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Home My WebLink About114 FARM HILL ROAD0 U (O 4.J QJ O E. �1r Zra 0LLU< <C W r- ED � 0 C)� 3�: W O W f_ 0 � = W {- 0 Q_ =) U) LU O OO�---vu > �--t t --a 0 0 11' Z U.! Q LU U Q O g � W � O W un t1) LU FW-• a 2: LU=)n ICY Q_ 0 J IIIz W Q LLJ O O ,-• L L- W z ® CO I.- I- ( LU 0 0 = 11 U) LF) W LU 0 W W U W a- r e CID 0 Q 0 U z W � Q r� Q IL �7__ ® � 2'- O W U) oC J U_ W J 2•CJQ (Ji z V) W Q U) = O O F- 0 r0 U 00 U) LU ¢p[ J ® Z U ® H O ILL. 0 U) 0C,,=� ® 0 = ry>-Z� LU W � LU � r-) U) W O 0 W iP_, CC, LU LU LU J 2 0 J V ~ Q = re � � U) LJ = QD Lr) > 3�: 0 z O 0 Z a- U U) 0 0 07, W U) rJ i-a Q = W LU W 0 aI-a L�LI W 0 U Q I r, 0 rY U)< ¢ rn �,r/jtU)0 ED (,DLD Z Q U) � W IUW� Z O �0 LU u ® W LJ LLILI W F- W 0 u-) �i;- LU 1' _ =W r� Z:)2f U) 0 U) O 0 u•) O F- = (5 Q U 0 U) ry 0 a = Q tZ-, F- Z:i U 21 �,�10Q a-��® 0 i-4 r)O � W ¢�� LU 7' O e--, L�41 LUU) rM (7 = LU F- z l— = U) � per-O2- E Q i3: ED U U) 2-1J � ®O 0 M ICI I LLLI ® � Z LU U) O 0 O Q U W m 0 Z � m . J 0 W J !W- Q Q 6L O 8 t DuPont'"© J_____ 0 1 O and Air Barriers I nstaltationr � r ____ - _____ -_ -_ In high exposure installations, enhanced drainage and water management may be provided the DuPont" Tyvek° WRB layer between the sheathing and exterior insulation. Window .14I.........".......... ____ ____ -_ - -_ - ____ Continuity Gable Ends b using DuPont'" T k° r i e StuccoW a DrainWra '" or Commerc alWra 0 b installing flashing, door flashing, n through II flashing I i � t a d o as and t ou wall as shall be integrated with the DuPont'" Y 9 Yk' P P p Y , 9 g, 9 9 9 9 m r n i Completely cove the Gable End with the P y ® a drainage mesh over the water -resistive barrier, or by creating rainscreen cladding with a Tyvek WRB layer ensuring proper shingling. The successful installation and larger airspace behind the siding using furring strips. If furring is installed over the DuPont'" performance of exterior insulation is dependent upon the proper design and It is important to maintain the P DuPont'" Tyvek° WRB including a 6"-12" continuity of the DuPont'" Tyvek® I , f overlap at each corner. Cut away the Tyvek° WRB to create a rainscreen, the primary fastener spacing can exceed 18". construction of adjacent materials and systems of the structure. WRB from top to bottom with proper shingling. Continue excess WRB and tape all seams. \' Fiber Cement Siding NOTE: DuPont" RainVent'" Battens can be used to improve the ventilation and draining DuPont'" Tyvek° WRBs and fiber cement siding shall be installed according to space behind wood, stucco or stone masonry, vinyl, and fiber cement cladding types. wrapping all the way up the TyL structure, overlapping the IN ' 0v 1"r, manufacturer's instructions and industry standards. In high exposure installations, previous layer of DuPont'" -, TYv � enhanced drainage and water management may be provided by using DuPont'" Tyvek° StuccoWra ° DrainWra ® Temporary Fastening p , p'" or CommercialWrap D, by installing a drainage mesh over p ry g Tyvek® WRB by a minimum of e1, 1, 6". Wrap the entire wall surface 1 � �(/ 'i ;~ l- ;` the water -resistive barrier, or by creating rainscreen cladding with a larger airspace Selection and use of temporary fastening methods is an option dependent on building including unconditioned spaces. +' 11 I behind the siding using furring strips. If furring is installed over the DuPont'" Tyvek® schedule, cladding options, and local building practices. Temporary fasteners should i �' 1 • WRB to create a rainscreen, the primary fastener spacing can exceed 18". In high wind not be relied upon to permanently attach DuPont'" Tyvek° WRBs due to the limited areas at gable end walls, FEMA recommends fiber cement siding be installed over holding power of these fastening methods. If temporary fasteners are used, " .i "k wood sheathing rather than over plastic foam sheathing. DuPont" Tyvek® WRBs and permanent fastening should be applied as soon as practically possible in order to ` fiber cement siding shall be installed according to manufacturer's instructions, industry maintain the integrity and performance of the DuPont'" Tyvek° WRB. Permanent Minimum 6' overlap standards and applicable codes. fasteners include cladding fasteners such as brick ties, lath fasteners for traditional Vinyl Siding stucco, exterior foam board fasteners, or siding installed with nails. Vinyl Siding is installed directly over DuPont'" Tyvek° WRBs. Vinyl siding shall be Temporary fastening methods: Cantilever Floors Wrap the DuPont'" Tyvek® WRB under and up the Cantilever floor and fold the DuPont'" installed in accordance with manufacturer's instructions, industry standards and DuPont fasteners or equivalent alternate fasteners at a reduced schedule of 24" to Tyvek° WRB up the sides of the Cantilever wall a minimum of 6". Tape all corners. The applicable codes, including ASTM D4756-15 Standard Practice for Installation of Rigid 48". top layer of DuPont'" Tyvek° WRB should go over the bottom layer a minimum of 6". Poly(Vinyl Chloride) (PVC) Siding and Soffit. In high wind areas at gable end walls, FEMA Terminations recommends vinyl siding be installed over wood sheathing rather than over plastic foam • DuPont" Adhesive/Primer or other recommended adhesive applied in vertical strips Lap DuPont'" Tyvek° WRB over all NOTE: Make the inside corner as tight as possible using a 1 x4 or similar. sheathing. at 24" to 36" spacing or along every other stud line. Vertical strips may be applied to flashing (e.g. step flashing, wall to the outer face of the sheathing or directly to the studs for open stud construction. roof intersections and through wall yet' , EIFS When using adhesives, care must be tai en to avoid excessive surface coverage as flashings). "'x1 ek DuPont" Tyvek° WRBs and EIFS cladding shall be installed according to manufacturer's this may impact the vapor permeability of the DuPont'" Tyvek° WRB in that area. Ty V@k instructions and industry standards. In order to promote drainage, it is recommended • If staples without caps are used to temporarily fasten DuPont'" TyvekQD WRBs to Weep screeds and expansion joints ' ;.I "'I that DuPont'" StuccoWrap°, DrainWrap° or CommercialWrap° D be installed behind the OSB, plywood, or exterior gypsum sheathing, the fastening schedule must not need to be integrated with flashings y � � 'rvy@ 8 exterior insulation. Window and door flashing, and through wall flashing shall be exceed 4 per square yard. If installing as an air barrier, each staple must be covered and the DuPont'" Tyvek° WRB. �' *�:, integrated with the DuPont" Tyvek° WRB layer ensuring proper shingling. The with DuPont" Tyvek° Tape. Covering the staples underneath a taped air and water I '�;_,. successful installation and performance of EIFS cladding is dependent upon the proper barrier seam is also acceptable if installing DuPont'" Tyvek° WRB as an air barrier. �"� py4 design and construction of the adjacent materials and systems of the structure. Staples should not be used with fiberboard or foam sheathing. - ^' " t. , T4 V Exterior Insulation NOTE: These Temporary Fastening Guidelines are subject to change basted on new T DuPont'" Tyvek° WRBs and exterior insulation shall be installed according to the technology or testing information and may be superseded at any time. It is always 1 manufacturer's instructions and industry standards. DuPont" Tyvek° WRBs can be important to follow the latest guidelines which may be found on www.VVeatherization. 11 Tyvek.com. For additional guidance, please consult installed either over the rigid exterior insulation or underneath between the sheathing 9 � your local DuPont'" Tyvek° �, Y�@ and the exterior insulation. In order to promote drainage, it is recommended that Specialist. DuPont" StuccoWrap°, DrainWrap° or CommercialWrap° D be used when installing Copyright 02016 E. I. du Pont de Nemours and Company. All Rights Reserved. K-16282 Rev. 31/16 13 Copyright O2016 E.1. du Pont de Nemours and Company. All Rights Reserved. K•16282 Rev. 11 /16 , Technical Specifications Note DuPont" Tyveka WRBs used in construction products are made from 100% flash spunbonded high When installed in conjunction with other building materials, DuPont" Flashing Systems products density polyethylene fibers which have been bonded -together by heat and pressure, without must be properly shingled with these materials such that water is diverted to the exterior of the I DuPont"• = TM 1 © and Air Barriers InstallationGuidelines 0 - , binders or fillers, into a tough, durable sheet structure. Additives have been incorporated into the wall system. DuPont" Tyvekm WRBs are air and water barriers and not the primary water barrier. P � polyethylene to provide ultraviolet light resistance. DuPont requires that DuPont" Tyvek® The outer facade is the primary barrier. You must follow facade manufacturer's installation and CommercialWrap® and CommercialWrap® D WRB's be covered within 9 months (270 days) of maintenance requirements for all facade systems in order to maintain water holdout properties and installation and that all other DuPont WRB's be covered within 4 months (120 days) of installation. ensure performance of DuPont'" Tyvek® WRBs. Use of additives, coatings or cleansers on or in the T ek® WRB Shall be vented to the exterior at the to and bottom of the wall. Some es Facade Considerations W p o types •Other manufacturers' equivalent 1 " cap screws cap STEP 6 Installation Instructions q p p T P ® facade system may impact the performance of DuPont'" Tyvek WRBs. DuPont'" Tyvek DuPont'" self -adhered flashingproducts are made from a synthetic rubber adhesive and a laminate p v of brick ties will act as additional fasteners for DuPont'" Tyvek° WRBs, and', if installed as Water -resistive barrier performance is dependent upon the ability of the facade to drain. ° P P P soon as practically possible after the DuPont'" Tyvek WRB, may reduce the required Start at the bottom of the structure to ensure proper nails, and/or cap staples* •. NOTE: Other After DuPont'" TyvekQ° WRB is installed refer to the DuPont'" Flashing shingling throughout the installation. Proper shingling i manufacturers' cap staples must have a min, 5/8" leg Systems Installation Guidelines, Installation Instructions for Windows 9 9 9 P 9 9 s Weatherization Systems products are to be used as outlined in this installation guideline. DuPont'" ofpolyethylene film, of ro elene film, elastic fiber, synthetic rubber adhesive, polyurethane P vp P Y Flashing Systems products should only be used to seal penetrations and flash openings in Houses 9 Y p v Pentering The following must be considered for specific facades. ° g P number of fasteners used for the initial attachment of the DuPont'" Tyvek WRB. required to shed water and to prevent water from length and Doors AFTER Water -Resistive Barrier (WRB) is Installed to prepare the wall system. •Other manufacturers' equivalent fasteners 'Except and flash windows and doors. adhesiv an to sheet of flash n n e, d a p eel as spu bo ded high density polyethylene fibers or polypropylene or buildings. DuPont" Flashing Systems products are not to be used in roofing applications. For Stucco and Direct -Applied Stone Ste Veneer when installing DuPont'" Tyvek® WRB over foam and When seating directly to concrete, wood, or other rough surfaces, use DuPont'" film. Additives have been incorporated into these materials to provide ultraviolet light resistance. superior protection against bulk water penetration, DuPont suggests a system combining a quality DuPont requires that DuPont" self -adhered flashing products be covered within nine months 1270 exterior facade, a good secondary WRB and exterior sheathing, high quality windows and doors, 20 When stucco is installed over wood -based sheathing, the 2015 International BuildingSTEP The 1 it in i n 14 a 20 5Bu d g Code (Sect o 05.10) requires two layers of water 1 other non -nail -base sheathings. UNWRAP roll at corner, leaving 6" to 12" vertical Please see "Special Considerations" section above for of days) o installation. and appropriate flashing materials paying attention to proper installation of each component. Ina o i n 1 requires water -resistive Code (Section 25 0 61 equ es a wale res stive vapor -permeable barrier with a resistive barrier (WRB) behind stone veneers over wood frame construction. When rf rm n I e o ace at east equivalent to two layers of water resistive frier complying I in with p q y st barrier o p y g t used behind stone veneer, DuPont" Tyvek® WRBs shall be installed in a ;similar manner overlap. Printed stud marks are available on some equivalent fastener requirements and "Temporary q q a DuPont" Tyvek WRBs to aid in aligning with the studs. Fastening" section below for more information on system where no exterior sheathing is used and the DuPont'" Tyvek WRB is installed directly over Warning ASTM E 2556, Type I, or a water resistive barrier which is separated from the stucco b P Y as they are installed behind stucco. DuPont" Tyvek® WRBs should be separated from (e.g. studmarks are 8" apart for DuPont'" Tyvek° alternative fastening schedules and requirements. the wall studs, exterior facade materials should be selected to ensure maximum protection against DuPont"'T vel<`1 WRBs are slippery y ppee and should not be used in any application where they will water intrusion. Careful workmanship and proper installation of each component is very important. an intervening, substantially nonwater-absorbing layer or drainage space. When stucco the stone and mortar by a second layer of DuPont'" Tyvek® WRB, a layer of grade D HomeWra e) p NOTE: Do not install fasteners within 6" of the sills and be walked on. In addition, because they are slippery, DuPont recommends using kickjacks, is installed over wood -based sheathing, the 2015 International Residential Code (Section building paper, felt, rigid foam board or the paper backing of paper -backed lath. The first iambs and within 9" of the head of the window rough STEP 2 openings. g � scaffolding, or lifts for exterior ,,work above the first floor, If ladders must be used, extra DuPont believes this information to be reliable and accurate. This information may be subject to R703.7.3) requires a water -resistive vapor -permeable barrier with a performance at least layer (directly over sheathing or studs) serves as the wall system's air and water barrier Roll should be plumb. Bottom edge of roll must: caution must betaken to use them safely by following the requirements set forth in ANSI revision as additional experience and knowledge is gained. It is the user's responsibility to equivalent to two layers f r D r r q ye s o Grade papa o a water resistive barrier which is separated and shall be integrated with window and door flashings, the weep screed at the bottom •extend over sill plate interface by at least 1 " 12" or STEP 4 Standards 14.1, 14.2, and 14.5 for ladders made of wood, aluminum, and fiberglass, determine the proper construction materials needed on each project. from the Stucco by an intervening, substantially nonwater-absorbing layer Or designed of the wall and any through wall flashing or expansion joints. Lath shall be; installed over greater is recommended) Unroll directly over windows and doors. Upper layer of r1 respectively. DuPont"" Tyvek° WRBs are combustible and should be protected from flames drainage space. The individual layers shall be installed independently such that each the intervening layer (second layer) in accordance with ASTM C106M3 Standard • extend to bottom of sill plate for slab on grade DuPont'" Tyvek® WRB should overlap bottom layer by a and other high heat sources. DuPont" Tyvek WRBs will melt at 275T (135`C) and if the This information is not intended to be used by others for advertising, promotion or other publication P layer provides a separate continuous lane and an flashing intended to drain to the Y P P P Y 9 Specification for Installation of Lathing and Furring to Receive Interior and Exterior foundations minimum of 6". NOTE: If windows are already installed, _p the DuPont"Tyvek® WRB must be integrated with V o - for commercial purposes. temperature of DuPont'" Tyvek WRBs reach 750"F 1400'C), they will burn and the fire may p po water -resistive barrier is directed between the layers. DuPont'" Tyvek WRBs used Portland Cement -Based Plaster and applicable codes. When rigid foam board is used as p OR, proper shingling with window flashings. If DuPont`" spread and fall away front the point of ignition. behind stucco should be separated from the stucco by a second layer of DuPont'" the second layer, it is installed over the DuPont'" Tyvek° WRB. DuPont'" StuccoWrap°, • be properly integrated with water drainage FlexWrap'" NF and apron are used, install the DuPont'" 49 Y Tyvek° WRB, a layer of Grade D building paper, felt, rigid foam board or the paper DrainWrap° or CommercialWrap° D is recommended for this application. components such as kick out flashing or weep screed Tyvek° WRB under the apron to ensure proper i p DuPont"' DuPont"' self -adhered flashing products and their release paper are slippery and backing of paper -backed lath. The first layer (directly over sheathing or studs) serves as (for stucco exteriors). shingling. If non -self adhering sill flashing is used, install i p should not be walked on. Remove release paper front work area immediately. DuPont"' the wall S Stem'S water -resistive barrier and is integrated with window and door Wood Siding Y 9 9 the WRB under the bottom of the sill flashing to III When bottom edge Of roll is IeSS than 2" Over the sill `� � � i s maintain proper shingling. ,I I self -adhered flashing products will melt at temperatures greater than 250T (121`C). DuPont"" ® flashings, the weep screed at the bottom of the wall and any through wall flashings or The DuPont'" Tyvek WRB and wood siding shall be installed according too plate interface, it a recommended to seal or dents eat with DuPont'" Tyveke' Tape or DuPont'"' Residential �' self -adhered flashing products are combustible and should be protected from flames and other high heat sources. DuPont`" self -adhered flashing products will not support combustion expansion joints. Lath shall be installed over the intervening layer in accordance with manufacturer's instructions, industry standards and applicable codes. As recommended Sealant (or recommended sealant) at the bottom of the STEP 5 if heat is ASTM C1063-03 Standard Specification for Installation of Lathing and Furring to Receive by the Western Red Cedar Lumber Association and U. S. Forest Product Laboratory, wall'. Tape all vertical seams with DuPont'" Tyvek® Tape. a the source removed. However, o ever, if burning occurs, ignited droplets may fall away from the point of ignition. Interior and Exterior Portland Cement-BasedPlaster wood siding should rim l i i i P aste and applicable codes. Rigid foam od s d g s ou d be primed on all six sides before installation. Foam sheathing panels When installing e . air barrier, the horizontal seams s For maximum air leakage reduction (when installing as m must also be taped. The use of 3" DuPont'" Tyvek board, when installed over DuPont'" Tyvek° WRB as an intervening layer, will provide often have low vapor permeability, and therefore can cause moisture to aiccumulate on o an air barrier), seal the DuPont'" Tyvek WRB at the Tape is required for both vertical and horizontal seams of � `p DuPont- Residential Sealant is irritating to skin, eyes, and respiratory tract. For proper usage, enhanced structural support to the DuPont'" Tyvek® WRB and may reduce the required the back of siding and cause staining, buckling and damage to finish coats. As a result, bottom of the wall*. DuPont" Tyvek® StuccoWrap® and DuPont'" Tyveks' T% y� 4 follow directions stated on the product label. For health information, refer to the Material For more information about DuPont Weatherization Safety Data Sheet Chemtrec 1-800-424-9300. Systems, please call 1.800-44-Tyvek or visit us at number of fasteners used for the attachment of the DuPont" Tyvek° WRB if installed the Western Red Cedar Lumber Association and other wood siding manufacturers as soon as practically possible. DuPont'" StuccoWrap°, DrainWrap'" or recommend that furring strips are used to create an air space between foam sheathing Drain®rap'" for air barrier installations. If the DuPont'" STEP 3 p T ek WRB is not bath installed as an air barrier, o DuPont'" V Z p N or call at Secure DuPont'" Tyvek° WRB to the stud or other Tyvek© Tape isnotrequired on horizontal www.Weatherization.Tyvek.com CommercialWrap° D is recommended for this application. and siding. Other recommendations that should be followed to minimize potential nail -base material, i.e wood sheathing. Fasteners should seams but is considered a recommended best practice. o >' problems are: be spaced no closer than 6" and no farther than 18" on Use DuPont'" Tyvek'I' Metalized Tape when taping � C_ Brick vertical stud lines. This may involve penetrating DuPont'" Tyvek® ThermaWrap'" LE. Taping or sealing all 2 � ra The 2015 International Residential Code (Section R703.8.4) requires a nominal 1 inch • Use thicker siding patterns in widths of 8 inches or less. Thick, narrow siding is more bandboard or other horizontal members to maintain terminations of DuPont'" Tyvek® WRBs (including, but airspace separating the brick from the water -resistive barrier (WRB). The Brick Industry stable than thinner, wider patterns and better able to resist dimensional changes proper spacing. Use one or more of the recommended not limited to, roof -wall interfaces and sill plates) using fasteners below for use with DuPont'" Tyvek® WRBs: DuPont'" Tyvek° Tape, DuPont'" Residential Sealant (or O ar� 0 11-1 Association recommends a 1 inch air -space in front of wood stud construction and a 2 • Use kiln -dried siding over rigid foam sheathing. � • DuPont'" Tyvek® Wrap Cap nails recommended sealant), DuPont" StraightFlash'", or U inch air -space in front of steel stud construction. Consistent with these requirements and • Proper pre -finishing is essential. P P g © DuPont" Flashing Tape is also required when installing •DuPont'" Tyvek Wrap Cap Screws as an air barrier.' Adhesive/Primer (or recommended primer). Seat the DuPont" Tyvek' WRB using � I recommendations, DuPont'" Tyvek® WRBs shall be separated from the brick veneer by a Use light color finish coats to maximize heat reflection and reduce dimensional DuPont" Residential Sealant (or recommended sealant), DuPont" StraightFlash'". •DuPont'" Tyveks Wrap Cap staples or other cap or DuPont'" Flashing Tape. � rt7 nominal 1 inch air -space. Window and door flashing, and through -wall flashing shall be movement. staples for Stinger'" Cap Stapler Tyvek. integrated with the DuPont'" Tyvek° WRB layer ensuring proper shingling. For maximum • DuPont'" StuccoWrap®, DrainWrap'" or CommercialWrap° D applied over the foam '" Except when installing DuPont'" Tyvekm WRB over foam and oilier non -nail- base sheathings. r /) k moisture management and drying of the wall m it in front f h n g ry g system the airspace t o the DuPont sheathing is recommended for this application. � Copynghi O2016 E.1 du Pour de Nemaws aml Company The DuPont Oval Logo. DoPmN". The muxfes of nie e', Tyvek'. TvIW HeneeWatr. Tynre SI=DWrae, Tyme DrainWrap', Ty,W- rmmrie [Wiapr. OuPmu' TlwmeWrap'. Ooftt' Fle+Wap': and OnPont'Sfraighinash"are registered hade,wis of rradamarks of OuRmt m its affiliates All rots reserved K. 16M 11116 Copyright 02016 E.1. du Pont de Nemours and Company. All Rights Reserved. K•16282 Rev. 11I16 12 Copyright 02016 E. I. du Pont de Nemours and Company. All Rights Reserved. K.16282 Rev. 11/16 1, Q) N -tZ3 . t_J f- 0 n __ DuPont"" TyvekOWater- Resistive, - .' 1 ., 3 =I,- r r r f___ nl 1 _ ... M - __ - I I i T"' ® Fasteners Key Installation Requirements for DuPont TyvelC WRBS Handling Tears and Holes 8 DuPont'" T yvek° WRBs have been tested to the following standards: 4. DuPont'" Tyvek° ThermaWrap'" LE must be installed with shiny, metallic side facing 0 0 Use DuPont requivalentn r r h f s u o fasteners s per the fastening schedule included in this ° During the course of installing the DuPont'" Tyvek WRB, minor tears may occur. Be sure Larger holes (greater than 1 ") may require cutting a piece of DuPont'" Tyveik WRB to . towards a clear �+ inch minimum air space to obtain the installed R-Value benefits. n r Specification of i r i ASTM E 1677 Standard fat o or an Air Retarder (AR) Material or System for s__. Lt- Continuity installation guideline. Examples of recommended permanent fasteners include: to tape all tears. Tears can easily be covered with DuPont'" Tyvek° Tape (2" or 3") or cover the hole, maintaining ro er shingling.p'" g proper ThermaWra p LE will still act as awater-resistive barrier without an airspace. Refer to Low -Rise Framed Walls Buildingthe " � It is important to maintain the continuity of the WRB throughout the building envelope. • DuPont'" Tyvek° Wrap Cap nails (for wood frame construction) DuPont" Flashin S stems roducts. g Y P DuPont'" T eke ThermaWra LE Fact Sheet for more information. P O The entire wall surface shall be wrapped, including unconditioned spaces. Special Cut a slit 2" above the hole and extending a minimum of 2" on each side of the hole. g • ASTM E 2178 Standard Test Method for Air Permeance of Building Materials g 5. DuPont requires that DuPont'" Tyvek° H DuPont'" Tyvek® StuccoWrap°, •cn attention should be given to ensure a proper 6" overlap at all terminations, seams, • DuPont'" Tyvek° Wrap Cap Staples or other cap staples for Stinger'" Cap Stapler (for ° Measure and cut a piece of DuPont'" Tyvek WRB to fit into the slit and cover the hole. t" Tyve O • ASTM E96-05 Water Vapor Transmission DuPont'" Tyvek° DrainWrap'" and DuPont'" Tyvek° ThermaWrap" LE be covered within Lr) ) ti t d frame construction) penetrations, and transitions to maintain a continuous downward drainage plane and woo Tuck the cut piece of DuPont" Tyvek° WRB into the slit. Tape along the perimeter by ATTCC 127 Water Penetration Resistance 4 months (120 days) of installation. DuPont" Tyvek° CommercialWrap° and DuPont ` WRB. Installing the DuPont" Tyvek WRB as an air barrier is the preferred installation Other manufacturers equivalent 1 "plastic cap screws, nails, and staples (for wood starting at the bottom of the patch, shingling upper tape over bottom tape. ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Tyvek'" CommercialWrap° Dmust be covered within 9 months (270 days) of � � method. However, skip-tapingterminations and unta ed horizontal seams is allowed frame construction). Note: Staples must have le length sufficient to achieve P g g Materials installation. C)_ when the DuPont'" Tyvek° WRB is being installed as a water -resistive barrier only for 5/8"penetration into wood stud buildings less than 5 Stories and low-rise multi -family buildings less than 6 Stories with • DuPont'" Tyvek° Wrap Cap or other manufacturers' equivalent 2" plastic cap screws Tears Holes The application of DuPont" Tyvek° WRBs is governed by the code adopted and When installing windows and doors prior to the DuPont" Tyvek° WRB, refer to the >_ design requirements that don't exceed ASTM E1677, 65 mph equivalent structural load (for steel or wood frame construction) enforced by the local jurisdiction. Consult your jurisdiction to assure compliance with DuPont' Flashing Systems Installation Guidelines, Installation Instructions for Windows n and 15 mph equivalent wind -driven rain water infiltration. All vertical seams must be • 1-1/4" metal gasketed washers with screws (for steel frame construction) STEP 1 STEP 2 STEP 1 STEP 2 STEP 3 the local building code. and Doors BEFORE Water -Resistive Barrier (WRB) is Installed, which will direct you _0 iy taped for both air barrier and water -resistive barrier installations. • 2" metal gasketed washers with screws (for steel frame construction) back to this guide at the appropriate step. = Penetrations • Tapcon° fasteners with 2" plastic caps (for masonry construction) General Instructions If the windows and doors have already been installed and flashed, integrate the J Seal DuPont'" T ek° WRBs around all penetrations (electrical, HVAC and plumbing, W P P 9• If temporary fasteners are used, permanent fastening must be installed as soon as ' i t ° ® The best time to install DuPont" Tyvek water -resistive barriers is: DuPont'" Tyvek WRB by following the DuPont"" Flashing Systems Integration Q) Q) etc.) with the appropriate DuPont'" Flashing Systems product, DuPont'" Tyvek° Tape, In fasteners include fasteners , j: '' I � 1 i 4 v,? • After is installed section in this guide (page 11) fy DuPont'" Residential Sealant or recommended sealant. Products that have flanges practically possible. this case, permanent cladding such , � I `1 ' the roof sheathing should be integrated into the DuPont'" Tyvek° WRB. DuPont' StraightFlash", DuPont'" as brick ties, lath fasteners for traditional stucco, external foam board fasteners, or Il i5 I I I ' I I • After the step flashings and kickout flashings have been installed NOTE: If DuPont'" FlexWrap'" NF and apron are used, install the DuPont'" Tyvek WRB Flashing Tape or DuPont recommended alternate patches should be applied behind siding installed with nails. Cladding shall be installed according to applicable building codes and industry standards. �` - � � I I y = -'" • BEFORE the windows and doors are installed. p P P g � g g g p under the apron to ensure proper shingling. If a non -self adhering sill flashing product is fastening plates (brick tie base plates, metal fastening clips, metal channels, etc.) when r �� I I I , � i .r- ' .'i . used, please maintain proper shingling. building envelope design requirements exceed ASTM E1677, 65 mph equivalent i r , i 4 DuPont"° self -adhered flashing systems products are not intended for through - structural load and 15 mph equivalent wind driven rain water infiltration resistance. �trr i I wall flashing applications. Please contact 1-800-44-Tyvek for recommended sealants and recommended alternateI "I 2 N patches behind fastening plates. Minimum Special Considerations x 1. Wall assemblies using equivalent fasteners must meet or exceed ASTM E1677 "IIperformance requirements of 65 mph equivalent structural load resistance and 15 mph M equivalent wind -driven rain water infiltration resistance. 2. When performance requirements exceed ASTM Ell 677, 65 mph equivalent structural load and 15 mph equivalent wind -driven rain water infiltration for buildings less than 5 F- stories, it is recommended to install a high pressure skirt to help prevent water intrusion III at the sill or threshold and follow the DuPont" Tyvek® Mechanically Fastened Air and W Water Barrier Installation Guidelines For Buildings Greater Than 4 Stories and High = Performance Installations of Any Height and the DuPont Self -Adhered Flashing Systems (n Installation Guidelines For Buildings Greater Than 4 Stories and High Performance U) Installations of Any Height. 2 3. DuPont" Tyvek° StuccoWrap" and DuPont'" Tyvek® DrainWrap'" must be installed F- with drainage grooves vertical, going up and down. No surface preparation is needed for = the installation of DuPont" Tyvek® WRBs. ( ) Copyright 02016 E. du Pont de Nemours and Company. All Ri Rights Reserved. K•16282 Rev. 11116 14 gS Copyright 02016 E. I. du Pont de Nemours and Company. All Ri Rights Reserved. K-16282 Rev. 11/16 9 Copyri lit 02016 E. I. du Pont de Nemours and Com an .All Ri fits Reserved. K•16282 Rev. 11/16 g P Y g � m `\��p\\\\\ IIIICt,IIIIOI//////////j//// . 4 .... . a e- Is - •" • • �i • 4 i * !1 .....8 Q Q QH <�( Q if �`LLQ Q H Q C S_ ro > r6 Q — 0) = c c •( N rt3 Uj >, Q W c - 0J Ln (n QJ 61 Z O is U 71 W i fn -0 m Q .m a) >, 2: >_ E � � U i1' to -0 (0j QJ .0 M i M Q) ru L _ > - >, r to tY ~ W ,it 1;t w O 1- ,;I- 0 O M Q I, Q 1` 0 U z LLI Q V) �- O N s✓ W rY Q w ro L.n Q -r-N 0 • J to S_ 0 < LUO - 0 In = _ r` N I U a-Q ruO ° OM W to o co � LO QJ Q y � Q = Q d � N -0 Lt7 J J 0 N O -_. O U) N � O z a-a LL- Z 0 Z 1- 1 (! V1 1- 1 W U) rY > --- I W � F- W = LLI V? u7 W W Z W z I v Q z F- U W 0 z c � s' . l� a_Q H _, W Q 0 U_ = U cl� _ U r_1 li —1 Q J < _ `- J 0 0 O r m ED I— Q z 3:U 0 LU 0 �, W W In U U) 7E 0 11— oco V) C=] En PFF 77-77 F CY.Ct (_ F- 0 - cr_ W co LU V) 0 LU � _ J) ISERJAL NUMBER 0 U (Li z CL 0 H 0 < Lu ca U)�o 3� Lu O Lu :3z g 0 = Lu 0 00 �>,�� o cl� z Lu o > 0 ®®z J Q Q cn Z w w 0 U)� Lu0w Lu '--' � ¢`� `l'cl�0 0 u- WJ z g 0 ca row _ cn goLU ry U U-1 m 000 ,,, 62 Q�� z�ry ¢o� cn > ry J �� c g �QU) Lu T 0 0 0 ac� Lu J 0 U ®Ho o0z� 0 ® z H wca2� 0'�^�o V/ spy LLJ 0 y J Q = r Q Z 0 z 0 yj�Uunn z O O o z Lu Lu 0 `tom® (DLIJOL21 Lu 0 LLJ > U C2 < Z C) ck� J Q U) Q U) t— c jj U5 O (D C Lu Lu LLJ c)¢o� Lu 0 Lu Lu Lu a F- Lu LuuP 0U)Oz 0 0U)0 z U O Luu > U Z Lu �00 � ®®�w < III � LU Lu wLu w co (�LuH cn Lu <mv vizJ� 0 � U LO Lu ®�®Lu cr;ooa�- <UCjo J ® J <<® I EL. 0" EL. +8 3/4" . XN a� Ln N zo 21'-0" 10'-6" 10'-6" 27'-0" A A7 TYP. BSMT. WINDOW 11 .. TYP. CONC. FND. - `- f WALL & CONC. FTG. SUMP PIT LOCATION OUTLINE OF tiles CANTILEVER FIREPLACE ABOVE TYP. COLUMN ON 36"X36"X15" CONC. FTG. 10'-9" CONC. FIG. 13'-8 " - - -- — ,✓ — — --�- — _ TYP. BEAM -\ 311 POCKET , W8X18 STEEL BEAM O N — ............ ............. .......... ........... .._._. - - - / 2X4 STUD _ I I ND-5A WALL W/ P.T.`�_1 LINE OF BOTTOM PLATE I_ i s T YP. FND-4 M o PANEL ABOVE i � C) ............. . 0 8"D X 19"W X 7_.611L �® o CONC. FTG. U 8'-91 ............ ........ ............ ............ ........ ........... ............ ca z EL 11'-7° — 14'-31" 6— --- I Z PROVIDE 3'W X 2'H OPENING FOR DUCT' + �y N TO SECOND FLOOR—'�/// — `f'CIP EL. -10 --�� HANDRAIL Ln FND-4F—+ .�__- (TYP.) BSMT. STAIRWELL TO RECEIVE DRYWALL - D-1 �� 3'-1" SEE FR-8 FOR DETAILS 36 X36 X12 ROUGH -IN PLUMBING, CONC. FTG. EL ®" PM TO VERIFY EXACT = LOCATION TYP. BEAM „ 40"X40"X15" PILASTER !................: 12 -3 CONC. FTG. 7 6z 14'-611 ............... - - - ---- - - - ----------j \ ��— W8X18 STEEL. BEAM — �,-J ND-22� / /FIND-5A\ W8X18 STEEL BEAM .. 10" 40"X40"X15" D� ............ _ Ih�J I=io C�'-- �// r` i G T%"P. CONC. FTG. �T j 4" SLAB ABOVE 1/2" - j OFFSET EL. 0" -I 33'-8" 6'-8" EL. -12" 48"X48"X15 CONC. FTG. N L................. EL . -R° JD-11 D-2 Tvp. N EL. -12" 301IX301IX12" CONC. FTG. — EL. +8 3/4" 0 N D-8 D-1 8'-1" 21'-0" EL. 0" 14" 10'-14" W8X18 STEEL BEAM r-11N 0 N REFER TO FND-14/D-2 FOR STAIR INFORMATION ............. ............ ............. ............. ............ LL. ..... ............. 16', SLIDER ----- -- - ---- ---- ------ --------- ------ -- --- ----- --- -- BASE�`�i �_�! T CONC. SLAB 48"X54"X15" CONC. FTG. W/ /— #5 REBAR @ 12" / O.C. EACH WAY 11'-5" W8X18 STEEL BEA(�V N TYP. CONC. PORCH FND. - SEE FND-13/D-2 BASEMENT LEVEL FLOOR PLAN Scale: 1 /4" = V-0" 11'-s2 54'-8" TYP. BSMT. COLUMN ON 44"X44"X15" CONC. FTG. 8'-81" z 7'-42" 44"X44"X15" 4'-34" Lu V) z Lu 0 0 U U Q - 0 B0 EL. 0" 0 N ni EL. 0" FND-1 TG� 6'-01" Z 14'-7" SOUTH SHORE Ln BASEMENT 1,811 SF FIRST FLOOR 11841 SF SECOND FLOOR 2,121 SF GARAGE 694 SF TOTAL 6,467 SF APPLY 1/2" GYPSUM BOARD TO THE UNDERSIDE OF THE FIRST FLOOR ASSEMBLY FOR FIRE PROTECTION FOUNDATION TO BE DAMP -PROOFED OR WATER -PROOFED �. `\\\��G0N�Nurrra o` 40' 91. RU "'• ,1 a Cp o o 1#Igl11 Q Q C Q > C: C r6 T t6i Z Ol O V p0 � C7 � .� E S-�� > 0 r-1 r, a Lij NT �.d 0 �r Lo rn rn cI m -� N 0 p%pWg y MS.- Lu ru 0 €..r ,.., 0 0 0 < Le 0 0 uj i Ex Lu ti€ [ til H w Lu oC > Q T �7 b iLu nn R: r ^ 0 � U iI _ w _� n XLei ..J LuLu Q p E V !1 d 4 0 0; i 01 V i z Cl- 0 Q z 10 w EL cr- U z w wLu Q . CO SERIAL NUMBER 1015.0 .. O u 0 0 w Q wpm =�0 w o=� z Ow t.- 0 a _ (/) O O oho o�z ¢wo 0 w ¢Q o�z w 0 w Q) Lu O Q_ w w_� Qf a— w z Q Q:�¢� moo w z I = O Lu 0 0 a w 00w U m 00z w < U_ z z w Q O > � J Z d Q _ vi z W< Lij =o� �0 m V) 0U0 I- U) U 0 W z Q 00a w m z �W�o cn LLJ Lu F m J = J Q I -- Cal_ "' m 0 � 0 0 Lu �Uz(n z Ou.j�O�O v / 0 w H U ��az w w 0 >U �z=o o�_a �¢¢cn �aU)o 0 a w Fw- p v ¢ o = Lu L.Li w LLJ �� u z 0 O z ooz0 Q z ( Q ozaa z_ > cnboz z" < �00 � ¢�� U F- W Q_ z z w w U) m U) 0 N Q m U z�Lj_ N z O O w ry � �Lr�� 0 N w Li- w O W Uj p 0 Q U � ow oQV)m IE -jzwo a¢af- a 0 2x6 @ 16" O.C. BALLOON FRAMED WALL - FIELD FRAME AND SHEATH n 61-811 2-2852 v27 n 6'-8" 3'-1011 28521 n n 12-2852 n 54'-811 8'-71" 2 331-811 71 4 c ail N u! 0 I 7 n n (1N7i1 c �,vvc,•-r I [ 3 J-LOJ L I 3 I 2 q, I 6068 SLIDER o F � I 11 2-o1 N 20'-1" _ z z 20'-611 D a Lu U DINING i I I t5� uj� - 3 o I �b T KITCHEN/ A7 1 I BREAKFAST _ - - - _ - N M 0 1 o �, o I t o ROOM BO o FAMILY ROOM - I 36 HIGH = ' � HALFWALL I I U 6 l Ln Nco 00 BOXED STAIR w/ 2x4 STUD WALL $ �N EVEN w/ TOP OF STAIR STRINGER A-4SD o 12" DROPPED SOFFIT FOR HVAC 11 � 12" '=N HANDRAIL (TYP.) N 3-4 6-4 1i 4 102 N OSB 01 SHELF - `'" - -'>:: CL.111 21.111 M CRO/ REF. ��w 6" : : :: I `,, 7'-1" W/D ® 471�3f-3N _ WO ENCL%. M - `�' ANTRYI 3 A7s' fl I 1 10 DIA. 8 -6fl LONG COLUMNS EA. SIDE WILLIAMSBURG OAK REAR STAIR ILO STANDARD UPS. HANDRAIL I �� N 4'-7" —0/ R.O. RO 7 OFF SUBFLOOR _ — — _ .. 31 N 16Ln 3 1 EL. -7" If = 20 WIDE �� W.H. TUB = OSBRA3R - Ln CL. 6�� DN.-N 13R 1'-511 v 1 11 12 -5 En �g LAUNDRY 6-PANEL' ROOM `° ,� ,, o s' N F ' /' j WILLIAMSBURG OAK MAIN STAIR ILO STANDARD Ln INSULATED': mr; _. 2-811 ,, STEEL DOOR L. -4"X. ,! LIVING OOSB' - - HVAC :... n................. :,........- ROOM � 0 1o'-s111 CHASE 1 111 1-°z 2'-1081 21_0111 �66� _, �, #............... �'::::...::::::...-.........:...::::E .........'i :::..... = o zo o LINE OF DROPPED CEILING ®o BATH M >$ - - -:: ANDRAIL 9 1/4 BELOW BOTTOM OF 5111 '- - N o FLOOR JOISTS o ....s ?...: - _ Ln 07 ^ x 'Il MED. CAB. M� -_ Ln � M FOYER MED 2x4 FIELD STAIRS WALL HGT. @ 2/0 PR. N ALL UNDER R 10" DIA. - 91-1 1/81f W14X30 STEEL BEAM �� 7'-4z' COLUMN 13'-10" (TYP.) TYP. ^� COLUMN o N M 1 ' • — ; M 3"x3"x5/16" 3"x3"x5 16" THREE CAR - HSS STEEL HSS STEEL STUDY ;,,Olr - OPE ING opL, 12" DROPPED LADDER PANEL COLUMN GARAGE (n COLUMN `" 10'-11/8" SLOPE 82 2 2 CEILING HEIGHT ' o w 311 2 2 3 LIBRARY o w _ 2-2862 W/ 1 SIDELIT S & - M 12' CEILING C - A7 ' N =� W14X30 STEEL BEAM_ _ = PORCH T454 ABOVE '� �� N xx �� -� CONC. SLAB L USE 5/8" _ ANCHOR � M TYP. CONC. PIER A A5 (1 BOLTS W/ 10'-1 1/8" PANEL HEIGHT i 5 EMBED 11: GARAGE (TYP) A2 o APRON Ty P l ��\ USE 5/8" I AREA OF _ 3"x3"x5/16ff DROPPED " M ` �� h�,tig'� W/ 5H0 MBODLTS o HSS STEEL CEILING 101-01, 71-011f COLUMN 2852 W/ WALL HGT. @ 1�\211 D 1 o TR2810 B CD 81-1 1/811 WALL HGT. @ A7 A7 - �* 8'-1 1/8" N EL. -7" N 2852 N EL. -411 DECORATIVE SHADOW BOX MLD. ON TWO-STORY FOYER WALLS 4'-31" 8'-11, 31 9111 2 z-zoSz A A7 61-5111 61-5111 FIRST FLOOR PLAN Scale: 1 /4" = V-0" 12'-11" 5'-82 6'-011 11'-81" 54'-8" 3'-841" 31 s41 7'-4111 33'-8" 41-3111 4 141-711 4'-34" SOUTH SHORE 2ND FLOOR FLOOR FRAMING PER PLAN 11-011 DRYI II LATERAL BRACING II THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A4L1 DETAIL SHEET DROPPED PSL PER PLAN NON-STRUCTURAL LADDER PANEL COLUMN PER PLAN 3 INTERIOR BEAM D q7 SCALE: 3/4" = 1'-0" 5/8" FIRECODE DRYWALL ON WALLS, CEILING, AND COMBUSTIBLE STRUCTURAL SUPPORTS FIRESTOPPING TO BE PERFORMED PER CODE TO CUT OFF CONCEALED DRAFT OPENING, SEALANT TO BE RATED AND APPROVED FOR USE. BASEMENT 1,811 SF FIRST FLOOR 11841 SF SECOND FLOOR 21121 SF GARAGE 694 SF TOTAL 6,467 SF FLR. FRAMING PER PLAN 2 A2 Wx BM. PER PLAN CAP PLATE (2) 1/2" DIA. A325 BOLTS GARAGE (2) SIMPSON RFB H.S.S. 3x3x5/16 4x10 INSTALL PER. COLUMN MFG. INSTRUCTIONS BASE PLATE A2 FOOTING PER PLAN a H.S.S. COLUMN SCALE: 1/2" = 1'-0" (2) 9/16" DIA. HOLES TOP PLATE OF 3" STEEL COLUMN 3/8" STEEL PLATE m 1 1/2" W/ (2) 1/2" A325 Lu CONNECTION BOLTS @ TOP �U L H.S.S. YxYx5/16" CAP PLATE 4"x9"x3/8" THK. STL. r2' CAP PLATE AZ SCALE: N.T.S. PLAN VIEW (2) 9/1611 DIA. HOLES 411 N BASE PLATE OF 3" STEEL COLUMN 3/811 STEEL PLATE W/ (2) SIMPSON RFB 410 INSTALL PER. MFG. INSTRUCTIONS r' H.S.S. YxYx5/16" BASE PLATE AZ SCALE: N.T.S. PLAN VIEW oC O (n 0 z O Cn Q W Q W O 0 00 w 'cn z a x 111..........1... 0 Q¢ Q Q a Q Q Q a� Q= � � — Q Q ui o z 0)O 2 0\ o u 2 -0 m 'a6 0 U o > m o a LLJ z In � °- 0) >, ff N LO u N 0 o, v Lo lot "" " i 'r' N ( N < O N 0 z z 0tn `� ' .a`: Lu u U3 F__q w Lu H b Lu z 0 W C'L x J w O O Lu: U cn z z f , 1 � � 1 , f z 0 U; w: ate: az J N O 4A. w Iu UJ SERIAL. NUMBER 1015.0 p oWa 00 W O = i pF-z W�0 w Lo C) O H 0 pWo Q w U p u_j¢a cn z ��o W iL wow !;i a. �¢a w �O O u- w z � = O m oCL 0 low af U w m OU 0 0 w Q zz LuaLn o> zaQ WQU) = O LL 0 W W Co U) �d J O H 00 U O ocz� 0 O Z w m Lu z � W Lu to w�pcn Lu h- m p _j V ~ Q S m i-�WZ p z 0 p ma Lu z 0oMLu o Lu Lu L, j o �¢=z 0 of Ce J Q no mo0z p z w w w I—p�p vwi¢�= W W W I-- Cn W Lu uPo 0oz Lu p cn o z� U O 0 j3� pzw> zLu p z ��0 p Cl w ¢ LL z w z o w a- w w Couj C7 2 Lu z I— _ O Lu Q m U uj J W z w U F-O-1 O wLuo � p z w vi00� QU(J 0 0 Z U) m Q¢�o WILLIAMSBURG OAK REAR STAIR ILO STANDARD N M In M N LP] 00 N N 21'-0'1 3'-10" 6'-811 6'-8" A A7 2-2852 FIXED 3 A7 A3 10'-10Z" 2-2852 FIXED 2 A7 20'-1" TWO STORY FAMILY ROOM 3'-10" 2-2852 FIXED 0 N 54'-8 33'-8" 16'-64" 2-3046 Al-7" 3'-3z 1 31_31" 2-2442 TEMPERED CN 5'-8- ° 3'-5311 a _ W.I.C. �- io = `o Q TUIB ACCESSko 15'-7z" 4'-843" N 6cP 12'-3111 MASTER BATH /17 Q�nnnnnn ne-1-1 1rMn n 1 DLURVVI'I �� k-AI 1CUKAL �y #4 0 22„1/2 X CEILING2668 J �( 30 ATTIC _ w ACCESS - 00 V) %0 1'-2" 1 511 = � En 0 34"x42" �, �, 2 -o8 ti " —' I C SHOWER ' USE 3 1/2" WOOD SCREWS @ 12" O.C. 1 111 1 " 1 1 311 7.8_ 1-4 4- m U 4 -8- $ 2 2 4 1 311 -11 4 o BETWEEN BOTTOM PLATE & FLOOR " 7'-7g' 2'-3z" -1N HALL ACTIV 6'-11$° 11 3'-0$° Q 3'-62 I I I I I I 4,1 M WILLIAMSBURG CLOSET II V 4068 SLIDER 5'-31" 2 0 BEDROOM #3 HAivD� RAILING, WALL HGT.I TYP. B 8'-0 3/4" A7A BONUS ROOM I FLAT EILNG II SLOPE II I I 17'-711 I 81.0411 9'-64" O A a / WALL HGT. A7A 0 8 -0 3/4 ; /SLOPE WALLHGT. _—_—_ 8'-0 3/4' N I I -3" 6'-10" 6'-511 2 A A7 OAK MAIN STAIR GUARDRAIL r11N ILO STANDARD N (TYP.) 2-2068 zo - M I I I ED. CAB. SOLID BLOCKING TYP. FOR RAIL TIE-IN (TYP.) ®,��`� MASTER. =IN W.I.C. BATH ti� BEDROOM OJ MICO 1-1 ,--I ^�� ✓ 31 911 31_p311 11111 1� n r, 66� _ 7 O COFFEREUL D I I �U — — — I CEILING nl� , N � n 5'-0811 �1 r11 41_n1" �'-L311 71 dlu J -v [ L �8 L L I z IT 13'-1U10 rN a Cn =1ct fV 1 BEDROOM WALL H T. # Z 8'-0 3/ " SLO 0 6'-6 7/8" H.H. SECOND FLOOR PLAN Scale: 1 /4" = 1'-0" 5'-2111 2 1'-3" 2-2852 5'-8111 2 6-0" v CRIPPLE WALL. 2X4 A7D-2 STUDS @ 16" O.C. 2 I I AFC25 I C I I �'A7 � J I B A7 3'-8411 41_1411 7'-10" 14'-l2" 1'-6511 - a o, N M O N C A7 SOUTH SHORE o� M LATERAL BRACING THIS HOUSE HAS BEEN ENGINEERED TO RESIST ASCE 7-10 WIND LOADS USING AN ENGINEERED METHOD FOR 130 MPH BASIC WIND SPEED. FOR OSB + DRYWALL ATTACHMENT SEE A4L1 DETAIL SHEET SET 2x4 STUD WALL FLUSH W/ TOP OF STRINGER. 2x4 STUD WALL SET AFTER STRINGER RI n(.k/ Tn Q IPP()PT STRINGER 2x6 STUD WALL TO FOLLOW BOTTOM OF STRINGER DOWN TO FLOOR. HGT. OF 2x6 WALL VARIES. BOXED STAIR LULL � L 7:3 SCALE: 1" = 1'-0" BASEMENT 1,811 SF FIRST FLOOR 1,841 SF SECOND FLOOR 2,121 SF GARAGE 694 SF TOTAL 61467 SF O O O O O !00 ,--I w Q ;L LL] J `�o��u u m r r ►uu�giiq ONE \\\`\`\.GO Q Q Q a Q Q Q Q Q Q Q Q Q > Q Q 0 ra o � cn z a� 0 U � a, 113, C7 o 12) 2 o 4- > 1--B 4L-1 (g N I-. .L E co ^ !Z Lij Nt o d- < Lo Q M F Lo M N 0 v f- u i cc 0 0 _ :.F.s 0Lo 0 O 1 M Lo (� N o `._ Lo i 0 a 31 d B Y^^^•B B ram; till E—� Lu Lu Lu < w I DC 0 Lu; m V (v`Lu o l 1 x Lu Lu p LuO :O U cn z z >- 1 1 � f B z i ¢z J M. o M JI L- 0 ka � Lu Cn SERIAL NUMBER 1015.0 0 U 0i CL 0 n m m O w < Lu, /� .. ry ry w O w _ Diu t— O O O O Lu F- 0 oryz w QwLLJ U) 0 LL.I w v) Lu I) 0 O7-1 a. w R n� if z ¢ Lu00 LL- =Om U-1�0 o U) v LL.I ry �0 Cx: U LJ � � m O O 0 w Iy :a < O LLI z Q_ Q U) rv<U) LLJ 7- o� _ O 00 u uj m cn 1 Oo 7, ® UU LLt_ O O w Do 2- Lu 0Ln w�0U) P co z<U))> Q = IY on >-U)w� ®z 0 0 w w = z LL U cn O ®® O Q~LLu C7W0® Lu ? O 0 w J Q c1)¢QIn Uj v=i m�c�7z Lu ii¢0= Lj Lu u-i �--� L�LJ Lu 0 =) Z 0 U) O Z 0 � Z o U O O � 0 Q (10 W oO w LL O ®®�Lu �¢ LL. Pam- U V 0 z Lu a w w U) Co C7 = ILu F- = F- = In f::D H 0 27 Q�ccv O Lu C) W ®� w (n O O F- V/ W Q Co � 0 � J <<�o TYR FULL DEPTH J( BLOCKING @ 48" ADJACENT TO FND, kA W, • • . Scale: 1/4" = 1'-0" SOUTH SHORE m rK%H l)J LC C U DIRECTION JOIST SPANS we JOIST COVERAGE AREA I— JOIST HANGER F_ HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14" ,16" JSI TOP MOUNT ITS2.56/14, ITT314, I T316, SINGLE TOP MOUNT 91/4", 14", 16" JSI FACE MOUNT IUS2.56/9.5, IUS2,56/14, IUS2.56/16, IUT310, IUT314, IU T 316 2 - 91/4" JSI - DBL FACE MOUNT HU310.2 2 - 14" JSI - DBL TOP MOUNT MIT314-2 2 - 16" JSI - DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HU14 SINGLE PSL HANGER 31/2" x 14" PSL (31/3") HU414 FACE MOUNT, (HUS412 IF LOAD PERMITS) 31/2" x 16" PSL (3n1/3") HU416 FACE MOUNT, (HUS412 IF LOAD PERMITS) a 1/4 x 14 a so POD HHUSS.5-10 14" SKEWED JSI RH/LH SUR/L310 14" SKEWED JSI RH/LH SUR/1.310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/11 RH/LH 18"WI] TOP MOUNT MIT418 18" WIJ FACE MOUNT MIU3.56/18 18" WIJ DBL TOP MOUNT B7.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER FOR IN T ERNA T IONAL BEAMS I -JOIST S @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O O ❑ x CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEENOF SUPPORT 75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FRV(1I CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SII4PLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 3" 4" 5' 6" 7" 8„ 91, 10" 9.5" (I6400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (IB600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" U) U-i C) O e waeaxaeaoa Ch O MO W Lu 0 G TQ i tz w J s'\��`�o" 60 w t C��cP'v'��/ ��,••�� %••. Np.98 Q< Q Q Q Q Q Q Q H V .> �(r')� _� p1 O N V / ai O m n T \\O E O \ / m Q r� LL a.:... O � M Lo <Z. Q r� E ?w Lo w? LLJ sss r— E CV » _ Iu � Lo mT i le fu N Lo _N O , O O � >;� I� w F�. L1.1 L� W t.l.t Ill.. O <Lu no U _ w �. r�.. W 0 U) z LL_I U y ? A Fp. ICI 3 ILL IAL _<, ., . E . 1015.0 C L U -J a� �L CL 2 a m F- m p O w Q w Co =�0 ♦� w U- = F- p F- z w 0 O �LU O I p � p p w O ¢wv p o�z w w w 0 w w_ � cl� a � Qoc Lu O 0 u W Z J =Om 0 M oLU U m 000 U w Q Q I — I L z z w QO> Lij � J Z Q w ¢� UJI F- 0 o mud J O Z U OO O U) o�z� 00z wmz� o ov � a_ = 0 w w 0 En F-m= J ¢ �- z¢ = cn cn Iu Co Lu CIO p z O o Lij Z�U(n z Lu 0 0 0 O uj U z w Z = p UI ¢ ¢ (l U)o zU� 0 Lu Luo�o v ¢�_ wwwF- U)� w F- O to O z 0 o z 0 F-w0¢ U z0 � j Z z w (n � 0 z z"a Z LiJ O 00F�-W ¢ LL ~ w 2-70 wQ_ '-' Z w w U m (D = w F- z F- _ p ¢eu m U Z J L.L z 0 0 O w w O p Z w vj001=- < U F" O LiJ0 z m QQmo = 2X6 STUDS 00 C� w 00 -- sk Lu a' w 2x SQUASH Ln op U BLOCKING w 14" W.I.J. @ 24" O.C. 14" W.I.J. @ 19.2" O.C. q - �> (3)-2X6 N PLATES A7 TSIAT2 14 �Ico TUOYAJ T2IOC STEEL BEAM PER PLAN 3-2X10 3-2X10 3-2X10 5 1/4" X 7 1/4" 1'-0$' _ DROPPED PSL BEAM 1'-74" 114° 5 1/4" X 7 1/4" 5 1/4" X 7 1/4" RIM B ARD r_"�DROPPED FLOOR DETAIL o DROPPED PSL BEAM DROPPED PSL BEAM x ` �24SCALE. 1/2 — 1 -0 N M 2 ....—.........—....—............................—..... U F- z w 00 w n = o rn -' °I z z � z i 1 I N Lu 0 Lu u O J cc :I M w Lu U n' I w N i �.......... 1 i O 0 , - - - (3)-2X6 v � ( �- � .......__ ..................... J. PLATES M N X M 14'-0" STAIR OPENING 13 c� 4SD STEEL BEAM PER PLAN _-- :::,........_,.............................................................................. �, 2-2X4.. 3 1/2" X 1 1 1/4" a.:.>._..____... :2x SQUASH DROPPED PSL .............I ....... ...............................__ _ BEAM BLOCKING jl 1 ✓% /IL I -4SD J J L J L( J L J L 2J. TEP DOWN DETAIL ...... SCALE: 1 2" = 1'-0" `4 RIM BOARD & SD JL W.I.J. ON WALL - t' v~j -98" 4'-9" :t`4_ -4SD <« z o 64 FRAMING LEGEND o' g z l RIM BOARD & _ C° W.I.J. ON WALL ✓ DIRECTION JOIST SPANS � a O= 0 -v >^ ...-....- O a p w " Q (:: .... .. JOIST COVERAGE AREA (I) d- w ... ....... tt1 _ J I _ Lu Lu 11 r 1 13 P JOIST HANGER �--� 4-S r 5 1/4" X 14" -4S FLUSH PSL BEAM `�' JOIST HANGER is .........................() TYP. OVERLAPPED �� . .... :I ij_ �i J J L J-L J L J L .....J L J L- J L..... J L MW FRAMING i M cn L CJ p V J I� 2 1 �� w �-- r DBL. R.�M BD. 4-24 4-2 Q p p C13p POINT LOAD x L J a o o ' r 2X12 RIDGE to W z m7 3-2X10 HDR. "'BOARD z a w o. O O C �0 w a rz of a c~na 3-2X8 D.S.S. A7 r� -- F-- ` 14" W.I.J. @ 24" O.C. �� W Q w . W.I.J. HOLE CUTTING CRITERIA J w _ 2-2X10 HDR. — FOR INTERNATIONAL BEAMS I -JOISTS O 1 _............. ;1, O _ (2) 2X12 RAFTERS W/ 2 2X6 ��T� �`�� O COLLAR TIES W/ 6 16d �1poo,� -2X12 0� oo' a F- a ; NAILS @EACH END ��, .py �o ui --•� 1 ti O r�-I �C X J X r ................ N m N 2X12 ROOF RAFTERS � 0 . -,i 0 @ 24 O.0 M p , M< INSIDE FACE 0 J L J L O 14x14" FLUSH PSL L J L J L B00 14"x14" FLUSH PSL A7 A f` A7 14" W.I.J. @ 19.2" O.C. �.. j 0 L Q Z SECOND FLOOR FRAMING PLAN " _ i u Scale: 1/4" - 1 -0 SOUTH SHORE W HANGER SCHEDULE JOIST MEMBER SIMPSON HANGER OR APPROVED EQUIVALENT 14", 16" JSI TOP MOUNT ITS2.56/14, IiT314, ITT316, SINGLE TOP MOUNT 91/4",14" ,16"JSI FACE MOUNT IUS2.56/9,5, IUS2,56/14, IUS2.56/16, IUT310, IUT314, IUT316 2 - 91/4"JSI - DBL FACE MOUNT HU310-2 2 -14"JSI -DBL TOP MOUNT MIT314-2 2 -16"JSI -DBL TOP MOUNT MIT5.12/16 13/4" x 14" & 13/4 x 16" PSL HUS1.81/10, HUi4 SINGLE PSL HANGER 31/2" x 14" PSL 31/3" HU414 FACE MOUNT, HUS412 IF LOAD PERMITS 31/2" x 16" PSL 31/3" HU416 FACE MOUNT HUS412 IF LOAD PERMITS 51/4" x 14" & 16" PSL HHUS5.5-10 14' SKEWED JSI RH/LH SUR/L310 14"SKEWED JSI RH/LH SUR/L310 13/4" X 14" & 16" SKEWED PSL RH/LH SUR/L1.81/11 RH/LH 18" WI] TOP MOUNT MIT418 18" WIJ FACE MOUNT MIU3.56/18 18" WIJ DBL TOP MOUNT 67.12/18 13/4" X 18" PSL HUS1.81/10, HU14 SINGLE PSL HANGER @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION "-7-MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ OF SUPPORT SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 Of ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES i) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE ; A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 9.5" (I6400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (I6600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (I6800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-il" i�qFGISiERE�\��``°��\ Q Q Q Q Q¢ Q Q Q¢ Q i Q -0z u o � o cn � a� 0) (3 E It d' t.:.r O O M I� Lo � Q M In Lo fu Lu Lw Lu Q . � Q � O N N W w La uj Lu < w � w � O U z z J '. w �j mow),.t; d ` Z N �5 J w SERIAL NUMt,E 1015.0 @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. 2" END BEARING O O ❑ CONDITION "-7-MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ OF SUPPORT SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN .75 Of ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES i) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE ; A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 9.5" (I6400) 0'-7" 1'-9" 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-7" 0'-8" 1'-9" 3'-1" 4'-5" 5'-10" 7'-7" 16" (I6600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-1" 5'-6" 7'-0" 8'-6" 18" (I6800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-il" i�qFGISiERE�\��``°��\ Q Q Q Q Q¢ Q Q Q¢ Q i Q -0z u o � o cn � a� 0) (3 E It d' t.:.r O O M I� Lo � Q M In Lo fu Lu Lw Lu Q . � Q � O N N W w La uj Lu < w � w � O U z z J '. w �j mow),.t; d ` Z N �5 J w SERIAL NUMt,E 1015.0 i�qFGISiERE�\��``°��\ Q Q Q Q Q¢ Q Q Q¢ Q i Q -0z u o � o cn � a� 0) (3 E It d' t.:.r O O M I� Lo � Q M In Lo fu Lu Lw Lu Q . � Q � O N N W w La uj Lu < w � w � O U z z J '. w �j mow),.t; d ` Z N �5 J w SERIAL NUMt,E 1015.0 0 0 O w Q w cm O �j W C) W F=" Z LUDO Ow O UJ 1� LU 0 � � Z Q w OU 0 j0¢ LU O w j cn w a w q O � a vy._j � Q ¢ uj 0O O "- w = O m LLJ 0. O U)_ � w O Or U w cm v z w Q Z Z W Q O J Z d Q w QZ V��//J Li _O�OO` V of W U OIU O V � Z O O �Z wmzs ouj LU w o cn LIJ m J = J Q f- < = Lufa 1 p Z O O W w = Z-- u U) Z LIJ O O m O LLJ W U F- LLJ (D w a Z fn > O �z=o J Q U) Q Q (n 0 m (D U Z z w LLJo�o U) < = Luo~ Lu W w Of ~ U_ W M w O u) O U) o " U)0 ��z� U Oz O Z Z Q z LU> w 0 z a O O C)Lu Q U zWzz w a w w m =wQf,� H O Q�mu U) LL_ z0r,w O w w O Of 0 z w (!)O0~ QvLnW ozU)m Q Q a- 0 ..,,�a��u►� u t u r nnuu��,,. \�•�``��G®�u a - . 0 — s o N o. b NO G/STEraE��pgoo°`,, Q Q Q Q H < Q Q c I-Q Q r =(n 0 > z o o v fl a� ai 0)a� O m p >' .o T c 0 a w> U � LL i.:.? d O In am Lij V N C., < ju- O b z 0 OOf , rr) LL m +� M LV N raft O L ,. N iL. ��) a L XS W i:�_ ! W_ a > O � � w� F-1 tD O U _ w :. H .. w —� O O z z` J W i 3 y 1.75 € . : u z J z .,$ CL L i„y.``"3 c ....1 f.....: rs-TRIAL NUMBER 1015.0 I�mnmm�r»�1 O w Q w o0 fY rn O �3: w LL_O = F- pt--z W I- O o- _ U) OJ O z w � o m Q > O Lu J ¢ ¢ O z 0 w in LLJ O w w cr_l d J ¢ ck� ¢ Lu � O O U- LU W Z J I- O m F Lu O �- cn w �oCV-1 U W m O oC Lu o�Q t� }} ¢ z z w Q�> � J z d Q U) Z U) W ¢ =oo' �O mug ouo O z O o U)z 0 uj V) LLI W = O V) m J = J ¢ ¢I- z¢ = U)m U) w p z O p W W = Z a U U) w U) OUJI O O wU)uP Lu�--� �Waz z W W O U Z = In J ¢ Ui U) O m (D z W oQ�Q (n¢O= �Lu 0 w ~U)� W Lu � w U H O U O z Luo�0z ¢ Z 0 Q uOV)oc o z z ¢ W z � � > U Z " ¢ o r� o o~ w <.3:u- z w z 0 WU) LLJ ~ z W W U') m (Dt=--Lu __ O2: ¢U n cnw z0OLL �'-+�O UJI Uj001- r ¢ U j OW Q � ° ~ 0 J uj ¢ ¢ d 0 SIMPSON LSTA36A HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL APA NARROW WALL BRACING METHOD TOP PLATE CONTINUITY 3" x 11 1/4" MIN. HEADER (BUILT-UP, IS REQUIRED T O. WALL ---SAWN (i.e�2=2x12)�OR PSL)- A PSL = TRUSJOIST PARALLAM OR APPROVED EQUIVALENT -- - - - - - - - - - ---------- LVL WITH THE FOLLOWING PROPERTIES: I CONTINUOUS HEADER -INSTALL HEADER AT TOP 1 E > OR = 2.0 X 10^6 PSI, I OF DOOR OPENING FOR IRC 2006 COMPLIANCE. Lj Fv > OR = 290 PSI, Q HEADER MUST BE INSTALLED AT TOP OF WALL Fc (PERPENDICULAR TO THE GRAIN) > OR = 750 PSI, AND I FOR IRC 2009 COMPLIANCE. 1 Fc (PARALLEL TO THE GRAIN) > OR = 2900 PSI.41 O. HDR �-� IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS REQUIRED. M IN. 2" x 2" x 3/16" - PLATE WASHER 1/2" DIA. ANCHOR - BOLT W/ 7" MIN. EMBEDMENT AND 2" x 2" x 3/16" PLATE WASHER, TYP. OUTSIDE CORNER DETAIL CONNECT THE TWO WALLS TOGETHER AS OUTLINED IN THIS DETAIL TO PROVIDE OVERTURNING RESTRAINT. THE FULLY SHEATHED WALL LINE PERPENDICULAR TO THE NARROW BRACING SEGMENT HELPS REDUCE THE OVERTURNING FORCE BECAUSE THE OVERTURNING MOMENT ACTS OVER A LONGER DISTANCE. 2' to 18' (FINISHED WI cc w00 co MIN. (2) 2x4TYP. I I HIEADEOR STRAP6A- 0 00 z oo JACK STUDS 24-10d. NAILS ON oco INSIDE FACE OF WALL o p FASTEN SHEATHING TO uGAnGD )Au QA r nnnnnnni I I INT. GARAGEcc 00 ^vim" vv v NAILS IN 3" GRID PATTERN PARTITION WALL 00 co AS SHOWN AND 3" O.C. IN 00 cc ALL FRAMING (STUDS AND co 00 co cc SILLS) TYP. MIN. WIDTH BASED ON 6:1 HEIGHT TO WIDTH RATIO: EX. 16" MIN. FOR 8' HEIGHT, 20" FOR 10' HEIGHT. OUTSIDE ELEVATION 16d. NAILS AT 12" O.C. ORIENTATION OF STUD MAY VARY GYP BOARD INSTALLED PER IRC CHAPTER 7 WOOD STRUCTURAL PANEL INSTALLED PER IRC TABLE R602.3(1) NO. OF JACK - STUDS PER TABLE R502.5(1 &2) QL .Q • �°.L ° A GARAGE DOOR BRACING DETAIL (BRACED WALL TYPE CS-PF) USE EVERY NAIL HOLE IN, USE BOTH ROWS. CMST AND LST149 STRAPS REQUIRE DOUBLE STUDS FOR END LENGTHS, SEE HOLDOWN SCHEDULE. ONE HOLDOWN TO BE INSTALLED AT THE END 01 SHEARWALL AS INDICATE ON PLANS. CUT LENGTH = (2 x END LENGTH) + FLOOR JOIST DEPTH + 5 1/4" NAILS NOT REQUIRED IN CLEAR SPAN PROVIDE MIN. 1 5/8" END DISTANCE FOR CS AND CN STRAPS EQUAL NUMBER OF NAILS IN EP.... _.._ (SEE HOLDOWN SCHEDULE) - MAY BE INSTALLED OVER SHEATHING ° gPPATPIr\IG FILLER IF NEEDED 16d. SINKER NAILS IN 2 ROWS 9 3" O.C. SIMPSON LSTA36 HEADER STRAP + 24-10d. NAILS ON INSIDE FACE OF WALL 7/16" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING SECTION A -A SHEAR WALL HOLDOWN =NG-6 A4L.1 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) SIMPSON CNW 5/8 OR CNW 7/8 COUPLER NUT IF NEEDED. ALL -THREAD ROD PER HOLDOWN SCHEDULE. DRILL AND INSTALL INTO FOOTING WITH SIMPSON ADHESIVE* OR EQU- ' ' ROD MAY BE BENT' ALLOW IT TO BE IN; WITHIN CMU CELL. MIN. EMBED. INTO FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" a EMBED INTO MIN. 6" THICK STEM ° -7/8" DIA. ROD REQUIRES 15" EMBED INTO MIN. 8" THICK STEM) X, ALL -THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT 2-2x STUDS AT HOLDDOWN (3-2X STUDS @ HD-5) MIN. EMBED. INTO FOUNDATION WALL OR FOOTING (5" FOR 5/8" DIA. ROD, 7" FOR 7/8" DIA. ROD. (WHEN EMBEDDING INTO STEMWALL: -5/8" DIA. ROD REQUIRES 10" EMBED INTO MIN. 6" THICK STEM -7/8" DIA. ROD REQUIRES 15" Ile EMBED INTO MIN. 8" THICK STEM)Zl 4- ALL-THREAD ROD PER - HOLDOWN SCHEDULE. DRILL AND INSTALL WITH SIMPSON ADHESIVE* OR EQUIVALENT RIMP.()N I-Ioi nnvvN IPER SCHEDULE. (SUBSTITUTE IHD-1 FOR (2) HD-6, AND SUBSTITUTE HD-1A FOR (1) IHD-6 INDICATED ON PLANS) CMU BLOCK F 4, d ° ° d ° 4 4 a 4 * FOR TEMPS. > 40 DEGREES F, USE SIMPSON "SET" ADHESIVE. FOR TEMPS. < 40 DEGREES, USE SIMPSON "AT" ADHESIVE. SIMPSON HOLDDOWN PER SCHEDULE d a ° ° 4 a 4 °° -7. d / =NG-3 SHEAR WALL HOLDOWN FDN A4L.1 ENG-1 A4L.1 OSB = IIVS IALL // 16" OSB OIV ONE SIDE OF VVALL VV/ OU. UUIVIIVIVIV NAILS @ 4" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED OR 16 GA. X 1 W STAPLES (MIN. 7/16" CROWN) @ 3" EDGE, 6" O.C. INTERMEDIATE SUPPORTS - EDGES BLOCKED. DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE): 5d. COOLER NAILS FOR 1/" DRYWALL (6d. COOLER NAILS FOR 5/8" DRYWALL) AT 7" O.C. EDGE AND INTERMEDIATE SUPPORTS - EDGES UNBLOCKED, QR NO. 6 -1 1/4" TYPE W OR TYPE S SCREWS @ 8" O.C. EDGE, 12" O.C. INTERMEDIATE SUPPORTS - EDGES UNBLOCKED. A e-% n 1- 7 A f% C% I I: A T I 1 1 A 1 I U o h C/-\ 1 rl I IV SHEARWALL TYPE - SEE SCHEDULE FOR SHEATHING TYPE AND NAILING PATTERN S W-# V A 1 1 AC H IVI E IN 1 S BRACED WALL TYPE - SEE SCHEDULE FOR COMPOSITION XXX-X BRACED WALL SCHEDULE TYPE SHEATHING TYPE MIN. THICKNESS CONNECTION CRITERIA lx4 WOOD OR APPROVED WOOD' (2) 8d. NAILS PER STUD LIB LET -IN -BRACING METAL STRAPS AT 45 - 60 METAL: PER MANUFACTURER or X DEGREE ANGLES ( SEE DETAIL "ENGS/A41L.1") 6d. COMMON (2"xO.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" O.C. (INTERMEDIATE SUPPORTS) OR 16 GA. x 1-3/4" STAPLES WSP WOOD STRUCTURAL PANEL 3/8" (MIN. 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. INTERMEDIATE SUPPORTS NAILS OR SCREWS @ 7" O.C. @ PANEL EDGES INCLUDING TOP GB GYPSUM BOARD 1/2" & BOTTOM PLATES. FOR INTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R 702.3.5 (IRC 2009) 6d. COMMON (2"xO.113") NAILS @ 6" O.C. (PANEL EDGES) & 12" CS-WSP CONTINUOUSLY SHEATHED 3/8„ O.C. (INTERMEDIATE SUPPORTS) OR 16 GA. x 1-3/4" WOOD STRUCTURAL PANELS STAPLES(MIN, 7/16" CROWN) @ 3" O.C. (PANEL EDGES) & 6" O.C. (INTERMEDIATE SUPPORTS SHEAR WALL SCHEDULE TYPE SHEATHING FASTENER 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. OSB ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD - BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O C. SW-1 ONE SIDE- 7/16" OSB IN FIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED 16 GA. x 1-3/4" STAPLES (MIN. 7/16" CROWN) @ 3" AT EDGES 6" O.C. SW-lA BOTH SIDES- 7/16" OSB INFIELD- BLOCKED OR 8d. COMMON NAILS @ 4" AT EDGES, 12" IN FIELD -BLOCKED SW-2 ONE SIDE- 7/16" OSB -INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-2A BOTH SIDES- 7/16" OSB - INSTALL HORIZONTALLY 8d. COMMON NAILS @ 3" AT EDGES, 6" IN FIELD -BLOCKED SW-3 1/2" GYPSUM BOARD ONE SIDE 5d. COOLER NAILS @ 7" O.0 OR No.6 -1 +' SCREWS TYPES W OR S SW-3A 1/2" GYPSUM BOARD BOTH SIDES 5d. COOLER NAILS @ 7" O.C. OR No.6 -1 +' SCREWS TYPES W OR S ONE SIDE- 7/16" OSB SHEATHING (VERTICAL) REFERENCE SW-1 AND SW-3 SW-4 PLUS FASTENING REQUIREMENTS ONE SIDE - 1/2" GYPSUM BOARD ONE SIDE SW-5* ONE SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O.C. IN FIELD - BLOCKED SW-5A* BOTH SIDE - 7/16" OSB 8d. COMMON NAILS @ 2" AT EDGES 6" O.C. IN FIELD - BLOCKED DESIGNATES FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED 1-1/2" WHERE NAILS ARE SPACED AT 2" O.C. CONTRACTOR MAY PROVIDE A (2) 2X BUILT UP POST AT THESE LOCATIONS. BUILT UP STUDS SHALL BE NAILED TOGETHER w/ (2) 10d. COMMON WIRE NAILS AT 6" O.C. HOLDOWN SCHEDULE MARK HOLDOWN DESCRIPTION FASTENER SIMPSON HTT16 OR HTT4 18-16d. x 2 1/2" NAILS & 5/8" DIA. ALL -THREAD ROD. INSTALL HD-1 (WITH OPT 017 - USE SIMPSON CMSTC16 STRAP TIE W/ 25" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A411_.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CMSTCI6: 25 -16d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A41L.3") PANEL SET - SEE DETAIL "ENG-3/A4L.1" SIMPSON LTT20B 10-10d. NAILS + 5/8" DIA. ALL -THREAD ROD. INSTALL HD-1A (WITH OPT 017 - USE SIMPSON CS16 STRAP TIE W/ 14" AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" END LENGTH AT FIRST FLOOR LEVEL AND SIMPSON HTT16 FOR CST16: 10-8d. NAILS EACH END. INSTALL AFTER WALL AT FOUNDATION - SEE DETAIL "ENG-19/A41L.3") PANEL SET - SEE DETAIL "ENG-3/A4L.1" HD-2 SIMPSON CS16 STRAP TIE 13" END LENGTH (ABOVE 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET BOTTOM PLATE) SEE DETAIL "ENG-3/A4L.1" HD-2A SIMPSON CS16 STRAP TIE 13" END LENGTH- 10-8d. NAILS EACH END. INSTALL AFTER WALL PANEL SET WRAP AROUND BEAM/JOIST BELOW SEE DETAILS "ENG-14, ENG-18 /A4L.2" HD-3 SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH END. INSTALL AFTER WALL PANEL SET. BOTTOM PLATE) - ATTACH TO DOUBLE STUDS SEE DETAIL "ENG-3/A4L.1" SIMPSON CMSTC16 W/ 20" END LENGTH (ABOVE 25-16d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET HD-3A BOTTOM PLATE) WRAP AROUND BEAM/JOIST BELOW - SEE DETAILS "ENG-14, ENG-18 /A4L.2" ATTACH TO DOUBLE STUDS HD-4 SIMPSON CMST14 W/ 30" END LENGTH - ATTACH 33-1 Od. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. TO DOUBLE STUDS) SEE DETAIL "ENG-3/A4L.1" HD-4A SIMPSON CMST14 W/ 30" END LENGTH WRAP AROUND 33-10d. NAILS EACH SIDE. INSTALL AFTER WALL PANEL SET. BEAM/JOIST BELOW - ATTACH TO DOUBLE STUDS SEE DETAILS "ENG-14, ENG-18 /A4L.2" SIMPSON HDQ8-SDS3 20-SDS1/4X3 WOOD SCREWS & 7/8" DIA. ALL -THREAD ROD. INSTALL AFTER WALL PANEL SET. SEE DETAIL "ENG-1/A4L.1" HD-5 (WITH OPT 017 -USE SIMPSON CMST14 STRAP AT FIRST FLOOR LEVEL AND SIMPSON HDQ8-SDS3 AT FOUNDATION SEE DETAIL" ENG-19/A4L.3") 1. FOR BASIC WIND SPEEDS < 100 MPH, INSTALL (1) SIMPSON H 1 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. FOR BASIC WIND SPEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS AND RAFTER BEARING POINT, MIN. - SEE DETAIL ENG-7/A4L.2 SCHEDULES ,oN N EcT/'b''%. • OWE • '. x}•.• No .•. < < < < < < Ce 0) ( 6 > C C m >; < o U) ro - JO V) ai z M L L. oO) _N Is V) u U V w Q O > > - r, ) a ui Lo NLu � L.f') N i 119 £0 0 a�w < O 0 t 7? 0 Lo - � M ' O < < smi . 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TYP. HURRICANE TIE DETAILS EN[ SIMPSON HOLDOV PER PLAN INSTALL DOUBLE WITS DIRECTLY BELOW SHEARWALL SHEARWALL TO DOUBLE WIJ NG-18 CONNECTION DETAIL ,I _ RAFTER OR 1 rx SIMPSON VGT 5/8" THREADEC SIMPSON HTT4 ENG. ROOF TRUSSES RAFTER OR TRUSS SIMPSON H10 HURRICANE TIE FOR BASIC WIND SPEEDS > 100 MPH m m m 2-10d NAIL @ 12" O.C. STAGGER INT. SHEARWALL (DOUBLE -SIDED GYPSUM BOARG0) O SIMPSON H1 HURRICANE TIE FOR BASIC WIND SPEEDS <_ 100 MPH NOTE: SIMPSON H2.5A CAN BE USED IF NO SHEAR WALL IS BELOW. WIJ CENTERED OVE SHEAR WALL WI A -A m A4L.2 SHEARWALL I BELOW TYP. FLOOR DIAPHRAGM TO INTERIOR NG-11 SHEARWALL CONNECTION A4L.2 DOUBLE TOP PLATE 6 2-10d NAILS OSB RIM BOARD SIMPSON HOLDOWN PER SCHEDULE z 00 ,, d SIMPSON LTP4 FRAMING PLATES AT END LENGTH n tk HORIZONTAL SEAMS IN EXTERIOR -- ! SHEATHING @ 48" O.C. OR FIRST FLOOR 6" LONG SIMPSON STRONG -DRIVE SDWC — 2X4 FLAT BLOCKING @ 12" O.C. o r TRUSS SCREW @ 16 O.C. 4" PLYWOOD O (THROUGH TOP PLATES, INTO RIM TOP OF PLATE W I J u_ BOARD) NOTE: � -INT. SHEAR WALL u_ SIMPSON LTP4 FRAMING PLATES TO BE (DOUBLE -SIDED GYP. 61 INSTALLED AS INDICATED OVER STEEL BEAM OR PSL PER BOARD OR OSB SIDED) EXTERIOR SHEATHING PLAN SHEAR WALL HOLDOWN (1) ADDITIONAL STUD REQUIRED FOR HD-5 (2) 2X STUDS HOLDOWN HOLDOWN (SEE SCHEDULE FO. TYP. SHEARWALL DETAIL NG- A4L.2 I FLAT BLOCKING -10d NAILS @ 12" O.C. R STUD CONNECTED NSFER SHEAR DMMON NAILS C. FULL HEIGHT OF :NG-13 TYP. ROOF DIAPHRAGM TO INTERIOR A4L.2 SHEARWALL CONNECTION TYP. FLOOR DIAPHRAGM TO EXTERIOR ENG-9 SHEARWALL CONNECTION A4L.2 PROVIDE SOLI[ BLOCKING @ STEEL BEAM. EVERY THIRD BAY MAY BE REMOVED/PENETRATED FOR HVAC/PLUMBING. :NG-12 II- JOISTS BLOCKING @ SHEARWALL A4L.2 SOLID I -JOISTS BLOCKING STEEL BEAM PER PLAN NG-8 A4L.2 \\\��a�unurrrnrurrrrri n _ r//i.. =Qoa a • -N. :° y Sb x'f'�••. NO. 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NAILS T 3" O.C. VERT. AIL STUDS TO SHEATHING IITH NAILING PATTERN IDICATED IN THE SHEARWALL/ RACED WALL SCHEDULE NISH GRADE CRAWL SPACE HOLDOWN DE S U�► ") SIMPSON STRAP TIE PER SCHEDULE - INST ON ONE FACE OF STU ONLY FIRST FLOOR TOP OF PLATE CUT LENGTH = (2 x END LENGTH) JOIST DEPTH ,- 5 1/4" SIMPSON HOLDOWN PER SCHEDULE TOP OF FOUNDATION al IVIII V. L-IVI"LIJ. A4L.3 NG-1 A4L.3 Go�UGG amp s o N 00 �i�i��uunmlwu�oU\\\ a a a Q a a �, � c a a o -> -0 z �, L M / (Jf U N U f6 (0 O > > — 4 a (� F _ O 0') M Lo < z M mms EN I r; 16 L0 t , < ® M am o 0 0 ct c Lo n O .; N LU LU w In l) U) cn cn U) �� w cD cD cD Lu oL N --i N. o>Ln --I >• o00 w uj Lu Lu LamLu i 0 Lui L 0 la� Lu U U Lu w � J O s cam; �a Lu UI � U � C=7 00 J DC LU UJ C=7 C U � < < €L.ce- L3 4 @MID SPAN ONLY MIN. 16"\\\\\\\\`\``\G®INIINIIilllllll//j��i�i MAX. 19.2 U 1 1/2" DIA. HOLE MAY BE • 217 LOCATED ANYWHERE IN WEB. _ @ 18" W.I.J., 2x4 -5WEB STIFFENERS, _ o • c 2 REFER TO DETAIL 2xA FLAT BLOCKING AT i END BEARING o O ALL MEASUREMENTS ARE FROM CENTER ' 24" O.C. UNDER % (A o •o 0_ OF HOLE TO INSIDE FACE OF SUPPORT 1/A4SD 2X4 FLAT BLOCKING AT CONDITION = NON BEARING WALL ABOVE i o O� • Q `1 J INSTALL 2X BLOCKING PARALLEL PARTITION, 2 PARALLEL PARTITION BEARING �i�, 'OF e,NO •.• `.�.�� a 11" HOLE FOR 10" RANGE HOOD (EACH SIDE OF DUCT) ON (16d) TOE -NAILED AT 2-16d TOE -NAILED AT EACH END �''o�,F�/S pEOpQ��>>� -7 MIN D 2D 2L L EXHAUST 1 SIDE OF I JOIST TO BE EACH END !!!//!/1111111111111111�1\1 CUT FOR DUCT WORK. 1 1/8" OSB A GROUP OF SMALL HOLES MIN. MIN. DUCTWORK MUST FIT INSIDE A CIRCLE, MAX. HOLE DIA. = HALF -WALL U INSIDE FACE SEE CHART BELOW DECKING RIM JOIST MEETING THE CRITERIA FOR CLEAR DISTANCE BETWEEN ECTION A FLOOR OF SUPPORT SQUARE HOLE SIZE IS ROUND HOLES. FLANGES MINUS 1/4" .75 OF ALLOWABLE ROUND DECKING HOLE DIAMETER -SPAN ONLY) A (@ MID DOUBLE 2x4 AT END Q a ¢ Q Q Q QQ Q / I OF HALF WALL Q� Q_ Q Q CHART FOR SIMPLE SPANS WITH OUT SPECIAL LOADING CONDITIONS / / I I j FLOOR DROPPED INTO USE 2 3 1/2" > C C .� y ax z DECKING FLOOR DECK (16d) TOE NAILS p U) 1 Z u p O W Q DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) W I / TOP OM AND DLOCUKINOGM C7 0 v o c CD / INTO W.I.J. m w m NOTES 2" 3" 4" 5" 6" 7" 8" 9" 10" 2x4 FLAT ON EACH SIDE OF BLOCKING u N c O ,--� O 9.5" (IB400) 0'-7" V-9" 2'-11" 4'-3" T-T oC ^ 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 2'-0" MAX. = 14" (IB600) 0'-7" 0'-8" 1' 9" 3'-l" 4'-5" T-10" 7'-7" DOUBLE 2x4 a� ra ED _ = PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING CANTILEVER a � 16" (IB600) 0'-7" 0'-8" 1'-4" 2'-8" 4'-l" 5'-6" T-O" 8'-6" ADDITIONAL OSB RIM O w F_ NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE NOTE: BEARING = 18" (IB800) 0' 7" V-8' 2' 3" 3' 3' 4' 2" 5' 3" 6' S" 7' 8" 8' il' FOR POINT LOADS RIM 0 F- Z CUTTING CRITERIA. DO NOT CUT TOP OR WALL W O BOTTOM FLANGE OF BELOW REQUIRED) SEE 2/A-4SD a 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF I -JOISTS I JOIST 0 O Z THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN BEARING PLATE FASTENED TO �- W = O EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE NOTE:Nt w PER GEN NOTES SOLID I -BLOCKING �;_ ,�� LOCATED AS SHOWN ABOVE FOR A 10" DIA, HOLE HOLE MAY NOT BE CONCRETE WALL (TO BE INSTALLEDIt LOCATED BELOW POST AFTER CANTILEVERED Lo 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES FLOOR IS INSULATED) ,,,,,, � Q M Q > O THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. 0 0 0 W.I.J. HOLE CUTTING CRITERIA FOR RANGE HOOD EXHAUST 21 < a N OA- 0 2X BLOCKING UNDER 12 s UNREINFORCED 4 9 1/2" IB400, 14" IB600, 16" IB600, AND 18" IB800 SDDUCT THROUGH W.I.J. A-4SD NON -BEARING PARTITION A-4S HALF -WALL END DETAIL A-4SD A-4SD0 CANTILEVER U N r, W WIJ DEPTH NO. OF - @ 18" W.I.J., 2x4 WEB STIFFENERS, FULL DEPTH BLOCKING @ 16" O.C. y <� LU UNIFORMLY DETAIL DESIGNATOR IN) SIZE NAIL SIZE &SPACING ROWS REFER TO DETAIL 1/A4SD W/ (2) 16d TOE -NAILED AT TOP & "°°°°°�° O 0 Z WIJ DISTRIBUTED BEARING LOAD ( - _ > 2X8 RIPPED TO 6" + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN BOTTOM EACH END: AT JOISTS LOAD (PLF) AO OB CO PARALLEL TO PARTITION, DEPTH 9.5" PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 2 (3) 16d @ 2X SQUASH BLOCKS (IN.) CONTINUOUS 2 FOOT 3 FOOT 4 FOOT ROWS OF MIN. DEPTH OF SIZE OF NAIL SIZE & SIMPSON OR EQUIV. JOIST 16" O.C. FROM SILL OF WALL TO IF REQUIRED BELOW' W X4 & 2X8 (10.25" DEEP) + 7/16" 2.5" (8d) NAILS AT 12" O.C. DRIVEN POINT LOADS if; O O U a J BACKER BACKER BACKER BACKER NAILS BLOCKING (IN.) BACKER SPACING HANGER PER PLAN (SEE DET. #14) 14 PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) 3 BLOCKING OR JOIST 0 � M 1" NET PLYWOOD/ 33' (16d) NAILS 2X4 & 2X10 13.25" DEEP) + 2.5" (8d) NAILS AT 12" O.C. DRIVEN i Mw' Lo w Z Q 9,5" 400 1200 1200 1600 2 51/2" ( IY Q OSB (NOTE 2) @ 6" O.C. W.I.J. BLOCKING (OR DOUBLE 16" 4 w w � � W.I.J. WITH FILLER AS PER PLAN) 7/16" PLYWOOD/OSB (NOTE 3) FROM EACH SIDE (STAGGERED) FLOOR 1 1/8" OSB RIM � ``�� 1' NET PLYWOOD/ 3.5" (16d) NAILS O W 14" 600 1200 1800 2400 3 10 3/4" (IF DOUBLED SEE 11/A-4SD 3.5" (16d) NAILS AT 12" O.C. DRIVEN DECKING JST. & WIJ RIM r (y OSB (NOTE 2) @ 6" O.C. ) 18" (2) (2X4 + 2X12) 4 WlL FROM EACH SIDE STAGGERED JST. @ END WALL J 16" 800 1600 2400 3200 3 12 3/4" 1" NET PLYWOOD/ 3.5" (16d) NAILS @ 18" W.I.J., 2x4 WEB STIFFENERS, ( ) CONDITIONS TYP. Lo = Z m OSB (NOTE 2) @ 6" O.C. FILLER BLOCK NOTES / Ur REFER TO DETAIL 1/A4SD I N ~ 0 Ln 18" 800 1600 2400 3200 3 14 3/4" (2) (2x4 + 2x12) 3.5" (16d) NAILS 1) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, / ~ Z @ 6" O.C. PROVIDE 1" OSB STIFFENER TIGHT TO THE BOTTOM FLANGE FOR FACE MOUNT HANGERS. ` I I SECOND FLOOR 0 0 W LENGTH EQUAL TO FILLER- ONLY 2) FOR UNIFORM SIDE LOADS A CONTINUOUS FILLER BLOCK MUST BE USED r N O� a BACKER BLOCK NOTES WHEN THERE IS MORE THAN 1/8" 3) WHERE MULTIPLE 2X'S ARE REQUIRED, STAGGER VERTICAL JOINTS. � / _ W 1) NAILS MAY BE COMMON, ARDOX, SPIRAL, RINGED, COATED OR AIR GUN NAILS _ z GAP BETWEEN THE TOP CHORD (OF FILLER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS. N z / BEARING FASTENED 00 pC W/ THE SAME SIZE DESIGNATION INDICATED IN THE TABLES (8d OR 16d) ti THE W.I.J.) & THE TOP 4) FOR CONCENTRATED LOADS, INSTALL A FILLER BLOCK CENTERED AT I [ATO DOUBLE TOP PLATE MOUNT HANGER. Z U W 2) CAPACITIES GIVEN ARE FOR KILN DRIED LUMBER AND STANDARD TERM LOAD z THE LOAD LOCATION W/ AN EQUAL OR GREATER LENGTH THAN THE m DURATION MULTIPLY PERMISSIBLE LOADS BY .8 WHEN USING GREEN LUMBER. ^' WHEN THIS CONDITION OCCURS, NAIL 0 STIFFENER W/ 3" (lOd) @ 3" O.C. CORRESPONDING BACKER BLOCK LENGTH. ALSO, INSTALL FILLERS W/ Q 0 0 MULTIPLY BY APPROPRIATE FACTOR FOR OTHER LOAD DURATIONS AS ALLOWED " 4'-0" A MIN. LENGTH OF 3 1/2AT A MAX. SPACING OF 4-0O.C. FOR THE VERTICALLY & HORIZONTALLY. ADDITIONAL OSB RIM FOR FULL DEPTH BLOCKING CONT. U Z BY LOCAL BUILDING CODES. REMAINING PORTION OF THE GIRDER. FASTEN THESE INTERMEDIATE POINT LOADS (IF W/ (2) 16d TOE NAILED U) U) (n LU INSTALL TIGHT TO TOP CHORD FOR LUJ Q 3) INSTALL TIGHT TO THE TOP FLANGE FOR TOP MOUNT HANGERS, TIGHT TO TOP -MOUNT HANGERS & TIGHT TO FILLERS W/ AT LEAST 6 NAILS FROM EACH SIDE (SEE 19/A-4SD). REQUIRED) SEE 2/A 4SD AT TOP &BOTTOM EACH END: O O O ,U, �-, THE BOTTOM FLANGE FOR FACE MOUNTED HANGERS. BOTTOM CHORD FOR FACEQ AT JOISTS PERPENDICULAR TO FULL DEPTH BLOCKING AT 48" O.C. 0 0 0 Z Q u- 4) EQUIVALENT BACKER THICKNESS MAY BE MADE UP FROM MULTIPLE PLIES " A \�' MOUNT HANGERS. NOTE: FOR FIRST FULL JOIST BAY. , Z Z � OF PLYWOOD OR OSB. ALTERNATES: 1" OR 1 1/8" THICKNESS OF OSB RIM BD. ` � � BEARING PLATE FASTENED PARTITION, (3) 16d @ 16" O.C. C7 U' U' � ;....: Q O > BACKER BLOCKS MUST BE GREATER IN HEIGHT THAN FLUSH MOUNTED HANGERS, 2x4 WEB STIFFENER EACH SIDE, 1/8' SHORT TO PREVENT DAMAGE TO THE ALL FILLER BLOCKS SHOULD BE CUT APPROX. BACKER BLOCK AS TO CONCRETE WALL PER FROM SILL OF WALL TO BLOCKING TOE NAIL OR HANGER BLOCKING TO JOISTS. AND MUST ALSO MEET OR EXCEED MIN. DEPTH REQUIREMENTS IN TABLE 1. PROVIDE FILLER BLOCK CENTERED TIGHT TO TOP CHORD WITH 3 REQUIRED PER 19/A-4SD OR JOIST. EVERY THIRD BAY MAY BE , , , W Z� .--� FLANGE WEB JOINT. INSTALL TIGHT TO TOP GENERAL NOTES : t a J 5) FOR UNIFORM SIDE LOADS A CONTINUOUS BACKER BLOCK MUST BE USED. FOR ON POINT LOAD LOCATION AS (10d) NAILS MIN. 3" O.C. EACH CHORD FOR TOP MOUNT HANGERS, TIGHT PROVIDE FOR SIDE REMOVED/PENETRATED FOR OM N N Q CONCENTRATED LOADS, USE THE APPROPRIATE LENGTH OF BACKER BLOCK (2'-4') NOTED ON PLANS. WITH A LOAD CONDITIONS BEARING PLATE FASTENED +-i = LENGTH GREATER THAN OR SIDE (IF REQUIRED BY POINT TO BOTTOM CHORD FOR FACE MOUNTED- HVAC/PLUMBING. ^ f..... ~ AS NOTED ON PLANS. BACKER BLOCKS SHALL BE CENTERED AT HANGER LOCATIONS HANGERS. FIRST FLOOR `':° O O o QV) LOAD ABOVE PER PLAN TO CONCRETE WALL :. EQUAL TO BACKING BLOCK ) NOTE: FOR IRC 2009, 2012 ONLY. FOR IRC 2000, 2003, 2006 REFER TO DETAIL 12/A4SD. PER GEN NOTES p €{ 7- r14 o o INTERMEDIATE FILLER & 19 O JOIST BLOCKING UNDER 15 CONTINUOUS FILLER & BACKER 11 FULL DEPTH BLOCKING UNDER OSB RIM & JOISTS 3 m BACKER BLOCKS @DOUBLE W.I.J. A-4SD DESIGN. BEARING LOADS BTWN. JOISTS A-4SD BLOCKS @ DOUBLE W.I.J. A-4SD BRACED WALL PARTITIONS A-4SD PARALLEL @ END WALL A-4SD OJ Z 8d @ 6" O.C. 16d @ 16" O.C. - I 0 U 0 WALL 1 1/8" OSB _ SHEATHING FASTEN SQUASH BLOCKS I# F- U RIM JOIST NAILED < V- U) SECTIONS W.I.]. NAILS TOP ANDS" 10d I Z 0 O z DETAILS (16d) @ 8" O.C. BOTTOM (TYPICAL) TO TOP &BOTTOM 0 AND FLANGES WITH ¢w 2-3"(10d) NAILS «� EACH U) W m Z O Q Lu W.I.J. GIRDER DOUBLE W.I.]. GIRDER w/ FLOOR 1CL Q w W '--' SIMPSON OR EQUIV. ' > a U) p ND BEARING BUILT UP COLUMN FLOOR FILLER BLOCKING AT EACH SIMPSON OR EQUIV. DECKING M # w JOIST HANGER PER PLAN. (JACK STUDS OR DECKING HANGER, Ii € w � S PER CONDITIONS JOIST HANGER S PER DETAILS a PSL COLUMN) SEE DETAIL 19C/A4SD FOR PER PLAN 3 pwp J = 1/A-4SD USE 2-3 1/2" u INTERMEDIATE FILLER. / I 2/A-4SD 1 SEE DETAIL ll/A4SD FOR / J Q (16d) NAILS PER � J U 12/A-4SD WIJ AT 1 1/2" MIN. 1 3/4" X 14" LVL Z Q (n m II GUSSET @ FROM THE END } U=j W Z WALL OF THE JOIST STAIR OPENING @ IFF W.I.J., 2x4 WEB CONTINUOUS MULTIPLE FILLER WITH STIFFENERS, REFER TO MULTIPLE SIDE -LOADED co U) > SHEATHING WiJ @ PARAI_L EI DETAIL 1/A4SD CONDITIONS. p Z O Q PER CONDITIONS PER III - @ 18" W.T.J., 2x4 WEB @ 18" W.I.J., 2x4 WEB w W = SECTIONS 3/A 4SD VJ STIFFENERS, REFER TO STIFFENERS, REFER TO Z U DETAILS 1" OSB STIFFENER \ DETAIL 1/A4SD DETAIL 1/A4SD AND 2 2 U U W TO BOTH SIDES OF GIRDER ADDITIONAL 1" OSB-RIM JOIST O Q O D z BLOCKING UNDER ANY DOUBLE Q Q ' 0 @18" W.I.J. (2x4+2x12) 2X SQUASH BLOCKS 1" OSB STIFFENER U H (16d) @ 8" O.C. LENGTH EQUAL TO FILLER REQUIRED BELOW LENGTH EQUAL TO FILLER- BEARING PLATE JACK STUD (1 KING & 2 JACKS) J J ,� Q w �-, BUILT UP COLUMN I ONLY WHEN THERE IS MORE THAN FASTENED TO OR GREATER POINT LOAD ONLY WHEN THERE IS MORE THAN CONDITION AT EXTERIOR WALLS O O Q W F- F- 1/8" GAP BETWEEN THE TOP CHORD (OF 1/8" GAP BETWEEN THE TOP CHORD (OF CONCRETE WALL O Z a Z TOE NAIL OSB PER GEN NOTES z THE W.I.J.) & THE TOP -MOUNT HANGER. THE W.I.J.) & THE TOP -MOUNT HANGER. , 1-4 W W O RIM BD. TO DBL. WHEN THIS CONDITION OCCURS, NAIL WHEN THIS CONDITION OCCURS, NAIL s U TOP PLATES W/ z Q 0 3" (lOd) NAILS @ 6" STIFFENER W/ 3" (lOd) @ 3" O.C. CUT SQUASH BLOCKS \ / STIFFENER W/ 3" (lOd) @ 3" O.C. _ O.C. FASTENER SIZE VERTICALLY & HORIZONTALLY. INSTALL 1/16" DEEPER THAN VERTICALLY & HORIZONTALLY. INSTALL CONTINUOUS SUPPORT J ¢ AND SPACING AS TIGHT TO TOP CHORD FOR TOP -MOUNT I JOIST DEPTH �- — TIGHT TO TOP CHORD FOR TOP -MOUNT J PER BUILDING HANGERS & TIGHT TO BOTTOM HANGERS & TIGHT TO BOTTOM (2 x SILL PLATE) " <i CODESM w = Z CHORD FOR FACE -MOUNT HANGERS. CHORD FOR FACE -MOUNT HANGERS. s Lu } z DIAPHRAGM & 18 DETAIL @ 17 14 10 HANGER CONNE TI N T 6 2 W w � � RIM BD. NAILING A-4SD STAIR OPENING A-4SD FLUSH W.I.J. TO W.I.J. A-4SD SQUASH BLOCK BELOW POST A-4SD SUPER I GIRDER O O A-4SD BEARING ON CONCRETE WALL A-4SD z 0 s� � U, ¢ Q = PARALLAM OR USE 2X SQUASH BLOCKS TO TRANSFER W W W i- BEAM LOAD FROM UPPER TO LOWER 0 U) WALL. FASTEN SQUASH BLOCKS ADDITIONAL AUNDER SANYDOUBLE UBLE W '-' 1 1/8" OSB RIM JOIST TO W = = O TO W.I.]. W/ (2) 3" lOd NAILS BLOCKING U F' SIMPSON OR EQUIV. TOP & BOTTOM). SQUASH BLOCKS JACK STUD (1 KING & 2 JACK) OR W.I.J. WITH 2 3"(10d) TO BE 1/16" DEEPER THAN ]ST. DEPTH NAILS TOP AND BOTTOM Q Z ul JOIST HANGER PER PLAN GREATER POINT LOAD CONDITION O Z F00 O 2 0 15" TRUNK INSTALL 2 X BLOCKING AT EXTERIOR WALLS (TYP.) Lu (EACH SIDE OF DUCT) ON @ 18" W.I.J., 2x4 WEB ADD SOLID BLOCKING Q Z uj O ¢ DUCT 1 SIDE OF I JOIST TO STIFFENERS, REFER TO EVERY OTHER JOIST u 0 U j � 16" MAX. OPENING BE CUT FOR DUCT WORK. DETAIL 1/A4SD SPACING (NOT SHOWN) 1/8" TO 1/4" GAP z a:¢ AT CENTER LINE OSB Z W > BLOCKING FLOOR DECKING Q Z z 1" OSB STIFFENER DECKING W w _ SINGLE W.I.J. LENGTH EQUAL TO FILLER- / I z¢ ^ z Q CI - ONLY WHEN THERE IS MORE THAN 7 w �u WO o PARALLAM OR 1/8" GAP BETWEEN THE TOP CHORD (OF I I (4) 10d NAILS a � ¢ a' BEAM THE W.I.J.) & THE TOP -MOUNT HANGER. I I p �--+ 0 WHEN THIS CONDITION OCCURS NAIL I Z W Lu STIFFENER W/ 3" (10d) @ 3" D.C. � U- VERTICALLY & HORIZONTALLY. INSTALL F- TIGHT TO TOP CHORD FOR TOP -MOUNT / H V U O NOTE: HANGERS & TIGHT TO BOTTOM IJOISTS NO GAP Lu Z a z DO NOT CUT CHORD FOR FACE -MOUNT HANGERS. Q (n U-1 TOP OR BOTTOM j @ 18" W.I.J., 2x4 WEB I JOISTS LU LU OC FLANGE OF I -JOIST STIFFENERS, REFER TO 2-3 1/2" (16d) NAILS INTO Z _ U) WALL PLATE (TYP.) U = w F' DETAIL 1/A4SD THIS HOLE SIZE HAS 1 1/8" OSB HAS BEEN APPROVED JOISTS MAY BUTT TOGETHER OR BYPASS RIM JST. BD. @ NAIL BLOCKING TO OSB w BY MANUFACTURER'S (6" MIN. OVERLAP FOR BYPASS) AT INTERIOR EXT. WALLS (TYP.) w/ 2-3" (10d) TOE -NAILS @ 18" W.I.J., 2x4 WEB STIFFENER EACH CInC nC MCC AT CA!"U CLAIM nInTCT a 5 m (, I EIVGiIVEER I BEARING. 1 1/2" (MIN.) BEARING REQUIRED TOP AND BOTTOM (TYP.) �i�� vi C ni �nwi uv� �i wiai Z J DOUBLE W.I.J. FOR EACH JOIST. FASTEN JOIST TO a 0 0 w0 INTERIOR BEARING WALL WITH 2-3 1/2" (16d) NAILS J ' o� 0 w 16 13 9 OSB BLOCKING DETAIL Z Z = TRUNK DUCT THROUGH W.I.J. A-4SD FLUSH BEAM CONNECTIONS A-4SD INTERIOR LOAD BEARING WALL A-4SD @ E=XTERIOR WALLS A-4SD JOISTS PERP. @ END WALL A-4SD :W° w z u;p0� QU(,�0 �_ Lu o m IT IS HIGHLY RECOMMENDED THAT CONSTRUCTION ADHESIVE BE PLACED IN THE BOTTOM OF ALL JOIST HANGERS TO REDUCE FLOOR SQUEAKSM' QQuj0 z O 0 O w Q Lu co W Lij f�~n w O oho W O Q w V 0 �¢¢ 0 = z ,>�0 — W 0 Lu w _p 0 af Q_ � Q Q ui 0o O w ui = Z m O V) F- 0 M- uJ � O � U w a 2,� Ln 0 0 z w m: Q ¢ ~ LL Z z 0 w ¢�� zaa.. u z U) w Q U) =oo t- 0 mLjj� �o� oU,)o o�zui o�z w m Z � o W 0 U) w=oLLii uj _ m J = Z < U) � Q=wm p z O 00 W W = Z a Vi :n O o z uj w 0 U �'zaz z W W O > U Z = 0 i~QQU) c=0 m(�z Z W W LyL zLu U-1 �� (n Q = QW ,--, U) W Q' u F- LPL O O Z 0 v) o LLJ z w 0 < Q Z Q p Z w Q z > U) Lu 0 z " Q z w 0 0 O 0 0 ¢ LL "'-Wz0 w Ca- Z w w U) Co C9 = Lu z�-== o Qmv J U_ Z J W z00L� f--, Cn 3 Luw w0 0 z w zz= cri00~ Q�-'U)� UJ co aO- 0 op 3" DOWNSPOUT TO SPLASHBLOCK BOARD (TYP.) FRONT ELEVATION Scale: 1 /4" = V-0" f LlIY„I YY/ MANUFACTURED STONE VENEER & SILL SOUTH SHORE D.S.n IF - - - SLOPE 10:12 O M 0 u (8) #10x2z" STRONG -DRIVE SD STRUCTURAL -CONNECTOR SCREWS STRUCTURAL BEAM PER PLAN CONTINUOUS SIMPSON CMST14 STRAP FROM ROOF TO CONCRETE SLAB HND IV AILED I0 INTERMEDIATE FLOOR —4" STONE CAP —EXTERIOR SHEATHING PER PLAN —1/2" MORTAR SETTING BED 1 A5 —MANUFACTURED STONE VENEER EXTERIOR SHEATHING PER PLAN P.T. BOTTOM PLATE PER PLAN A EPLINTH - SECTION VEW, 5) SCALE: r"=r-o. 1'-3" MANUFACTURED - STONE VENEER 1/2" MORTAR - SETTING BED EXTERIOR - SHEATHING CMST14 STRAP w/ SIMPSON HD3B ANCHOR PER MANUFACTURER SPECS c+� r-L 2X4 STUDS W/ P.T. BOTTOM PLATE -"� PLINTH - PLAN VIEW SCALE: rt=,'a" SLOPE D.S. ALUM. GUTTER (TYP.) 10:12 C1e%nE % -- -- --- 10.12 LuN 066 26' RIDGE VENT W N Z a —i W 066 > U) Lu rSLOPE l LOPE _ -10:12 :12 SLOPE 10:12 a 0a _ _S_ LOPE SLOPE_ I ^ D.S. I L -.0-:1-2 +-M-1.2_ ROOF PLAN Scale: 1 /8" = V-0" w N VD�'S o C:ri SLOPE 10:12 D.S. �V >' 0- AL .S. SOUTH SHORE LLI Q w wJ ,uu►►tuttrrtrr�;,, `soa\\', oNf .E Gl - _ No � Q Q Q Q o �o z a' o u in � a� C7 U m > 'p T . > �41 mhry o a O 0 M to a- N Lo N N 0 uj o 0 41 zu o 0 +J CY) < � � N J (D N O Lo O? z Lu L ; Lu r__q Lu F__4 W Lul uj ' Q oC O tt•--a L� t3 H Lu m z a' 0 U _ �' W X J O Lu O w (n z z L.L_ € , 15: , Q C.) tTj V's w: w; V 'z J LL O ®C J J VU O 06 O 0Q 1�1 LEA 1 u W J W uj ' z LLJ ul..$ ; O SERIAL NUMBED. 1015.0 m 21 OLu< Lu Co O Lu i o = L f l) F— Ind >�� ®moo ®mooLl..1 QLu U Lu OLu Q ® Z Z w O Lu j (n LLJ ® 0 Lu F7 0- Lu C� Cl U �- J Lu Q Q�¢cj:� goo >- Lu LLI ;7.;� J (D ED Lu o F- O f)- � CL _ U Lu r - co o O 0 Lu Q < 2, 0 O Lu Q �> n- J ZLjj Q u Z uo Lu Q _ o Le 0 Lu p U Co U-) J O 0U0U ) ®�z� O O z H Lu Co Z O Lu Lu U) F-uj ��_ J<�- = "' co z0 o® LLJ�U.J o ® o U) Lu Lu ®_ Q ~ Lu ~ � LLJ U Q ® cx� ct�J ,^ f) Q < V cn cn 0 (D V H L1 1 ILuLLJ -p�p ti < LLJ Lu uj a U LL,UF� 0Uf U)o oz o "- ov, o �� o �LIJ o� a�,z� U) z Q a a Q- ® p L QLwu M Lu L.0 a;U)m c�=Lu U) H o QEDU U) J LL. 2-� V O LL Liu Lu 0p ct� p z Lu �j�00f�— <vU)w LLJ�tm J � C� J <U.Ja� 100 rjhFIRS- W) S � O i E L EVDI u � 0 N Scale: 1 /8" = 1 f-0" SOUTH SHORE oD"E 0LV'` H 0 N Scale: 1 /8" = 1 f-0" SOUTH SHORE ALUM. GUTTER ON 2x6 FASCIA w/ 12" CONT. VENTED SOFFIT (TYP) ,L TOP PLATE _Ko —100 SECOND FLOOR FIRST FLOOR -� RASEME"JT SLAB I I I ji i i ;i -Li ij I I vvu. � i cry i u urcHuc I I i�+-4-i- 4' I I W/ HAND RAILING 36 2X12 P.T. 4-r 'r- 4 I I ABOVE NOSING VrrVDi ATC �L1.�L11J 1\1\,1\1 Lr%I L REAR ELEVAT DON Scale: 1 /8" = 1 f-0" vOND FLOOR 30NUS ROOM PLATE M WALL Y 3" DOWNSPOUT TO SPLASHBLOCK (TYP.) VINYL SHAKES (TYP.) SOUTH SHORE 0 G Q w J o``®NNZ�',,, oft, y��i \`000�..�. ��, ,� i Q No 040 %. •••....tea �' \�. IP 'b,�\\\��\ ruflR Q H � � Q Q Q < Q C L Q Q Q (O .> O O i Y 0 U7 61 O N n (J') N is o 0) L) O � _ L C � > fu C (d — 16 CY r1 (Z dwoawa Nt ,;I-� 0 6' M N Lo i 0 4 I 0 wwwwwo- <0 EE z Lu Va o 0 € 0 Lo <� I.- ...i -0 Lb N ® m N u _ 0 ' ' L&€ Lu L I33? LU 1-4 w LuLu b: '—' b 2 1 '• 0 Lu I = e W 0 z J LL f 3 8 i i i � i i u9 IL€ Lu q ULu L J W Ar � U Lu: oLu ---------------- S RIAL NUMBER 1015:0 m O C) 0 w ¢ Lu m �ry� w OLL. Lu -T- Lu k_j 0 p O Ou Lu 0 >U U �Q ¢ U) ®�0 U-1 0— L � ck�a w z Q ct�¢ize Lu of ® O U = =0�' L77 =oCL w �®ry U m o Lu �zry w ¢ U) > r J Z a- Q u z w ¢ � =0cr-, �O 0 0 U m U) -10z V oU)o o0�� O O z �mz� m Lu 0 M I� Lcuo cl —I ¢ �-- < = U) m U) Lu o zo® uj Lu ::g ul w U) O ® O ¢mow~ (j LLJ 0 w w 0 > U < 7- _ m ®�,;¢ U)<¢U) 7i ) U0 m � (f) z �zw U) Lu � QwF- �� w �v�� 0�oz oo�o U =O O F- j:)aW¢ ��>_ r�0�` z cL a 0 cl 0 Q LL. F- '-' U zLu o a- u U) U ®®o U-1w® � o z w U) O O f- ¢ U M Lu Iu 7- U 1-1 ¢¢m-o IM1I,41 ATHING ON 2X FFORM OR HALF gMING CAULK BEAD SIDES OF GLASS TILE ON 1/2" :KER ON 2X %%%I LTUIRED DN 1/2" TILE DN RUBBERIZED VE ON 3/411 1U(, Q (1DPn Itl �"L l LV S DRAIN TILE ON 1/2" :KER ON ZED MEMBRANE SHEATHING ON :-:WALL VANITY MIRROR INSTALLATION INSTRUCTIONS: 1, MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS,) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM AT PERIMETER SHOULD BE 1 1/2" +/- FROM TOP OF BACKSPLASH AND INSIDE WALL CORNERS. 1/2" RECESS FOR MIRROR 2" YORKTOWNE i�-r I I u�,n i unnvn a TRIM - MM MIRROR INT-68 MAO TE R_\�, BATH M I P\\\, 0 R �, Y00 Di� 11 M D E TA T L A6 CERAMIC TILE ON 1/4" TILE BACKER 0/ 3/4" SHTG. PAN ROUGH PLATFORM ::ELT PER PLAN SHOWER S[711--" T 0 E NCLOOUG`1�E DETAI L @ HALF SAYALL vlr.A LF: 1tt = i 1_f1t1 SHOWER HEAD 88" A.F.F.: ALL SECOND FLOOR MASTER BEDROOMS °;ISE IILE HEIGHT U"vE r:DUKSE SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT ALL SECONDARY BATHROOMS CORNER SHELF--T--� SOAP DISH CENTERED TEMPERED GLASS - AT SHOWER DOOR ' MIEN ENCLOSURE REST ON TOP OF I� ►1�1■� TUB PLATFORM or -mill OR HALF WALL,0 141 SHOWER SEAT--i-I—II I' - -F1-r 0 T 0 L E `' P.. C[ c:- S 50 F1 FS LAY0U T �rCA H HG�C=�T -- -- ROWS OF TILE EVE BASE Tile Size: 6" 8" 1 ,1, 16" § Mom' OtPdt ! emu) tl ,. r' .. ;;.. ...s - - .. Top of Tile (82" S hover Head) 72" 12 9 6 4.5 Top of Tile (88" Shower Head) 78" 13 9.75 6.5 4.875 (2) High Corner Shelves 60" 19 7 5 4 Soap Dish 42" 7 5 4 3 (1) Low Cornier Shelf 18" 3 2 2 1 PATH TUBS: wY ,,.` MUM Tap of Tile (82° Shower Head) 6t " 10 7 5 4 Top of Tile (88" S hover Head) 66" 11 8.25 6.5 4.125 Soap Dish 12 3/4" 2 2 1 1 INT-55B BATH H V _� II i= L ACCESS SS w�� S LAYOUT A6 ONE ROW OF TILE BACKSPLASH \/AIUTTV rAOTI\ICT %1AnIT-M/ /'AnTPll-T Wel PDAMTNI(, (nl 1ti" 0 V/'AIvs I I �ryulluu I VHIVI I T UADI1\IfC 1 �,� > 1 1\rArlslvv \- iv W.\,. (BY OTHERS) (BY OTHERS) CERAMIC TILE CERAMIC TILE ON EDGE OF 1" ON PLATFORM WOOD FILLER 1/4" TILE BACKER nl A,-�,. (ST7F VARTFS) ---.---____-- .,1 71A11 rllrn 7 VLH I rUKIVI ' W/ TOEKICK; U/ 3/`� Z)n I U. SHEATHING CERAMIC TILE ON SIDE OF PLATFORM 2X PLATFORM ; BUTTS TO FILLER FRAMING PER PLAN FLOOR MATERIAL PER a OP s� FINISH PLAN = �+ ROUGH DIMENSION OF VANITY PER PLAN A fl 1 3/4" SPACE 3 TUB TO CAM NET HUT ON SHOWER HEAD 88" A.F.F.: ALL SECOND FLOOR MASTER BEDROOMS KMIJC I1L1E HEIGH I UIVC C UUKJE—� SHOWER HEAD 82" A.F.F.: ALL MASTER DOWN PRODUCT ALL SECONDARY BATHROOMS ADJACENT VANITY TO BE 1 3/4" MIN. - FROM ROUGH TUB PLATFORM FRAMING ONE ROW OF TILE AT 3 PLATFORM BACKSPLASH A6 HALF WALL 1 2 PER PLAN 11,A6 A6 U) i y Lu > uj SHOWER - CURTAIN ROD AT 82" A.F.F. TILE SIZE VARIES REFER TO DET. INT-55B/A6 SOAP DISH CENTERED — I I lr I I I I I I m Lu 0 m 0 m F- w 0 m OUTSIDE EDGE OF TOEKICK PLATFORM SHEATHING BEYOND 1" L �� T F O �`Pl T O C� �A ii �`�9 ET ELEVATION rf-AI r. -111 -11 nit JLHLI=: 1 = 1 -U TUB PLATFORM PER PLAN COMPARE MFG. DIM. OF TUB & PUMP LOCATION 1PLATFU^RM TUB DETAIL " _ SCALE: 1'' 1'-U" 2X STUD WALL PER PLAN FIREBLOCKING @ EACH STUD SPACE 2X4 LEDGER 2X4 CRIPPLES 1" MIN. OF 'LIGHT CRETE' OR MORTAR UNDER TUB. WOOD INSIDE MIRROR: 2211x32" TRIM EDGE OF WIDTH OF VANITY OVAL 11 11 VANITY � MIRROR RECESSED MIRROR: - MEDICINE 5" LESS THAN r - -- CABINET WIDTH OF I I U (00 VANITY I ji` ® U-<ca w o u, Lu N TOWEL BAR ALTERNATE INT-68 I Q PER FINISH LOCATION OF A6 „_ PLAN TOILET PAPER L 7� HOLDER IF Jjj� 0 ¢ ¢ NECESSARY ,� w OUTSIDE-� -- - 00 F9 0 3'-0"\MAX. Ii o EDGE OF 41, w 1I 8 BACKSPLASH BACKSPLASH o try O MASTER HALL ' o BATH BATH Tr - c X1Aft1I I A R ITTT --I I II VAN1I T I �_ II VHIVI I T I I I_ i I I I \ I I I \ I I VARIES PER PLAN , VARIES PER PLAN REFER TO YORKTOWNE LAYOUT REFER TO YORKTOWNE LAYOUT PEDESTAL SINK \- TOILET PAPER HOLDER 4 I F-H] FG] ® F—E] A SHOWER PLATFORM TUB BATH TUB RE-CFSSEo MIRPOR AT MIRROR AT MIRROR AT TOWEL V Oii SET PAPER MEDICINE CABINET MA ST -ii BATH HALL BATH PEDESTAL SINK BAR HOLDER NOTE: LIMITED TO MASTER FOR AGE -QUALIFIED & ATTACHED PRODUCT LINES & ALL HALL BATHS. O'--` I LO CA SCALE: 1/2" = V-0" \\\\\\\\1111iliiiiiiiiifi/////co �� QNNFC<'i, oe = = (D ° • Q¢QQ¢aQ`zQ Q Q Q Q .' 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PER PLAN GUARDRAIL (TYP. ) TWO STORY FAMILY ROOM HDR. PER PLAN BATT INSULATION (TYP. ) BASEMENT CONCRETE SLAB -(_ / PER PLAN h WLD LNG S EC T �0N Scale: 1 /4" = V-0" 3'-84" 4'_14 3'-10" \L/ 6'-8" ATTIC SPACE NOT FOR CTORArF NDR STL. COLUMN 4 ROOF SHEATHING (TYP.) ENGINEERED ROOF TRUSSES PER PLAN FLOOR JOISTS WITH 3/4" T&G SUBFLOOR 3'-10" mi 2X6 BALLOON FRAMED STUDS @ 12" O.C. ----- ---- 21'-0" 1 �IVALL DETAIL L 2 BALLOON WALL DETAIL A7 SCALE: 1/4" = 1'-0" A7 SCALE: 1/4" = 1'-0" i 3111 / 1 V O — 7'-10" BALLOON =Co CP 0 1-, - PLATE BETWEEN FLOOR FRAMING 2 A4-24 �STEEL BEAM PER PLAN CONC. PIER & FTG. PER PLAN COLLAR TIES PER PLAN RIDGE BEAM PER PLAN BONUS ROOM --,,-STEEL BEAM PER PLAN THREE CAR GARAGE SOUTH SHORE BALLOON FRAMED STUDS @ 16" O.C. 2X6 BALLOON FRAMED STUDS @ 12" O.C. 3�BALLOON WALL DETAIL A7 )SCALE: 1/4" = 1'-0" •„ 14 'l .., .1 BATT INSULATION (TYP. ) U- ':O► TOP PLATE 00 SECOND FLOOR LEVEL @ BVIIVUS RVVM TOP PLATE LIP bo TOP OF STEM - - TERRA BRONZE ROOF ROOF SHEATHING AND UNDERLAYMENT ENGINEERED F TRUSSES PER ALUM. GUTTER - Fes, 611 ROOF RAFTERS PER PLAN ROOF LINES ENGINEERED DInrE BEYOND PODOF TLgRNUSSES BOARD -E3ATT INSULATION (IYN.) BEDROOM 2X6 COLLAR ,#4 TIES PER PLAN 3/4" T&G SUBFLOOR I II ON FLOOR FRAMING PER PLAN I II I III III 12" DROPPED---+[=, 1 LADDER PANEL PSL BEAM iV4 PER PLAN _00 LIVING1-1 ROOM LIBRARY1-4 2656 10" DIA. COLUMN STEEL BEAM PER PLAN BASEMENT ,BASEMENT WALL AND FOOTING PER FND. PLAN 12 -1x TRIM VINYL SOFFIT 1x NAILER 2x BLOCKING LEDGER HEADER PER PER PLAN = z I PLAN WINDOW OPENING 16X9 TAPERED STRUCTURAL o I COLUMN 0 d- PVC CAP PREFABRICATED PEDESTAL (TIS#3059'76) ( W ULD 0NU- ZD Eu" 0N Scale: 1 /2" = V-0" Scale: 1 /4" = V-0" SOUTH SHORE CONCRETE SLAB FOOTING PER FND. PLAN ENGINEERED ROOF TRUSS PER PLAN BASEMENT WALL AND FOOTING PER FND. PLAN Scale: 1 /4" = V-0" 2X6 OVERFRAMING 9 24" O.C. ATTACHED W/ 2X8 LEDGER AND FLAT VALLEY PLATE BATT INSULATION - (TYP. ) LIBRARY 3/4" T&G SUBFLOOR - ON FLOOR FRAMING PER PLAN STEEL BEAM -' PER PLAN BASEMENT CONCRETE SLAB ECT 0 SOUTH SHORE i ROOF OUTLINE BEYOND C RIDGE J BOARD LL ROOF RAFTERS PER PLAN C� COLLAR TIES PER PLAN @ 12'-1 1/8" A.F.F. `O \ 00 o � rl oe W Cn 0 _ € Q SOUTH SHORE I LL- J \`��U1nliuUrrrr4r4ii Gp�niF(�� 'gyp °o {� s d) Q Q 0 _ a Q Lr)o � cn z � a, O (3 00 o, u a� C3 .> 4 m r-1 o ^ 0 M �Lo Q M °- rn UJ_L 0 (� E �` � u- U 0 0 u :r O � � < _... r s-, M (UN Lo 0 L o . a I' 5-1 Lu uj Lk. u ® i ce < 1 O 1�� Im _ �, w _ - X ` Lu® -➢ Du z 3 q C U O H z U n o I —J Lu Cn SERIAL NUMBER 1015.0 O U fo CL 0 a co O 0 0 w Q Lu m a, 0 Lu OLu ® O 0 w ® � 0 w Q Lu U j ¢ Q O r t> O w '—' U) U) Lu C) w Q � a � Q LLJ 0 O w Lu w z = O II_00®- = C)L- (J) C®w 0:� cr-' U w 0- � Co 0 0 C) w Q LL_ ® ::;; ry 4 u') r J z a- J¢ Qf�// w ® LL _ 0 0 ® U Lu co U) J 0 O Ur ) u-- 0 U) 0 ct� z 0 H w Co 0 ZE LU uj Lu �m�X_ J < p— Q = U' m >— U)Lz p z O 00 wow= z'UU) �S w U) ® 0 0 Z LLJ O Lu � U Lu C� Lu m Lu w 0 U Q = 7- 0 f)-- re J Q V) Q < W z (D V Z Q U) Z w Lu I— 0 p U] Q � 0 Lu M '--- g w 0 U 0 U) 0 0oU)0 Lu U 00 ® ry Q U °—' U).w-9, uj LLJ ® O w H U) Lij � O w w r Co C7 = w I— < �_ O < ED u WJLL_ zo0o ti cn W 0 W o�LIa C:)0 r U Cif) � 0 Co 12 H J J J J w 0 a < < 0 R�nn nA=r_nc ncn ni nni IQ 0 bo M d' O bo BUILDD\'lC1 S ��CT � 0 N Scale: 1 /4" = 1'-0" BUILDING SECTION Scale: 1 /4" = 1'-0" SOUTH SHORE SOUTH SHORE 0 V J z F_ 0 m Moo Lu Q W 0 0 0 V � C) C) 00 r-I W M z Q 0 N � �`�.` p�.• Ra Q ••,C ED a nnn►uu► Q , a <L -4- Q Q¢ Q Q Q Q Q< Q H L Q Q fu aJ u) o, z o U o cn a_ 0) O o .Cu 0 L > U @ n L m Q_ ui 0 O Lo Q Lli N 0 0 0 Lu O 0 CY) < < N � N N O s+�•.^��3 to i ..0 g > g ce i w LU w � w w: —� Lu w : oe 43 W 0 '—� L _ F— Lu 0 V � LUCL i :73 ..: L1J 0 J Lu 0 LL 1 g g I 3 g w tu- +==pu+==p�� L} i U O U 0 w (10 Lij UJ Co I�W J I W Lu Co SERIAL "I'MMr, 1015.0 Z 51 1 0 z z z O w Q LI-I Co =�0 w LL.O = 0 ~ 7- o= uj o w 0 0 0 O w a w U 0 uj 00 W Lu V) U.10W 1¢u:p~ oC fz. 0 Q Q moo W z J = O Co F_ � U) 0 a0. O = fZ �LLJ OfY U m 00 0 z w Q Qua z C) w LLJ Q O > � J Z a Q w ¢ v) = O w O W w CIS U) J O Z U OO 0 U) o�z� 0 O z LuEDz� o Lu 93- Lu w00U) = Lu W W F-m�= Q = w cn Lu fY Col 0 z O 0 w w = LU z 0OOo c!) Lu w U U S a Z Lu > 0 Z = 0 O�J< �¢¢�" m�U)z �NZ`u 1J, U�g Lu (n<0= � Lu Lu i3Li--� U W U P 0 O z Bozo F— Lu �_ Q Z 0 U 0 U) � ozW� Z � Z ' 0 Q Z �0�0 0 0 Lu zWzz w a '-' wwU) z H = U) 0 O W Lu Q m U 0 H- z `� O 0 w LLJ 0 0 Z w UjzpOF=- <uV)w 0 Z m J 'J Q Q m o ............................................................... :................................ .................................................................................................................. : s WP :................................:........................................................................................................ GFI .. `........................................... .....................................: G.F.I. DUPLEX................................................................................................................................................................................................................................... CEPTACLE i 48" A. F. P.S._ BASEMENT --- -- A/C CONDENSOR P.S�_ II /11r AT M11w AM% LLU V. �I-ICHI rul�lr) 0 I ..._ ..... SMOKE DETECTORS MUST BE 220 V. (ELEC) _ 110 V. (GAS) POWERED BY 110V W/ BATTERY 110 V. ((GAS) AC ,:................. ............................................ ...................................:... BACKUP HW IT \ 220 V. O DISCONNECT ......................_.... ............................................::::::::::::::::::::::::::::::::::::............... ,,.............. .... \ FOR A/C ........................................... :: . L.. TO SWITCH @ �� \\ CONDENSOR ; I ; ...... TOP OF STAIR >... 0 ELECTRICAL LEGEND ........... :................................................................................................................................................: ®SD SMOKE DETECTOR ........................................................................................................................................... SWITCH ..............................................................................................................................................:. - O _............_.:.........__.. 3-WAY SWITCH CARBON MONOXIDE DETECTOR i ;......: ..................... 13 SMOKE DUPLEX RECEPTACLE I CQ DOOR BELL CHIMES I i .............. i \ ,::.- ............. .....::::. O DOOR BELL -- GARAGE DOOR OPENER :: ::::: \ TELEPHONE OUTLET RECESSED APPLIANCES AS O i P.S. \ \ INCANDESCENT LIGHT - \\\ TELEVISION CABLE OUTLET .....�::::: :::::::::: .......... _`..:REQUIRED \ \ 220 V. (ELEC) \ 120 V. (GAS) SD/CO _ \ \ \ \\ Eg RECESSED EYEBALL EXTERIOR FLOOD LIGHT ( O FIXTURE ? CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT P.S 220 V. TO DRYER 120 V. (GAS) 4 CONDUCTOR WIRE j ....... ..... ...... ...... ...-............ CEILING HUNG FIXTURE F O WALL SCONCE (EX. LIGHT FIX.) CIRCUIT SURFACE MOUNTED WALL MOUNTED FIXTURE !: BREAKER j PANELEXHAUST FAN (BY CEILING FIX. IS CEILING MOUNTED ® SUBCONTRACTOR) HVAC FIXTURE W/ PULL STRING ( [ .....................................................: DISCONNECT FOR AIR ....................................................................................................................................€ : : CONDITIONING CONDENSER ::................... .............................................:................ ......................................... BOX FOR STD. ELEC. FIX. P.S� n CONNECTION TO APPLIANCE Q JO JUNCTION BOX OR EQUIPMENT AS PER MANUFACTURER'S REQS. W ----- - ---- -- FAN / 4 CONDUCTOR WIRE ...................................................................................................._......----_ .._............ . _ ...... .. ...... ... ....... ._ ... _ .... .�....... W LLj ................................................................... i W.I.]. HOLE CUTTING CRITERIA FOR INTERNATIONAL BEAMS I -JOISTS � 'O ..................................................................................................... ..................................................................................................... :................................................................................................................................................ : ...................................................................................................................................................... V , C) f 00M i W ayA W 0 G Q BASEMENT ELECTRICAL PLAN Scale: 1/4" = V-0" SOUTH SHORE W NOMW @ MID SPAN ONLY 1 i/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. z° END BEARING o O x CONDITION '-7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT FLANGES MINUS 1/4" .75 OF ALLOWABLE ROUND HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL T0.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE ; A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FORA 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS DEPTH (IN.) CIRCULAR HOLE DIAMETER (IN.) 2„ 3„ 4,. 5 , 6 . $,. 9,1 0., 9.5" (I6400) 0' 7" 1' 9" 4' 3" 5' 7" 14" (I6600) 0' 7" 0' 8" 3' 1" 4' S" 5' 10" 7' 7" 16" (I6600) 0' 7" 0' 8" i' 4" 2' 8" 4' 1" 5' 6" 7' 0" 8' 6" 18" (IB800) 0'-7" 1'-8" 2'-3" 3'-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" LLJ 0 ULo Lo ) ULu <Ll Lu i Lu Lu CL Li-i Lu co u elllllllllffllex... Q ¢ Q Q ¢ Q Q ~ L � Q Q Q Q Q Q Q c rho > 0c�a � � z 0, o a � U � N C > a o Ln N O N � V J � � N 0 Ltu- 0 N z; w I z...; w v z z I I 0i U z J Q W W J 1— I � ` W w€ I,i.3 (f � Lu ld d � Q _ L"3 i m Z SERIAL NUMBER 1015.0 elllllllllffllex... Q ¢ Q Q ¢ Q Q ~ L � Q Q Q Q Q Q Q c rho > 0c�a � � z 0, o a � U � N C > a o Ln N O N � V J � � N 0 Ltu- 0 N z; w I z...; w v z z I I 0i U z J Q W W J 1— I � ` W w€ I,i.3 (f � Lu ld d � Q _ L"3 i m Z SERIAL NUMBER 1015.0 L 0 O w 4 w r m O w O w � F— O 0 LLJ > F ouj ho 0 oc z O Q w V 0 Q a O = z > 0 w '-' cn cn U3 0 Iz Wes~ 0�a� Lu¢¢ �ch�o O W Z I = O m woo a- U) LU H O w V w CD OV 00 w Q u- z z w Q O > Z a Q ~ i = U) w Q U) = O o� O o mL U �_z V OO O V ILL �z� O O H w m in-w 0�o � H uj w=0U) FF---mJ= _l Q Q = � m U) Lu Qz00 Lu Z � u U) z 000 O0 O QLLJ w m z S LL J W O Q z '_ J Q Q V7 U)o Z U) ro 0 cn z w w w U)¢_ u.jLuwF- U) Lu U I=- � ILL. O Ln ZO Z w0 Z O i~- Q Z � Q VOC/')� z Z a w � Z " a Z O UJ Lu zwzz w M wwU)ED C7 = w F- Z F- 2 O Q mu �z ;LL. zOOo C> i F- w w O � z w a p0-g0 0 Z m w � � J QQmo II TO LIGHT AT J TOP OF STAIR TWO-STORY FAMILY ROOM EQ. 4\ \ BREAKFASTI AREA { CLOSET\ .................... ... SD/CO / LAUIVUKI :: / :;.. I EXHAUST - \ FAN, VENT TO EXTERIOR - BATH md D G.F.I.------ ........:..... f �_............................................................... . Y 48" A.F. ------ .......................................�:: STUDY / G.F.I. 48" A.F. G.F.I. 48" A.F. FIRST FLOOR ELECTRICAL PLAN Scale: 1 /4" = V-0" TO BSMT. LIGHT GFI WP DINING ROOM EQ. , ..1. ■.., EQ. SOUTH SHORE SMOKE DETECTORS MUST BE POWERED BY 110V W/ BATTERY BACKUP IM ELECTRICAL LEGEND $ SWITCH ®SD SMOKE DETECTOR $3 3-WAY SWITCH ®SD CO SMOKE / / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GD GARAGE DOOR OPENER O DOOR BELL ® RECESSED TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 2'x4' FLUORESCENT LIGHT O 4 CONDUCTOR WIRE CEILING HUNG FIXTURE I-0 0 WALL SCONCE (EX. LIGHT FIX.) Z F-1 SURFACE MOUNTED ¢� WALL MOUNTED FIXTURE CEILING FIX. CEILING MOUNTED P.S. FIXTURE W/ PULL STRING `E] REINFORCED JUNCTION BOX FOR STD. ELEC. FIX. O O JUNCTION BOX EXHAUST FAN (BY HVAC SUBCONTRACTOR) O DISCONNECT FOR AIR CONDITIONING CONDENSER CONNECTION TO APPLIANCE Q OR EQUIPMENT AS PER MANUFACTURER'S REQS. W FAN W/ 4 CONDUCTOR WIRE W J CRITERIA 4S I -JOISTS CO @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING Vi 2.. o O ❑ CONDITION -7" MIN 2D 2L L MIN. MIN. MAX. HOLE DIA. _ ?SQUARE INSIDE FACE SEE CHART BELOW HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORTFLANGES .75 OF ALLOWABLE ROUND MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM, CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2,. 3" 4" 5" 6" 7" 8.1 9,1 10.. 9.5" (I13400) 0'-7" 1.4. 2'-11" 4'-3" 5'-7" 14" (I6600) 0'-T 0'-8" 1'-9" T-1" 4'-5" 5'-10" T-T 16" (I6600) 0'-T 0'-8" l'-4" 2'-8" 4'-l" T-6" T-0" 8'-6" 18" (I6800) 0'-7" 1' 8" 2'-3" T-3" 4'-2" 5-3" 6'-5" 7'-8" O \``\\o��uttlttuturnuruui,,,� N; ti Q Q Q Q¢ Q c rho > - Q o cn a, z O �, a� CO .0 a� T a E c 4- a) _Lo 0 -g w> - -_ a Cr_'°; Co ui O O M am N Lu L0 N uj ro O �o � L J rn < O N N N O r ; O Z€ w: ,: O'� w: 3 u.1 € w 11---� W L u > < I p[ Q < O I— ,_, m p O: O Lu >< �- ull w W w O z z 3 B i V 1 ; Qz _J a. J U U J Z? W O N O J WV w € I u Dom.€ Co i i F---1 U— 3 Z SERIAL DUMBER 1015.0 L u 0 O w Q w c0 O w O w x x z Ow O 0 � O oho �Wo Q w O (n > O w Lo U)Ln ujow J � Q w af moo W 2;-J =oCo F- Ln Lo0 xaw O IY U m 0 O z w Q Q LL z zp w v> > fi J zaw¢ �U) w Q U) x O F- O mo u O O O H U O W z O 0 z w w WxLn o n Lu J = J Q �- 00 cn ui p z O p w w x z�U(n LU O O 0 O Q w w ate. z z w w O > U z = o� ;a Lf)QQcn x vxio Co(D 0 z H w w Lu (7) Q O x 0 w U) w U F- � LL O O z w U) F-- Q z �O Q ozzQ z w > v) L '-' z zL.Lj-0 ILL. LLI O Lu ¢ LL. z w z z w a '-' w w vi m C� = Lu zF-x� o Lu < u z O J U- 0 O w w O W z w vjpOF=- <U 0 0 Z F-A Co f--f f� J Q Q a O 1 OPEN TO BELOW TO SWITCH AT BOTTOM OF STAIR 4•- I BEDROOM #2 'Ir / E....................... / \ ..... ....\.... ............. ............. ............ ............. SD/CO ® \ I ...... .....- �............ \..... -- \ : ........ ............. ........ ® CLOSET SD/CO ® / SD® _._.. BEDROOM #3 I \ I 1Lu I TO S WITOF ST I BOAT TTOM AIR TRI1` •C• RE ET /I \ I BATH ®\ -- OPEN TO 17 SD a / BELOW `x� I BONUS ROOM 11 SECOND FLOOR ELECTRICAL PLAN Scale: 1 /4" = V-0" ................. i z / TO FOYER SWITCH 0 SOUTH SHORE SMOKE DETECTORS MUST BE POWERED BY 110V W/ BATTERY BACKUP IM ELECTRICAL LEGEND 7 SWITCH ®SD SMOKE DETECTOR $3 3-WAY SWITCH ®SD/CO SMOKE / CARBON MONOXIDE DETECTOR DUPLEX RECEPTACLE DOOR BELL CHIMES GD GARAGE DOOR OPENER O DOOR BELL ® RECESSED TELEPHONE OUTLET INCANDESCENT LIGHT TELEVISION CABLE OUTLET Eg RECESSED EYEBALL FIXTURE EXTERIOR FLOOD LIGHT CF CEILING FAN J. BOX W/ 1:21 2'x4' FLUORESCENT LIGHT O 4 CONDUCTOR WIRE Q CEILING HUNG FIXTURE F-O WALL SCONCE (EX. LIGHT FIX.) z F---1 WALL MOUNTED FIXTURE SURFACE MOUNTED CEILING FIX. CEILING MOUNTED P.S. FIXTURE W/ PULL STRING REINFORCED JUNCTION BOX FOR STD. ELEC, FIX. JO JUNCTION BOX EXHAUST FAN (BY HVAC SUBCONTRACTOR) O DISCONNECT FOR AIR CONDITIONING CONDENSER CONNECTION TO APPLIANCE Q OR EQUIPMENT AS PER MANUFACTURER'S REQS. w FAN W/ 4 CONDUCTOR WIRE W @ MID SPAN ONLY 1 1/2' DIA. HOLE MAY BE LOCATED ANYWHERE IN WEB. END BEARING 2" O O O ❑ x ) CONDITION "-7'MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE SEE CHART BELOW SQUARE HOLE SIZE IS OF SUPPORT CLEAR DISTANCE BETWEEN .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4' HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE; FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 7 1/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2.. 3" 4" 5" 6.. T' 8., 9.. 10.. 9.5" (I13400) W-7" 1'-9" T-11" 4'-3" 5'-7" 14" (I6600) 0'-T 0'-8" 1'4" T-1" 4'-5" 5'-10" T-T 16" (IB600) 0'-7" 0'-8" V-4" T-8" 4'-1" T-6" T-0" 8'-6" 18" (IB800) 0'-T 1'-8" T-3" T-3" 4'-2" 5'-3" 6'-5" 7'-8" 8'-11" `5. Zc:,r H w 'z t 0NNECT',,��' .\ • c • •.• jdp No O G/SITE n a Q Q Q Q¢ a Q Q a� a� O _a in v, z & O a O F3 Co 0 >' � > v C 70w N '� U N O— a � ~ d' LdLI O •d- � Lo N Lli Lo N LL uj O < O V) O O < J L .� 0) sf (a N -Q Ln � N O ; t. 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O v L� O Lu Lu O ry ® z Lu vj Q O {- U j w Lu U) m J ® C,:f J QUJ A O DIVISION 22 PLUMBING 22 41 00.01 PLUMBER SHALL VERIFY THAT ALL PIPE SIZES AND ARRANGEMENTS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL PLUMBING ACCORDING TO CODE AND ACCORDING TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 22 41 00.02 PROVIDE HAND SHUTOFF VALVES @ EACH FIXTURE LOCATION. 22 41 00.03 PITCH SANITARY LINES MIN. 1/4" PER FOOT ON PIPE SIZES OF 4" DIAMETER OR LESS. PIPES ABOVE 4" DIAMETER PITCH 1/8" PER FOOT. 22 41 00.04 COPPER SHALL BE TYPE "L" UNLESS IT IS IN AN UNDERSLAB INACCESSIBLE LOCATION THEN SHALL BE COPPER PIPING TYPE 'M' 22 41 00.05 ROUGH IN ALL TOILET SUPPLY LINES THROUGH WALL 10 1/4" ABOVE SUBFLOOR. 22 41 00.06 DRAWING IS FOR GENERAL INFORMATION AND LAYOUT ONLY, 22 41 00.07 ALL HOSE BIBS SHALL BE ANTI -SIPHON TYPE. 22 41 00.08 ALL SOIL LINE CONNECTIONS TO BE WYE OR EQUIVALENT. 22 4i vv.�9 INSULAI E PIPING III ARCAS SUBJCC T 1 V FRCCLIIVG IIVI LUDIIVh Al lI Il 5 HIVD (KHVUL SPACES, 22 41 00.10 LAUNDRY TUB SHALL BE 20" WIDE. 33 22 41 00.11 PROVIDE OVERFLOW PAN AT ALL WASHING MACHINES ABOVE BASEMENT LEVEL. DIVISION 23 MECHANICAL 23 45 00.01 HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL EQUIPMENT IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND ACCORDING TO MANUFACTURERS REQUIREMENTS, VERIFY THAT SCHEMATIC DUCT SIZES SHOWN ON PLAN ARE ADEQUATE TO RESULT IN A BALANCED AIR FLOW FOR THE FURNACE PROVIDED AND INSTALLED BY THIS TRADE, 23 45 00.02 FOR MECHANICAL TRUNK DUCTS, REFER TO "TRUNK DUCT THROUGH I JOIST" DETAIL ON SHEET A-4SD. 23 45 00.03 FURVInCE FLUZ (IF APPLICABLE) SHALL TERMINATE ABOVE THE ROOF PER MECHANICAL CODE REQUIREMENTS 23 45 00.04 UNLESS NOTED OTHERWISE, FLOOR OR CEILING SUPPLY GRILLES ARE SET 8" FROM WALL TO CENTER OF GRILLE. 23 45 00.05 UNLESS NOTED OTHERWISE, THE BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 10" ABOVE SUBFLOOR. IN BATHROOMS ONLY, THE: BOTTOM EDGE OF WALL SUPPLY GRILLES ARE SET 12" ABOVE SUBFLUOR. 2345 00.06 UNLESS NOTED OTHERWISE, THE TOP EDGE OF WALL RETURN GRILLES ARE TO BE SET 10" BELOW CEILING LINE, WITH LOUVERS FACING UPWARDS. 23 45 00.07 MECHANICAL DRAWINGS ARE FOR GENERAL INFORMATION AND LAYOUT ONLY. 23 45 00,08 INSULATE ALL METAL DUCTWORK IN NON -CONDITIONED SPACES WITH R-B INSULA ION 23 45 00.09 VERTICAL SUPPLY AND RETURN RUNS IN WALLS ADJACENT TO GARAGE SHALL BE SHEET METAL DUCTWORK. 23 45 00.10 INSULATE BEHIND ALL DUCTWORK WHERE ADJACENT TO GARAGE. 23 45 00.11 SEE "SECOND FLOOR PLAN" & "ROOF FRAMING PLAN" FOR LOCATION OF ALTERNATE ATTIC HVAC UNIT. FOR MULTI -ZONE MODELS, THE: ALTERNATE ATTIC HVAC UNIT IS DESIGNATED AS THE SMALLEST (BTUH) OF UNITS. DIVISION 26 ELECTRICAL 26 00 00.01 ELECTRICIAN SHALL VERIFY THAT EQUIPMENT QUANTITIES AND LOCATIONS SHOWN HERE CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SHALL BE RESPONSIBLE FOR INSTALLATION OF ELECTRICAL SYSTEM ACCORDING TO CODE AND TO EQUIPMENT MANUFACTURERS REQUIREMENTS. 2600 00.02 UNLESS NOTED OTHERWISE, SET THE BOTTOM OF WALL BOXES @ THE FOLLOWING HEIGHTS ABOVE SUBFLOOR: a DUPLEX RECEPTACLES AND PHONE JACKS: 14" 0 DUPLEX RECEPTACLES OVER COUNTERTOPS AND BEHIND REFRIGERATORS: 48" 0 DUPLEX RECEPTACLE FOR RANGE: 10" 0 DUPLEX RECEPTACLE FOR MICROWAVE: 78" 0 DUPLEX RECEPTACLES IN POWDER ROOMS OR OVER VANITIES: 41" 0 SWITCHES AND OTHER WALL MOUNTED CONTROLS: 48" 0 THERMOSTAT: 60" 0 FIXTURES OVER VANITIES: 80" 0 OPTION #475 WALL SCONCES: 72" 26 00 00.03 G.F.I. CIRCUITS SHALL BE INSTALLED IN KITCHENS, BATHROOMS, GARAGE, EXTERIOR LOCATIONS, AND AT WHIRLPOOL, WHERE APPLICABLE. PROVIDE TRIP RESET RECEPTACLES WHERE NOTED. KITCHEN G.F.I. RECEPTACLES SHALL NOT BE WIRED IN SERIES WITH OTHER G.F.I. LOCATIONS, 26 00 00.04 ALL EXTERIOR OUTLETS SHALL BE WATERPROOF. NEMA 3R FOAM LINERS PROVIDED AND INSTALLED BY SUBCONTRACTOR AT ALL EXTERIOR WALL SWITCHES AND RECEPTACLES. 26 00 00.05 CIRCUIT BREAKERS 0 SERVICE SIZE/ VOLTAGE AND PHASE 0 200AMP UNDERGROUND, 240V SINGLE PHASE. 2600 00.06 AVAILABLE ARC -FAULT EQUIPMENT/ SHORT CIRCUIT DUTY PANEL RATING 0 AMP INTERRUPT CAPACITY 10,000. 0 CONDUCTOR MATERIAL S.E.U. ALUMINUM 4/0-4/0-20. 3D 26 00 00.07 ARC -FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED AT ALL BRANCH CIRCUITS FOR ALL REQUIRED ROOMS PER ALL APPLICABLE CODES TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ALL BEDROOM CIRCUITS SHALL BE PROVIDED WITH ARC -FAULT INTERRUPTER PROTECTION. 2600 00.08 0 UJO-S T ©RY FOVER LIGHT FIXTURE BOTTOM OF FIXTURE SHALL BE T-O" DOWN FROM CEILING. 2600 00.09 DENNEX V18 ROOM LKON T rKiNT URE BOTTOM OF FIXTURE SHALL BE 5'-6" ABOVE SUB -FLOOR. U 26 00 00.10 SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED WITH BATTERY BACKUP. PLUM001NG LEGEND M D EDDHn DD ACAL LEGEND- D CLECTRICAL LEGEND - COLD SUPPLY LINE TRAP D1 0 FLOOR SUPPLY REGISTER CEILING RETURN HOT SUPPLY LINE $ SWITCH ®Sp SMOKE DETECTOR ®CW _ - - _ - _ _HW _ _ � � SHUT-OFF VALVE WS A � 3 3-WAY SWITCH SMOKE CARBON MONOXIDE DETECTOR WR SANITARY LINE � � WALL SUPPLY REGISTER WALL RETURN BFP BACKFLOW PREVENTT"ER DUPLEX RECEPTACLE DOOR BELL CHIMES SANITARY VENT 0 HI&LO HIGH AND LOW VERTICAL SUPPLY DUCT - - ® GAS OR WATER METER GD O DOOR BELL GAS LINE (IF APPLICABLE) PRESSCS � VERTICAL REi URN DUCT � GARAGE DOOR OPENER 6 VALVE BD REDUCING B� CEILING SUPPLY REGISTER E AIR FLOW ® RECESSED < TELEPHONE OUTLET n �I y p U M ID I N G A I� E v n❑ I BALANCING DAMPER EXAUST FAN INCANDESCENT LIGHT ❑ j"' N TELEVISION CABLE OUTLET AIR DISTRIBUTION BOX Eg RECESSED EYEBALL EXTERIOR FLOOD LIGHT LAV LAVATORY GWH GAS WATER HEATER UNDERCUT (DTHERMOSTAT CF CEILING FAN J. BOX W/ � 2'x4' FLUORESCENT LIGHT WC WATER CLOSET ET EXPANSION TANK 4 CONDUCTOR WIRE SHW SHOWER BFP BACKFLOW PREVENTER TUB BATHROOM TUB CO CLEANOUT CEILING HUNG FIXTURE I-O WALL SCONCE (EX. LIGHT FIX.) K.SINK KITCHEN SINK M GAS OR WATER METERS SURFACE MOUNTED WALL MOUNTED FIXTURE CEILING FIX. DW DISHWASHER GD GAS DRYER CEILING MOUNTED EXHAUST FAN (BY HVAC WSH WASHER FRNC GAS FURNACE P S FIXTURE W/ PULL STRING SUBCONTRACTOR) L,'I UB LAUNDRY TUB GR GAS RANGE `U DISCONNECT FOR AIRREINFORCED JUNCTION CONDITIONING CONDENSER HB HOSE BIBB BOX FOR STD. ELEC. FIX. OD CONNECTION TO APPLIANCE n OR EQUIPMENT AS PER U JUNCTION BOX MANUFACTURER'S REQS. FAN W/ 4 CONDUCTOR WIRE VV" l u 3, " -�DLI= DU u u I NG CIS II 'I I� IT u FOR INTERNATIONAL BEAMS I -JOIST S @ MID SPAN ONLY 1 1/2" DIA. HOLE MAY BE JLOCATED ANYWHERE 1N WEB. END BEARING 2' 0 O ❑ x CONDITION -7" MIN D 2D 2L L MIN. MIN. MAX. HOLE DIA. _ INSIDE FACE EE CHART BELOW SQUARE HOLE SIZE IS CLEAR DISTANCE BETWEEN OF SUPPORT - �` .75 OF ALLOWABLE ROUND FLANGES MINUS 1/4" HOLE DIAMETER (@ MID -SPAN ONLY) ALL MEASUREMENTS ARE FROM CENTER OF HOLE TO INSIDE FACE OF SUPPORT NOTES 1) HOLE LOCATIONS ARE BASED ON SIMPLE SPAN DESIGNS WITH UNIFORM LOADING OF UP TO 40 PSF LIVE LOAD & 15 PSF DEAD LOAD, AND UP TO 24" O.C. SPACING NOTE: FOR OTHER ACCEPTABLE ALTERNATE JOISTS PER GN SHEETS, USE MANUFACTURER'S HOLE CUTTING CRITERIA. 2) HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. DIMENSIONS EQUAL TO.75 OF THE EQUIVALENT ROUND HOLE MAY BE USED AT THE SAME LOCATIONS AT THE LOCATIONS SHOWN IN EXAMPLE : A 10" DIA. HOLE IS EQUIVALENT TO A 0.75 X 10 = 71/2" SQUARE HOLE WHICH MAY BE LOCATED AS SHOWN ABOVE FOR A 10" DIA. HOLE 3) MULTIPLE HOLES MUST BE SPACED TO ALLOW WEB BOARD EQUAL TO AT LEAST TWO TIMES THE DIAMETER OF THE LARGEST HOLE BETWEEN THEM. CHART FOR SIMPLE SPANS WITHOUT SPECIAL LOADING CONDITIONS CIRCULAR HOLE DIAMETER (IN.) DEPTH (IN.) 2" 3" 4" 5" 6" 7„ 8" 01, 10" 9.5" (I13400) 0'-7" V-9" 2'-11" 4'-3" T-7" 14" (IB600) 0'-7" 0'-8" V-9" T-1" 4'-5" T-10" T7" 16" (IB600) 0'-7" 0'-8" 1'-4" T-8" 4'-1" 5'-6" T-0" 8'-6" 18" (IB800) 0'-7" 1'-8" T-3" T-3" 4'-2" 5'-3" 6-5" T-8" 8'-11" ,mlllll I II1f(f � ° o � �' °° n1yQ • 90��° �\�Cyti /i/ffff111111t1111U\\1 Q Q Q Q ¢¢ Q Q Q Q Q Q Q QL � � � = Q Q ui o uI n � � z L L_ O o 0)Q) F3 C2 N '� Q) a� c .0 M (1) 0 > r-1 L•- a a) m F 0 EXL:J ' O d cy) M I I . n M O c 0 w.v � � ru M nt'N`}`;' i.aM NV.^ LO C N I r .t O ..... 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Ll PLATE ON FOAM SILL SEALER PRESSURE TREATED 2x6 PLATE ON FOAM SILL 1/2" DIAMETER HOOKED -END ANCHOR BOLTS FLR.JST 4 GARAGE SLAB SEALER WITH 7 MIN. EMBEDMENT @ 72 O.C. MAX. EL. 0" w/#10 6/6 WELDED EL. +8 3/4" 12" FROM CORNERS 2 PER PLATE MIN. — -I WIRE MESH C (4)-#4 BENT BARS (2 EL. 0" TOP, 2 BOTTOM) EL. +8 3/4" P.T. 2X_ EL. +8 3/4" qL P.T. 2X_ o , , 411 2_= ii 6 1/2" DIAMETER 41 a ° ° a END JOIST SUPPORTED a HOOKED -END ° ° ° ° o J 4" BRICK LEDGE AT BOTH ENDS ONLY 10" ANCHOR BOLTS q ° ° ° u~, r EL. 10" ° a EL. -8" EL. -10" PACK OUT e ° li�i WITH 7" MIN. EMBEDMENT @ 72" T z_ °4, 0 of —��—�—� ° ° 1/2" EXPANSION JOINT (3) #4 REBAR ENTIRE FROM COORNERS 22PER ° 4 a T ° SLAB FOOTING ^' ° ° ° _ ° —_ °6 MATERIAL OR FELT PAPER BASEMENT PERIMETER PLATE MIN. DOWN TO LOCAL ° —III— 6 4 21 ° APPROX. FIN. III APPROX. FIN. ^ OR ALUM. FLASHING N 1 @ 6 FROM TOP, 2 @ o , , FROST DEPTH v ZF 10 il GRADE AT LEDGE �_ GRADE AT LEDGE BETWEEN CONC. &WOOD THIRD POINTS; REBAR TO REST ON WALL a 4" GARAGE SLAB 4" GARAGE SLAB 8 ° TIES, WHERE W/#10 6/6 W.W.M. ° W/#10 6/6 W.W.M. a POSSIBLE, WHEN I -I � I -III I I -III -I 4 2" LEDGE FOR FORMING WALLS °� _ I I=III=III i I I=1 i = _ 4"X16" PILASTER SLAB SUPPORT SEE FOR — —_ I-III=III=11 III -I I -III -III -I I- III- I I I 1 5 -0 O.C. ° a Q < WALL, SLAB AND L, SLAB ° 4 BACK = III III=1 —III °°• I-1 I II I (VIRGIN 4 4 TOP OF WALL w � o , , FOOTING -1 I II I II ° _ FILL SOIL I I MATERIAL=I I IEJ (EL. 0") a > I a a DESCRIPTION ° III III —III —I I I -I I I III -I 1=1 I CONC. FTG. ° I CONC. FTG. a ° a ° ° a I=1 I I 1=I I-III=1 11=I 11=III- -III-III-III III -III -II W/ SHEAR KEY _ ° ° 4 a W/ SHEAR KEY 10" CONC. ° ° WALL ° II1=I4'-0" MAX. =III 1'-4" MIN. llT,, a - - III_III-III=111_III �a °° BASEMENT _ -„ - -li- -L �I' ° 1=1 I I-1 I I=1 I I-1 I IE FND-8A FND-8B DO NOT INSTALL �— _— ° E IIIIIIIIIIEIIII-1 CONCRETE FRONT WALL CONCRETE SIDE &REAR WALLS W/ BRICK FRONT FRONT WALL W/ SIDING OR SILL PLATE AT THIS LOCATION CONC. FTG. ND-24 III FOOTING PER FOUNDATION PLAN D-2 MANUF. STONE VENEER D2 BASEMENT FOUND, WALL NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2, GARAGE DETAILS FpD8 FRAMING A V SLAB SEC70N DETAIL- FD16 GARAGE SLAB � 0 BASEMENT FD SLAB 0 BASEMEN DERAIL Fpo2 -1 COLUMN PRESSURE TREATED BAR HORIZ. CONTINUOUS TOP OF WALL #46"E SILL PLATE SECURED FROM OP OF WALL (TYP) 1' 0" LIVING AREA LIVING AREA TO SLAB BSMT 611 611 1g" 3" 1Z" 1z" 3" lz" ---- WINDOW -- -- OPENING 3" — — °° —_ — 48" LONG #4 HORIZ. 4" SLAB W/ #10 6/6 4" PERFORATED 4" SLAB W/ #10 6/6 4" PERFORATED W8X_ STEEL BM. 1" GAP M X. `t — — — - — _ _ ° ° — I I=III=III= I #10 6/6 WELDED WIRE REBAR 18" FROM TOP_�P' OF WALL AT BASEMENT I W.W.M. & 6 MIL. POLY PERIMETER DRAIN, IF W.W.M. & 6 MIL, POLY PERIMETER DRAIN, �—III—III I I II— I—� I I-1 I I=1 I I=1 ° I=1 I I I i MESH 4'-0" WINDOW OPENING �L VAPOR BARRIER REQUIRED, TO BE VAPOR BARRIER IF REQUIRED, LAPPED 6" AT EDGES. AVAILABLE FOR RADON LAPPED 6" AT EDGES. TO BE AVAILABLE �~ O O O O ° ° 4 ° 3-#4 REBAR, ELEVATION AT BASEMENT WINDOW MITIGATION FOI R RAD CONTINUOUS- MIN. 1 1/2 EL. +8 3/4" EL. +8 3/4" MIN. 4" #26 STONE ON _ _ M ° COVERAGE OF CONC. ON PRESSURE STUB UP THRU SURROUNDING STUB UP THRU MIN. 4 #26 N O O O O z ° ° ALL SIDES TREATED x SLAB, ADDITIONAL PERIMETER DRAIN SLAB, ADDITIONAL STONE o ° ° 16"x16" SQ. PIER SEE PLAN PLATE ON FOAM LENGTH TO RUN UP LENGTH TO RUN UP SURROUNDING 3/4" DIA. A325 "' FOR LOCATIONS SILL SEALER TO ATTIC TO ATTIC PERIMETER DRAIN 12"x6"x 1/2" STEEL PLATE BOLT'S (8 TOTAL) I —I ° I I=I (2) BENT44 REBAR, 30 4" BRICK LEDGE i I ( I � P.T. 2X_ ON FOAM j I � (1 SIDE ONLY) I —I � I (=I APPROX. FIN. GRADE 8" MIN. BELOW SILL SEALER I I P.T. 2X_ ON FOAM SILL SEALER COL. = SPLICE ° =III ° ° = 24 x24 xi2 CONC.4� I TOP OF FOUNDATION r_ 00 J — ° • 1 ADJUSTABLE STEEL _— - — FTG. WALL --'► 4 1" FOAM INSUL. 450 ° I I `—� ° 1" FOAM INSUL. COL. 4„ 4„ .—III- ° PRESSURE 1/2" DIAMETER . FIN. r.. TAPER AT TOP OF SLAB 450 TAPER AT TOP FND-3A TREATED 2X6 X HOOKED END ANCHOR X 6" 4° GRA�EX \ - ° 4" BRICK LEDGE \ \ OF SLAB PLATE ON FOAM „° a BOLTS WITH 7" MIN. 10 �� 8 MIN. EL. -8" .:. .... 4'a 4„ EL. +3 3/4", TYP. HAUNCH FOOTING SILL SEALER Q EMBEDMENT @ 72" O.C. ¢ °10 BELOW ::... ° ; :: PRESSURE TREATED SILL °• MAX. 12" FROM CORNERS • TOP 0 0 STEEL BEAM SPLICE DETAIL ND-23 RIGID = 6" 4 APPROX. FIN. - ° , INSULATION :::::: I I :::::: 1 APPROX. FIN. EL +8 3/4" PLATE SECURED TO SLAB ° 2 PER PLATE MIN. Al FNOA LDATION p 1 :. 24" UNDER SLAB, GRADE 8 MIN. I N ° ° GRADE 8" MI , BELOW T.O. LIVING ARE�� FOAM SILL L SEALER ° X X TYP. _:...... ° FOUNDATION BELOW T.O. _ BITUMINOUS ALT. FND. INS. - :••• ° :: ° 1/2 DIAMETER HOOKED END ANCHOR FOUNDATION • ° 8 4 ° a a ° ¢ HORIZONTAL REBAR AS DAMPROOFING, DOWN WALL 20" .........: MIN. OR PER LOCAL ::. j:':: 10" ° BOLTS WITH 7" MIN. EMBEDMENT @ �.. 8,' ° 5" 5" 4" 6" 4" =III=_ ° I I I I—_ ° ; SHOWN IN EACH WALL: (3) #4 REBAR ENTIRE TYP CODE, TYP. 72 O.C. MAX. 12 FROM CORNERS, 2 ° a I —I I I= GARAGE I BASEMENT PERIMETER • ° G PER PLATE MIN. OR SILL TIES ° 5"x16" BEAM POCKET —III— 4 = 4 1@6"FROM TOP, 2@ ° 4"X16" PILASTER INSTALLED PER MANUFACTURERS EL. -8 1/4" (U.N.O.) 4"x16" PILASTER _ ° • • — THIRD POINTS; REBAR TO 5'-0" O.C. =I I RECOMMENDATIONS. _ _ - ° REST ON WALL TIES, CONCRETE FTG.W/ SHEAR _ ° ° CONCRETE ° ° ° _ ° ° FTG.W/ SHEAR — ° I I (U.N.O.) 4" LEDGE FOR ° —_ _ —III—I I - 1= I j i— 1 #10 6 /6 WIRE MESH WHERE POSSIBLE, WHEN 0- ° ~ FORMING WALLS TYP. Q Q KEY BELOW LOCAL FROST DEPTH = KEY BELOW LOCAL = _ —III— I —III— FROST DEPTH _ BRICK SUPPORT EL. 8" (U.N.O.) 4 ° 3-#4 REBAR, CONTINUOUS MIN. 1 1/2" COVERAGE OF CONC. ON ALL ° 4 — a 4 SIDES ° VIRGIN VIRGIN'sl 16"x16" SQ. PIER - SEE PLANll ND-2 ° L SOIL FND-7A SOIL FND-7B FOR LOCATIONS -� D-2 - CONCRETE FRONT WALL CONCRETE SIDE & REAR WALLS71 10" CONCRETE FOUNDATION WALL 10" CONCRETE o — — i I I —III ° ° III: —I � (2) BENT-#4 REBAR 30- _ —� W/ BRICK FRONT FRONT WALL W/ SIDING OR EL. 0" (U.N.O.) 10" FOUNDATION WALL 10" ° I=I I I I=� 4F CONCRETE FOOTING. CONCRETE FG. MANUF. STONE VENEER EL. 0" (U.N.O.) ° I I I 1 I I I REFER TO SHEET GN-1.1 REFER TO SHEET GN-1.1 ° I I I FOR FOOTING SIZES FOR FOOTING SIZES =III- ° ° ° II —I "x12" CONIC. FOOTING FOOTING SIDING OR MANUF. STONE BRICK FRONT NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. 10° WALL - NO STEM 10" WALL W/ STEM - 4' 4 = :=1 11= VENEER FRONT NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. EXTERIOR WALL W/ BRICK LEDGE NOTE: DETAIL DOES NOT APPLY FOR AREAS WITH AIR FREEZING INDEX OVER 6,000. NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 7 FEET FND-3B NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML. STEP HAUNCH FOOTIING (LATERAL SOIL PRESSURE < 45 PSF) NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE Di & D2 NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: PLASTICITY INDEX (PI) < 35. LIVING AREA SLAB DETAILS FND-7 STEEL BEAM POCKET DETAILS ND-5A HAUNCH & STEP HAUNCH FND-3 8'-0" HIGH - 10" BASEMENT WALL FND-1 D-1 D-1 D-1 D-1 GONNEC/`�o�, 'f. .j008 ••• I' N• • 06 • Q Q Q Q Q Q Q Q C > — 0) c a) c a) 0 in 0 Z a)0)c (D 0o O � N u ra a ro j r-1 U f6 4-1 ra cl� fB O a) L _ > > — rO i r, LLJ O 0 M Ln Q M 1z uj (o Lo uj O (D O 0 OM 0 Lo _ 4—J � N (D OAWAk ... Ln N O U O Z w zl 0 Z 1 i w I� w ; � w: Lu w < zs w Z i <FU-i Z OI w w O €. 2 U 2 U a a of J M J i O O w w! U z 0 Q z 0 L.L_ J F-- L1J iCn T� �0 0 U U Q Lu �...... Q g..... SERIAL NUMBER 7 N p 0 w Q w rn O Lu w F_ 2 z Lu O ooz > O 0 Cj p w O .>. U p j ¢ Q O � Z W 0 w U) � w w � � Lu � a � af ¢ ¢ w 0 cO O w Lu W Z J = O m F- F L 0 O U•) a w � O of U w m 000 w ¢ ¢ LL. z z w QU):> J Z pw_, Q cn z cn w ¢ _ oO O mL� � z 0 O 02 z � w 0 LLJ UJI clL) LLj �mJ= J ¢ I- ¢ 2 to m c!) Lu Lu p z O O zgUU) z OUJI O p O R LLJ � Lu CL z w w 0 U p ¢ U)a¢U) U)O m (D Z p j w w w F- 0 Lu LL' US ¢p= ujOwF- w � u ~ O U) O z W�cn0 H-w�¢ U O L4r) ozW> z Lua:cn0Z of W 0 a C 0 p uj p � ¢LL_ w I�-Wz0 w Q- Wwmcn cD=wf- z F- = U) O < U z0LL 0�00 w w O C2 0 Lu vj00H ¢ U U) ce ozUm J cl —� zLu0 ¢¢af 1 CONCRETE FOUNDATION IS STANDARD FOR ESTATE & ° ° ND-14 8'-10" 4" CONCRETE SLAB WITH #10 6/6 WELDED WIRE MESH OVER 6 MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES SIGNATURE LINES. ALTERNATE TO CANTILEVER ° �4 CONCRETE a a P 000NCRETE FLOOR IN ALL OTHER 10 o SLAB ON GRADE n, ° � • �' ° °j ° WALL EL. 0" (TYP) 7,_6„ PRODUCT LINES. o o ° p J O � ? • °LENGTH OF CONCRETE o // O O a U X ;\ 6 o ° RAILING WALLS & NUMBER OF ° v ° ° CONCRETE STEPS VARIES d \\/ ° a G ° • EL. +8 3/4" ° ° a ° 8" CONCRETE FOUNDATION ACCORDING TO HEIGHT WALLS SUPPORTED BY 8 X16 OF FINISHED GRADE /\�-�•-a—�— °•-�- �� _��- / \\ ° FOOTINGS TOP OF WALL TO RISERS: 7 3 4" FINISH 8" ABOVE FINAL / o 2XESSILL PLATE TREATED ° TREADS: 11 ��X d GRADE \\�/\\/ \\� < ° ° ° a a 11" DIA. PVC BODY w/4 \ \ / 7/8"x8" CAST IRON DOME ° ° SLOPE CONCRETE 1/4" PER O DRAIN (JONES STEPHENS ° ° ° ° „ �' ° ° 6 ° a FOOT TOWARDS DRAIN. q OR APPROVED EQUAL) ° ° ° a EXCAVATED LINES FOR BLOCK OR DESIGNER CHIMNEYS W/ FOUNDATION OF TRENCH 3" SLOPE 6-0" SLIDER P.C.D. COATED 4" CONC. FLOOR SLAB EL. -7„ PLAN NOTE: LOCATION OF OPTION VARIES, BUT SPIRAL HEAT DUCT 1"xl2" RECESSED APRON EL. -8" EL. -12" HEADER: STICK FRAME IN FIELD. a ° e 10" CONCRETE WTI I RF FTTHFP ON 13 /4"X1411 P SL WHEN KAILING PERPENDICULAR TO FLOOR THE REAR OR SIDE OF ■ ■ . ■ ..� .� .� � U N U E R 5 LAB HEAT D U UT nifl_1 �•" DOUBLE STUDS ON EACH END. „ 8 CONC. FND. WALL EL. 0" (TYP) JOIST, 3 1/2"xl4" PSL WHEN a THE HOUSE. PARALLEL TO FLOOR JOIST z a ° 5 BRICK LEDGE @ , "' o #10 6 6 WELDED WIRE P.T. 2x4 a EL. -8 JOIST HANGERS IF BEARING IS a LESS THAN 1 1/2" 3'-0" MESH ° ° `-------__- CONC. PIER TO EL. -8" ti ° __ NOTE: THE HEIGHT PERIMETER O RAIN 3'-0" ; •.: �'� 2"x4" SHEAR KEY CONCRETE FOUNDATION _ SEE PLANS FOR �- _•�- �- LOCATION ° a d MAY HAVE TO BE LOWERED MIN. @ TOP •. ° ° WALL PER PLAN ° FROM THE DAYLIGHT DRAIN TO BTM. LNDG. CONCRETE FOOTING , ENSURE WATER FLOWS BY 'j�6 a !• j ` AS PER PLAN 4" PERFORATED PERIMETER DRAIN TO DISCHARGE TO ° ° 5" STEM GRAVITY TO THE SUMP BUCKET z o > ! 3 1/2" CONC. SLAB W/ 6 MIL SUMP PIT AREA ° 4,1 ° EL. 0" 'i o •' ° #4 REBARS DOWELED DRAIN TIED INTO PERIMETER N Q • INTO SIDE FOUNDATION DRAIN. A SUMP PUMP MUST BE POLY VAPOR BARRIER ° LAPPED 6" AT EDGES ° FILTER FABRIC MEMBRANE ° ° ° ° INSTALLED WITH THIS OPTION. ° ° WALLS W/ 4" MIN. EMBEDMENT T.O. ° ° CONCRETE FTG. W/ ° a IF GRADE PERMITS RUN . -------- ° ° GRAVEL ° ° ID ° SHEAR KEY O LOCAL ° ° ` GRAVITY DRAIN TO DAYLIGHT. T.O. FOOTING ° FROST FDEPTH DRAIN 3 INTERIOR PERIMETER TO DAYLIGHT 1" DROPPED APRON ° ° DRAIN � IF POSSIBLE ° FOR BRICK CHIMNEYS -- -- ----- ----� — - - - n INTERIOR 4" PERFORATED ° ts DRAIN AVAILABLE TO #2B STONE, TYP. N IM. SECTION 1MITIGATE RADON NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. BSMT WALL DETAILS AT FIREPLACE D-16 ND OPT. #018 DAYUGI A HT BSMT. DE IL NDD214 PERIMETE'� Nj DRX D- REGLSSED GARAGE APRON - SIDING / M.S.V. D211 1/2" DIAMETER HOOKED -END ANCHOR BOLTS WITH 7" MIN. REFER TO EXT-30 THRU EXT-30D FOUNDATION 2X10 VERTICAL EMBEDMENT @ 72" O.C. PRESSURE FOR FRONT PORCH FLASHING WALL w/FOOTING BRACING MAX. 12" FROM CORNERS TREATED 2x6 ASSEMBLY NOTES, TYP. 2 PER PLATE MIN. PLATE ON FOAM TOP OF PORCH PRESSURE TOP OF PORCH - EL. +8" (1" SLOPE - - - - - - - - - - - - - - VERTICAL REBAR AS SHOWN IN SILL SEALER TREATED 2X6 PLATE EL. +9 , TYP. FROM DOOR) _ EACH WALL: ,TYP. ON FOAM SILL LENGTH VARIES r 9' FND. WALL HT. W/ 8' UNBAL. 4" BRICK SEALER, TYP. SEE FOUNDATION PLAN BACKFILL HT. USE: #4 VERT. REBAR _I LEDGE BRICK VENEER I @ 24" O.C. (TYP) PRESSURE TREATED 10 FND. WALL HT. W/ 9 UNBAL. EL -8" ° ° ° 2X4 BLOCKS --/ ° _� BACKFILL HT. USE #4 VERT. REBAR 2X6 PLATE ON FOAM @ 16" O.C. (TYP) OR ° EL. +8 3/4" 1) 2X4 BRACE EACH SIDE SILL SEALER #5 VERT. REBAR @ 24" O.C. (TYP) 4' „ 10' NOTE APPLIES TO 11 APPROX. FIN. GRADE 10 x 10 APPROX, FIN. GRADE 8" MIN. EL. 0" a I EL. -4" F� 1 / 1 ° RICK LEDGE -" PRESSURE EQUAL EQUAL 12'-0" MAX. EQUAL " o K, TUCKUNDERS W/ BASEMENT BELOW TOP OF EL. -10Am 51 TYP. CONC. ,L TREATED 2X_ 12'-0" MAX. 12'-0" MAX. a ,._, WHERE FND. HT. IS APPROX. 9.5' x TOP OF WALL a \ o , •, WALL ° Y FOUNDATION 6 4 SILL PLATE VERTICAL REBAR IS d • NOT REQUIRED WHEN ¢ • ° BACKFILL HEIGHT IS ° WALL W/ Q -, 10"° ° 8" FOOTING ° 10" CONC. PILASTER, I (3) #4 REBAR ENTIRE ° ° BASEMENT PERIMETER '6 TYP. ° ° 2X10 BRACING ° LESS THAN 7' - REFER I 1 @ 6" FROM TOP, 2 @ BRICK VENEER ° ° TO DETAIL FND-15 ° THIRD POINTS; REBAR ° 611 ° X o HORIZONTAL REBAR AS ° x TO REST ON WALL 4 TIES WHERE °° a ° ° ° - a SHOWN IN EACH WALL 0 \ (3) #4 REBAR ENTIRE a xo °� POSSIBLE WHEN ° 3" SLOPE - I 2X4 PLATE r, BASEMENT PERIMETER a BITUMINOUS FORMING WALLS, TYP. ° I ° ° EL. -7"� EL. 8" °c 1 @ 6" FROM TOP, 2 @THIRD POINTS; REBAR TO REST ON DAMPROOFING (TYP) ¢ ° CONC. PILASTER, 4" CONC. FLOOR SLAB BUTT TO STEEL WALL TIES, WHERE POSSIBLE, TYP ( EL. -4" �° I �-• •-� 1"x12" RECESSED APRON � EL. -12 COLUMN OR EXTEND PLAN 2X10 WHEN FORMING WALLS NOTE: 7" MIN. 8" MAX. BITUMINOUS TYP. CONC. ° 2" SLAB LEDGE DAMPROOFING, TYP, FOUNDATION 8„ 2" STICK FRAME IN FIELD. DOUBLE STUDS ON EACH jr 10" CONC. FND. OPPOSITE TOWALL ° ° FROM CENTERLINE OF x ° a ° WALL W/ '� 1 END. REBAR AND HOOK BAR TO a o TYP. CONC. FOOTING 10" �° I _ FACE OF WALL. (TYP) ¢ a FOUNDATION WALL #10 6/6 WELDED ° a HOOK BAR IN ¢ W/ FOOTING ° WIRE MESH P.T. 2x4 FOOTING, 7 HOOK, ° ALT. SLAB SUPPORT ° ° FOUNDATION WALL 12" LAP (TYP) a ND-2 ° aLl — — — — W/ SIDING/M.S.V. - - ° �� — CONC. PIER TO EL. -8" ° °° _ SEE PLANS FOR 2X4 BLOCK _ D-2 BOTTOM OF FOOTINGS TO BE ON UNEXCAVATED SOIL LOCATION ° ° 3" CLEAR TO CONCRETE FOOTING. CONCRETE FOOTING. EARTH TYP. 3" CLEAR TO EARTH TYP. CONT. FT BEYOND ° 2X10 BRACING REFER TO SHEET GN-1. REFER TO SHEET GN-1.1 ND-24 , ° 2x10 BRACING 0 FOR FOOTING SIZES FOR FOOTING SIZES D-2 13`-� (DO NOT NAIL TO SLAB) o Ln ,\ SIDING OR MANUF. STONE BRICK FRONT SIDING OR MANUF. STONE CONCRETE FTG. W/ SHEAR KEY TO LOCAL 2x4 PLATE X VENEER FRONT VENEER FRONT FROST DEPTH 3 1/2" CONC. SLAB Q ° NOTE: DETAIL APPLIES TO MAXIMUM UNBALANCED FILL HEIGHT OF 8 FEET. NOTE: SEE FND-1 FOR BASE COURSE AND VAPOR BARRIER INFO, NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. 4 ° ° - - - - - - - - - - - BRACE END TO STEEL COLUMN - - NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. NOTE: LEAVE BRICKS OUT EVERY 48" FOR SLAB SUPPORT. ° ° 7/8" DIA. X 36" FORM OR OPPOSITE FND. WALL STAKE IF NO SLAB NOTE: DETAIL APPLIES TO SOIL CLASSIFICATION GM, GC, SM, SM-SC AND ML, < (LATERAL SOIL PRESSURE 45 PSF) ELEVATION (MIN. 24" EMBEDMENT) 1) 2x4 BRACE EACH SIDE NOTE: PLASTICITY INDEX (PI) < 35. MAY USE FND-13A (SHOWN ABOVE) AS AN ALTERNATE NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. 9'-0" HIGH - 10" BASEMENT WALL ND_25 FRONT PORCH SLAB RECESSED GAR. APRON - BRICK ND-21 BASEMENT WALL BRACING D2° D°23 x�GON IN lll�iiip//i� a o 0 V No 10'•• 78 TER 11111� C > c c (6 Q c o 0 z in O U 0) c u m o >' � E cn ro j Q) U co N rd0 cl� r, f- > > U7 CL ui - Nt O O d M OLo < L L � N s � j O 0 0 r Lo I I J cy) < < a ( CV O L0 N � z � w: Z O0: z O ws > w w w w: _ Lu L3.1 z Z; i t5 Z i Lu z O? O; w pl w€ €; O U U Q Q o J J M N 0 0 i d $u Zi C� u ui w. z Q z 0 LL. 'I- Lu 0 z CAI�0 0 EL 1 U S..F... Q U LU Lu Lu Q co Lu SERIAL. NUMBER U i cv a� Q O a 0 w Q w m O iR:j w O = z Ow O 0 � O Lu w O Q w000 U J Q Q O i U] > OW U) Lu aJ. Lu Lu a � J Lu w Q Q oC � af O Uf O LU W z w J � O m P U) o O a. = a U) O U w m 000 0 w � Q Q w 2,_z w Q O � J z a Q 1� i = U) z to w Q U) = O O 0 u af Lu m U) _I JO Z OU U,_.),O O z O O z w m z O � 0 LLI 0 U) F=-Lu mJ2 - .-iQ� z¢�>- = m z coU)U)O CO w w = z�UU) z O O 0 O U) �+ W Q z LJLJ p z 1—I w W O U o Ja U) Q ¢ U) U)0 m0(z 0 z w Luo�o v ¢ o x fm ui w cn Lu 11 W Z z O U) O z Lu w0 Z O H F-wOQ U 0 ozWj z mrLu 0 - , Q :5w L=ijo � L w z Luz O Q-z w w w U) LLj U) m 0= Lu z F- _ < coLu U V) z J V- z O r, 4- w w O W uLij pOF- QUt% W Lu 0 m -1 —j STEEL COLUMN BELOW STEEL BEAM WEB FND TEMPERATURE REINFORCING 19A DASHED) (SHOBASEMENT PENETRATION INTJO BASEMENT WN ALL F R-47 24" O.C. 22 1/2" D-3 TYPICAL TYPICAL CLEAR MIN. FIN. 1st FLR. 2" PVC PIPE = ` / TERMINATING OVER \ / SPLASH BLOCK MIN. 6" _ FLR. JST ABOVE GRADE AT FND. NOTE: TRUSS WEB �� _ WALL SIZE OF PLATFORM VARIES PER MODEL -SEE ROOF i/2" DIAMETER FRAMING PLAN HOOKED -END ANCHOR TT-F--++++BOLTS WITH 7" MIN. xo �= �- r LOCATION OF HVAC UNIT IN 4" MIN. EMBEDMENT @ 72" O.C. \ - ATTIC WHEN SECOND ZONE TO END OF BEAM MAX. 12" FROM CORNERS ¢ GRADE: 2% MIN. SLOPE Tc nIGGnCn /nCcrcnl n�nn 1J IYLLVL✓ `VLJL\71Y VLnU UNIT C L 2 PER PLATE MIN. AWAY FROM HOUSE. ' I I I I I I I � #4 REINF. AT 18" O.C. AT MID-DEPTH LOAD - 200 LBS.) LOCATION 3/4" T&G SUBFLOOR - , OF SLAB W/ 4 1/4" EMBEDMENT INTO FLOOR JOIST NAILED � � SPLASH BLOCK BASEMENT WALLS. TO BOTTOM CHORD OF — — — TO B � END D BEAM CONNECTION DETAIL (3) #4 REBAR ENTIRE EE-22 _3 TRUSSES BASEMENT PERIMETER x 9 1 @ 6" FROM TOP, 2 @ a " _ � THIRD POINTS; REBAR TO a INSULATION (TYP.) INDICATES LOCATION STEEL COLUMN BELOW STEEL BEAM WEB REST ON WALL TIES, FND 4" REINF. CONCRETE SLAB W/ 6x6 10/10 OF PULL -DOWN ATTIC WHERE POSSIBLE, WHEN ' 19A W.W.F. ON 4" CRUSHED STONE ON 2x BOTTOM CHORD OF STAIR (IF RE'DI ( Q ) FORMING WALLS, TYP. COMPACTED FILL OR UNDISTURBED SOIL. TPI ICC !\/F[?TFY Tnl GTGM J a BITUMINOUS 1/2" DRYWALL CEILING o " TYP. CONCRETE SLAB a a -- - AREA OF EXCAVATION / \ a a a \ / \ m ILI 1 GARAGE 16d @ 12" O.C. EACH END W `I" - IL � I IF z m I o CONC. FTG. D-2 Lu col N 4'-0" EXCAV. 2'-011 \ L -�— PROVIDE 24" MINIMUM (2) 16d @ 24" O.C. TO DIAMETER OR 20" SQUARE MINIMUM SUMP EXTENT OF REINF. \ BOTTOM CHORD (TYP.) PIT � CUT FLANGES BACK AS 6" L. x 1/4" THK. STEEL ANGLES 4" 3" LEGS NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. SHOWN BOLTED TO STEEL BEAM NOTE: REFER TO STD. DETAIL FND-19A FOR SECTION. w/ 2-3/4" BOLTS PER STEEL BEAM WEB LEG AND 1 1/2" WASHERS ATTOC �IVAC LOC =` 00N FLp43A T-BEAM CONNEC DON DETAIL SUMP PUMP PIPE TO GRADE DTL. DROPPED GARAGE SLAB DETAIL ED30 DD319 DD32 MIN. MIN. BEARING BEARING (TYP.) 4'-6" M.O. (TYP.) 4'-0" R.O. o ui TRANSPARENT m COVER 4'-1" z I 'IIr #4 REBAR, i) EACH I I FACE, ALL SIDES " FIN. 1st FLR. DD CCCI IDC TD CATCfI �1\LJJV �L II�LnI LV PLATE ON FOAM SILL '`MIN,COVERA ) o • o FLR.JST SEALER EL. 0" 2! d GRADE 'IF o SCAPEWEL 4'-0" 21-01 `� LOCATION OF HVAC UNIT d MODEL # EXCAVATION (MAX.) EXTEND REINF. IN ATTIC WHEN SECOND 4862-54 INSTALL #4 BEYOND EXCAV. ZONE IS NEEDED (DESIGN 1'_01. (2) 2X4 P.T. JAMBS c� #4 REBAR - 12" REINFORCING INTO xo 4" STD. EXISTING CONC. a GARAGE _ _ DEAD LOAD - 200 LBS.) CONTINUOUS ALL � MIN. BEARING a BSMT. WALL ¢ L SLAB ccf3/4" T&G SUBFLOOR SIDES EACH SIDE OF N OPENING, TYP. UTILIZING HILTI ° ¢ I ¢ SERVICE UNIT _ _ EPDXY OR EQUAL W/ 2x12 FRAMED OPENING AREA LOCATION a 0 o z 4 1/4" (MIN.) 1 a 44 (MIN.) u' o I o WHEN PULLDOWN STAIR IS REBAR/OPENING DETAIL � EMBEDMENT IN A TEMPERATURE 9/16" DIA. HOLE. REQUIRED REINFORCING 88 REINFORCING MUST X , BE LOCATED AT — — III — — � � ~ � 5'-1 "ANCHOR HOLE DISTANCE $e Lu w MID -DEPTH OF SLAB. ., 5" CONC. SLAB W/ a #4 REBAR AT 18" \ N � 3 #4 REBAR NON -COMPACTED () O.C. AT MID DEPTH \\ m m o o ENTIRE BACKFILL AND #4 / 1Z a ° \ BASEMENT TEMPERATURE 22"x30" ATTIC ACCESS & GLIDING WDW - G44 °' �' 10" a �' @' PERIMETER ° o REBAR AT 18" O.C. HVAC ACCESS PANEL `� `� 1 @ 6" FROM TOP, 2 a a —BITUMINOUS 2x12 BLOCKING BETWEEN \� 1/4" DIA. FASTENERS N M a ¢ Q AT WALL MOUNT @THIRD POINTS' '� o r, DAMPROOFING, REBAR TO REST ON a _ _ TRUSS BAY FLANGE o o w o q TYP WALL TIES, WHERE a _ SCAPEWEL z z o a POSSIBLE, WHEN —� 2x BOTTOM CHORD OF � FORMING WALLS TRUSS (BEYOND) ' ' MODEL # o -i W ` _ f 4862-54 a \ o M \ -i / 3/4" CLEAN FREE u� U DRAINING ROCK OR A6 STONE AROUND ALL W_ii ITiI I Ii CONC. FTG. SIDES OF THE WELL. / D-2 FILL TO DEPTH OF FOOTING CONC. FTG. SECTION E ND 2 PLAN NOTE: INSTALL PER MANUFACTURER'S WRITTFN TNSTRUCTnNS. NOTE: TRANSPARENT COVER SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE NOTE: DETAIL DOES NOT APPLY FOR SEISMIC ZONE D1 & D2. WITHOUT THE USE OF A KEY, TOOL, OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. ATTIC HVAC LOCATION FD-37 OPT. #543 - DAYLIGHT WINDOW IN BASEMENT e(NDD31 DROPPED GARAGE SLAB DETAIL FD-3A .,,xxgj%t 1 I i 100\\�GONN�� r, ' Q• fit' s 0 4 ,Nap: �0d�>��`\`�� ¢¢ Q I:fr cr -d' er Q Q a Q Q Q Q Q C ¢ = -Y > C c c (O — N ra o z 0,U fl cn a,))a, 0 og c 2 m (] � >, U)U .v To �_ T j — r-1 L L I_ (6 — a m ~ n r, 0 O d M 1 cp In C? Lu N N 0 0 00 � M L0 1 ~~ to >� ¢ M N 1 -� U N >� ` OLn .,..» N L O' z w: zs O z€ sue; w€ � wI w w? W � w O 0 O i W lJ Q [ U J € Q o M O J O F _ ; F _ d- I , i z ww 0; U 0 €H �z O W J i F-1 F- W M �0 0 U `Q Lu a SERIAL NUMBER r) ow¢ W ca � O i�: w 0 W z ® 0 o O E- © iR: ® w n Q W U 0 ®¢¢ O i3: O w j cd) ®mow LAC) �� U J � Q Q � O W J Fes- O � p� z IIIo0- � _ U) �Ow °C U w r m 0 0 z w of < Q w z z w v w J Q- vi z_ u) ¢ cn w 0 oC O ® U co U) ry O z ® UUO 0 0 uz 0 O Lu ca< O z Q LLI ®LU cwZD F=- ca Q _ U) >- >- U) w z 0 z O O W w = z�Ucn i�:�wrn O 0 0U-i z Lu U H W 0 U a z w W O U (.7 ry-:z= o O U)<<Ln _ 7- z Ln cn 0 I ®'noz-w Q® U, w W w 1- w 5- W = = 0 u F- Fr O Ln 00 z ® W O U) O h z � U 0 ® C,� ® z w 1-�>_ U " 7 :- " < 0 w w ® 0 O ry Lu zLu L z w z 0 z n-"_' w LUI�m (D � w Lnn W ! uj Q uj � EnU Uj z L z O 0 0 LuwpoC z w U) 0 0 ~ tCU�re Lu c H co c� INSULATION MUST EXTEND COMPLETELY OVER TOP PLATE. MAINTAIN 1" MIN. CLEARANCE BETWEEN BAFFLE AND UNDERSIDE OF ROOF SHEATHING FOR AIR FLOW. SEAL ALL PENETRATIONS IN TOP PLATES COMPLETELY WITH COMPANY APPROVED SEALANT TO PREVENT AIR MOVEMENT BETWEEN WALL CAVITY AND ATTIC SPACE. v `fie 1 01�� P�N\vrZ \p' MI IR PACE. INSULATION SEE FR-12 FOR tk��4 W/ BAFFLE ENLARGED FASCIA DETAIL NAI ER 'F' CHANNEL 11 11 1 24" MIN, COMPANY -APPROVED 1 ' ` HOUSEWRAP BEHIND %4" PLYWOOD SPACER 6" DENTIL MOLDING 1x10 FRIEZE BD. 2x4 BLOCKING @ 24" 4$ SELF -ADHERING / O.C. NAILED TO SELF -HEALING LEAK PLYWOOD SPACER FR-13A BARRIER IF REQUIRED, lx6 TO BE ADJ. IN DENTIL EXTEND 24" MIN. FROM FIELD AT WINDOWS INSIDE FACE OF WALL nnii v flnr�i r0vnir MULUiINU BRICK VENEER °°Fc)v Cr ID PO�Q MI IR PACE. 1 SEE ENLARGED - - DETAIL FR-12A (� NAILER SOFFIT PER FR-12A 'F' CHANNEL J lx10 FRIEZE 11 ' CROWN MOLDING 2x4 BLOCKING @ 24" O.C. NAILED TO PLYWOOD SPACER lx6 TO BE ADJ. IN FR-13 B FIELD AT WINDOWS ONLY CROWN BRICK VENEER MOLDING 24" MIN. SOFFJ T F—T ACCCU BDCKC. CCC C C01NE INSULATION MUST EXTEND COMPLETELY OVER TOP PLATE. MAINTAIN 1" MIN. CLEARANCE BETWEEN BAFFLE AND UNDERSIDE OF ROOF SHEATHING FOR AIR FLOW. SEAL ALL PENETRATIONS IN TOP PLATES COMPLETELY WITH COMPANY APPROVFD SEALANT TO PREVENT AIR MOVEMENT BETWEEN WALL CAVITY AND ATTIC SPACE. FR-13 D-4 °pF �gP �Ql 1 F POD Q�� MI IR ROOFING PER �1� S ��O PACE. GENERAL NOTES N`b ��Q� INSULATION SHEETS ZF W/ BAFFLE ALUMINUM GUTTER / S 'F' Ci ANNEL SEE ENLARGED LLu DETAIL FR-12A VENTED SOFFIT 24" MIN. SEALANT 'J' MOLDING HORIZ. SIDING I P�1�5 ° 2 v�o Q °� MIF PACE.O SEE �� 1� INSULATION ENLARGED W/ BAFFLE DETAIL FR-12A N FILER �� 11 ALUM. OR VINYL V 24" MIN. VENTED SOFFIT W/ 9 11' SQ. IN. NET FREE VENT AREA PER LIN. FT, T'CHANNEL 6" DENTIL MOLDING OR 5/4"x6" W/ PROV. lx10 FRIEZE BD. PACKED OUT W/ 1/2" OSB EXTERIOR STRUCTURAL DENTIL SHEATHING MOLDING SELF -ADHERING / SELF -HEALING LEAK SIDING BARRIER IF REQUIRED, EXT END 24" MIN. FROM c��°Q� ��Zot INSIDE FACE OF WALL v� �� P�1��C OP�Z° G°�G 1 ��C°�� Q ��F�. MI IR PACE. SEE �� INSULATION ENLARGED W/ BAFFLE DETAIL FR-12A NAILER VENTED SOFFIT 24" MIN. 'F' CHANNEL CROWN MOLDING lx10 FRIEZE BD. PACKED OUT W/ 1/2" OSB n SELF -ADHERING / SELF -HEALING LEAK CROWN BARRIER IF REQUIRED, EXTEND 24" MIN. FROM MOLDING INSIDE FACE OF WALL KV GIRDER TRUSS TIE DOWNS 2 PLY GIRDER 3 PLY GIRDER H 10-2 MAX. CAPACITY =760 LBS, LGT2 LGT3-SDS2.5 MAX. CAPACITY =2,150 LBS. MAX. CAPACITY =3 285 LBS. (2)LGT2 LGT3-SDS2.5 (2) H8 MAX. CAPACITY =4 300 LBS. MAX. CAPACITY =4 775 LBS. > 4,300 LBS. > 4,775 LBS. CONTACT TOLL ARCH. CONTACT TOLL ARCH. TRUSSES Of HURRICANE SEE NOTE 'A 2x6 SUB -FA! IRC 2009 OP EXT. SHEATI FOR ALL RO( GREATER (2' SUB FASCIA EXT, WALL NOTE 'A' FOR BASIC WIND SPEED AT 100 MPH MAX. SIMPSON H2,5A (H1 FOR IRC 2009) HURRICANE CLIP FOR BASIC WIND SPEED OVER 100 MPH. SIMPSON H10 HURRICANE CLIP SS/RAFTER BRACED EXTERIOR WALL WALL STUDS DRYWALL INSULATION HORIZONTAL BLOCKING - CORNER BEAD EXT. & INT. CORNERS co cc ON 00 �i 0 0 n�o 00 00 #4 REBAR @ 12" O.C. W/ 5" HOOK CONC. FTG. #4 REBAR @ 18" OC 2x6 STUD WALL INSULATION PRESSURE TREATED 2x6 ON FOAM SILL SEALER EL. 0" 1/2" DIAMETER HOOKED -END ANCHOR BOLTS WITH 7" MIN. EMBEDMENT 6'-0" O.C. MAX. SPACING AND 12" MAX. FROM EACH CORNER (2) #4 REBAR ENTIRE BASEMENT PERIMETER 1 @ 6" FROM TOP, 1 @ HALF POINT; REBAR TO REST ON WALL TIES, WHERE POSSIBLE, WHEN FORMING WALLS #4 REBAR VERTICAL @ 12" OC BITUMINOUS DAMPROOFING SNUG FR-59 D-4 INTERIOR WALL FR-11 D-4 CONC, SLAB MUST BE IN PLACE PRIOR TO BACKFILLING 4" 0 PERF PERIM. DRAIN 4" #2B STONE TYP, 2" #2B STONE TYP. 2x STUDS NAIL SHEATHIP TO BLOCKING EDGE NAILING REQUIREMENT' MAXIMUM REINFORCED OPENING IN BRACED WALL SHEATHING - 2X BLOCKING EDGE ' SHEF 1G DER STRU ' SHEA Z X Q M 14 1/2" M X. MAXIM z Q HOLE = SHEAT � N f, i 6" MIN. I 12" MAX. 2 x d MIN. C d -a z N � ALLOWABLE C�OLES IN BRACED/SHEAR WALL PANED HALF -WALL OFFSET OVER JOIST IALF-WALL PER PLAN - LOOR FRAMING PER (PLAN - FULL DEPTH BLOCKING EA. SIDE OF JOIST UNDER HALF-WALL— CS-16 STRAP TO WRAPAROUND FLOOR JOIST AND ATTACH TO EACH SIDE OF HALF -WALL PACK OUT FLUSH WITH HALF -WALL ABOVE HALF -WALL DIRECTLY OVER JOIST SIMPSON STRAP BENT AROUND OUTSIDE CORNER W/ MIN. (8) 10d NAILS INTO TOP PLATE @ EACH SIDE OF PSL AND MIN. (4) 10d NAILS INTO EACH FACE OF PSL POST PLAN AT CORNER CONDITION SIMPSON CS16 STRAP (CUT TO LENGTH) W/ MIN. (8) 10d NAILS EAC SIDE OF PSL POST AND MIS 10d NAILS INTO PSL POST �unaLi-iLiv i � OF THING PANEL -_TU RAL THING UM REINFORCED N SHEAR WALL HING 6" MAX. HOLE, NO REINFORCING REQUIRED PSL POST PER PLAN FR-58 D-4 TRUSS, PSL POST, STUDS, BEAM SIMPSON MSTC28 STRAP - ONE SIDE ONLY CAN BE APPLIED OVER EXTERIOR SHEATHING IF CONFLICT W/ TRUSS TIE -DOWN OCCURS (CUT TO LENGTH) W/ MIN. (8) 10d NAILS EACH SIDE OF PSL POST AND MIN. (4) 10d NAILS INTO PSL POST CUT AND REMOVE BOTH TOP PLATES FOR PSL POST INSTALLATION TYP. WALL FRAMING PSL POST PER PLAN (FIELD INSTALLED) CUT AND REMOVE BOTTOM PLATE FOR PSL POST INSTALLATION SUBFLOOR TYP. FLOOR FRAMING P.T. SILL PLATE FOUNDATION WALL PSL OR 2X6 BLOCKING TO MATCH WIDTH OF PSL POST ABOVE PSL POST PER PLAN (FIELD INSTALLED) „ CONT. P.T. SILL PLATE �— CONC. SLAB S©G�FO-� iC �L CAI/ S�C�NC33 FD42 STEPPED BASEMENT FOUNDATION DD-25 HALF -WALL OVER PARALLEL FOISTS FR-9 �� U S �� L FR-60 4 D 4 I N S TA L L� �\ u 0 C N �� C V Al D-4 r°"Neo !/k�% \\\\\\\\�`\\\\\\\\\\111ililllllflgl////dry' VC DNS lAtti1111111111\�11\�\` Q Q Q Q h-� < Q .--. Q c a) �; " _ Z Q Q vi Co N ro -0 in � 6, O o a' (3 � � > � Q o -6 2 a-) E c 41 -_a VL_ @ m 0 n Lu 0 d 0 Lo r M N ui Lo 0 Lu E Ln 0 0 , m o V� 0 0 S_ ""€ I4-1 0) N < ®::: cal 0 z tj. T z '-° cn ® o Lu Mo 1 w: W. U2 zi U O 0: w 03 v U cl� w CD J —I --- J M (1l Nt z �3:% U z� U. �J - C� 7-7 V tp Q uj uj U') SERIAL NUMBER 0 U ru a� Q 0 a TIZ 0 O w Q w [:- m M � O C,� 3: u[ OO Lu ® ~ O 0` 0 OLLJ H 0�z Lu Q w U j O O Lu O uJ ®� w w ::Dcr_ a U > J � Q Q Luof O O w W J O °° ) H O CL z a U) C7 Lu O w r� 000 w Q Q u- z LuO r J z � U) U) W Q cn wo� 0 Ui ® U m U) J O O UO U) O a W O O Lu cL Lu L 0 U) w=®i w Q � <_ck � cn 0 O O w w = z U z OLL-1 Lu O ULu F CJ w a �wt.u0 (D U v) < Q to .. _L z L/ cn O co�CDz 0 w Lu !—OQ0 w u w w U) < 0 = ry 0 w ~ 0 � l LLJ oCVH� W =) z O U) O z ® 00 U) O Lu {-- _U 0 U) ® z W U nLL- Q OL a Lu 0 ® 0Lu Lu w 0- O z U w LLJ U) CD (D = w I— zHy(n r ~ O 2: Q ca u Ln J u- z O O O w w 0 � ®� w cfjO_O�— U U) J 0 r J ;Z7 Lu O GABLE END TRUSS ROOFING PER (2) 2x4'L' BRACE. GENERAL NOTES SHEETS S� CONNECT TO EACH GABLE VERTICAL W/ TRUSSES PER PLAN (SLOPE VARIES) 0 (2) 10d NAILS -- lx3 TRIM ON 2x8 6 i l ALUM. WRAPPED 2x ( —I� TRIM BD. (SIZE j f VARIES PER MODEL) s � ff 46 %" LADDER PANEL FRAMING PERPENDICULAR w t TO ROOF Q >� L fj. I �Jrf VELUX SKYLIGHT FS-4 R.O. 46 7/8" x 44 3/4° ---- — COMPANY APPROVED UTILITY TRIM 1 7 2x4 CONTINUOUS BRACING 1{ ATTACHED W/ (2) 10d NAILS. 46 %" LADDER PANEL I IOUSEWRAP ON EXT. STRUCT. SHEATHING (TUCK UNDER RAKEWRAP) REQUIRED WHEN ANGLED DOUBLE TRUSS (TO BE BATT INSULATION Ill [ BRACE IS LONGER THAN 93". OR ENGINEERED) FRAMING PERPENDICULAR (PER RESCHECK) SUBFLOOR SOFFIT TRIM (VARIES 1 f {{ T-BRACE W/ 16d NAILS @ 8" O.0 ALONG EACH ANGLED TO FLOOR R-19 FACED BATT INSULATION W/ R-30 BY ELEVATION) Ix_ FRIEZE BD. BRACE UN -FACED BATT 4 SIDING III, 2x4 LATERAL TRUSS BRACING INSULATION BELOW ATTACHED TO BOTTOM CHORD SEALANT ROOFING PER ELEVATION �I1 OF TRUSS W/ lOd NAILS (TYP.) MAX. SPACING 48" O.C. - L _--` SIDING GENERAL NOTES SHEETS (SIDING) / v 2x4 ANGLED BRACE @ @ 48" O.C. 1 { FLOOR FRAMING UNDERLAYMENT UNDERLAYMENT CONNECT W/ (4) 16d TOE -NAILS I I SIDING STARTER I I PER PLAN 2x4 LADDER NA ILED 10 STRIP I I TO LAST TRUSS W/ - 10d NAILS @ 16" O.C. F-CHANNEL — - - DOUBLE TRUSS (TO BE — - - - - - - - - - - - - �" SHINGLES OVERHANG 1" - ENGINEERED) L DRIP EDGE n WALL BELOW BATT INSULATION 019 ALUM, COIL STOCK. _ 2x4 GROUND CLEAT �� (PER RESCHECK) NAILED @ 12" O.C.; FOLD TRUSSES PER PLAN (HORI ONTAL) 2x4_ GABLE END TRUSS �Q 3/8 M.D.O, BOARD PRESSURE TREATED SILL BOTTOM EDGE TO STIFFEN RIDGE LINE INSTALL MIN. (3) 2x4 i��Iol F CHANNEL SEALED PLATE ON FOAM SILL SEALER 10 TRIM ON 2x8 RAKE - .019 COIL BOTTOM CHORD TRUSS �Q� TO FOUNDATION WALL ALUM. OR VINYL VENTED SOFFIT STOCK NAILED BRACES ACROSS ENTIRE (HORIZONTAL) 2x4 GABLE F-CHANNEL \ @ 12" O.C. I NOTE: BRACING SHOWN NOT ALUM. WRAPPED 2x TRIM BD. — — I I DESIGNED FOR HIGH WIND (SIZE VARIES PER MODEL) EXTEND COIL 1 I LOAD AREAS WHERE BASIC (HORI ONTAL) 2x4 NOTE: 1/4" GAP W/ CONT. SEALANT 1 STOCK _/ 1 I PAST FRONT WIND SPEED IS IN EXCESS THIS DETAIL DOES NOT APPLY TO SUNROOM, J-CHANNEL LEG OF OF MPH 3-SECOND GUSTS OF 110 MPH. 10 SEE FR-25A FOR SUNROOM TUNNEL DETAIL COMPANY -APPROVED HOUSEWRAP; J-CHANNEL (1) LAYER AT SIDING ALTERNATE COIL SIDING STOCK BEND PLAN OF BOTTOM CHORD TRUSS BRACES SECTION AT RAKE BOARD SCALE: N.T.S. (SIDING) /' f � Yl o ��I��- V�®0� � i� 1 �\ -� j /\ FR-28 �USS I� DC_�lc of �0L I_ G,D-5 �6 C� �� 0�� •n � � � � 0 0 � � � � � FR-26 �� - o o /-� NN Y-M ;_\/ � � 0 � �� l � �� E R DETAILS FR-24 h �% __. h C I � 0 N "C' R /\ �� E � �� C�G�O� �� FR-18 D-5 D-5 _D-5 u O U �1 `E� o RETURN _ S�DOV��C D-5 UNDERLAYMENT ROOFING PER NOTE: GENERAL NOTES s� THIS DETAIL IS TO REDUCE & CONTROL JOINT ROOFING PER GENERAL NOTES SHEETS (SLOPE VARIES) �r0 CRACKS @ 2ND FLOOR WALL -TO -CEILING BF INTERSECTIONS THAT RESULT FROM TRUSS UPLIFT. SHEET S 10 TRIM ON 2x8 RAKE DO NOT NAIL OR ANCHOR DRYWALL CEILING DIRECTLY TO BOTTOM CHORD OF TRUSSES No. 15 ROOFING FELT SHINGLE 1" ALUM. WRAPPED 2x EQ. EQ. EQ. WITHIN 16 OF PARTITION PERPENDICULAR LAPPED OVER OVERHANG TRIM BD . (SIZE TO ROOF TRUSSES. THIS ALLOWS THE SELF -ADHERED /SELF DRIP EDGE VARIES PER MODEL) ' DETAIL APPLIES BOTTOM CHORD TO SEPARATE FROM HEALING LEAK 10 TO MIDDLE 1/3 OF PARTITION WITHOUT JOINT FRACTURE. BARRIER TRUSS ONLY 2x8 RAKE BOARD � z w /71 SKYLIGHT SEE .019 COIL STOCK � Q a NOTE: NOTES, 1 & 2 - - � NAILED @ 12" O.C. � \ 1'-7" > 3: BRACING SHOWN NOT SELF -ADHERED / o / UTILITY TRIM UNDER RAKE DESIGNED FOR HIGH WIND SELF -HEALING LEAK 1/4"GAP W/ CONT. I . (TUCK WRAP ) LOAD AREAS WHERE BASIC BARRIER OVER SEALANT WIND SPEED IS IN EXCESS OF 90 MPH OR 3-SECOND SKYLIGHT CURB; / J-CHANNEL / GUSTS OF 110 MPH. EXTEND 12" ONTO '% ROOF SHEATHING IN SOFFIT TRIM (VARIES COMPANY -APPROVED ALL DIRECTIONS INSULATION HOUSEWRAP; (1) \ BY ELEVATION) ROOF SHEATHING PER PLAN LAYER AT SIDING \ lxFRIEZE BD. _ - 1/2" DRYWALL STRUCTURAL WALL BRICK - VENEER No. 15 SHEATHING \ ROOFING FELT MINIMUM 2" SIDING ELEVATION — CLEAR AIRSPACE ABO��Q (SEE ELEVATIONS) \ ROOFING PER (BRICK) ��5 INSULATION GENERAL NOTES 5 2-2X PER PLAN GABLE END TRUSS \ OR ROOF RAFTER T SHEETS Y UNDERLAYMENT �o Q�\�G ,019 COIL STOCK NAILED @ 12" O.C. SHINGLES OVERHANG GE NAILING LINE \ 2x6 NAILING BLOCKS BOTTOM CHORD FOR DRYWALL �G�oco� 019 ALIP UM. COIL STOCK. oQ��l NAILED @ 12" O.C.; FOLD OF TRUSS EXTEND COIL STOCK / BOTTOM EDGE TO STIFFEN \ 2x6 NAILING ��o�Gx\ S - lx3 TRIM ON 2x8 BLOCK 1/4" PAST FRONT - RAKE LEG OF J-CHANNEL �\ 1/2" DRYWALL 1 ALUM. OR VINYL �e 1/2" DRYWALL NOTES: VENTED SOFFIT CEILING NAILED o 1. SEE MANUFACTURER'S DETAILS FOR STEP BY STEP F-CHANNEL NAILED TO 2x6 CAT INSTALLATION AND FLASHING PROCEDURES. FLASHING TO lx3 @ 16" O.C.; FIRST NAILING 16" ROW TO BOTTOM BLOCKS ONLY 2. SUPPLIED BY SKYLIGHT MANUFACTURER. INSTALL SKYLIGHT IN STRICT ACCORDANCE WITH 10 ATTACHED TO 2x4 'LADDER' INTERIOR PARTITION TRUSS CHORD TO BE 16" FROM BELOW MANUFACTURER'S INSTRUCTIONS. \ / SEALANT PARTITION FACE SEALANT AND BACKER ROD WALL PLATE NAILING DETAIL ISOMETRIC DETAIL ALTERNATE COIL STOCK BEND ALUM, WRAPPED 2x AT RAKE BOARD TRIM BD. (SIZE SCALE: N.T.S. SCALE: N.T.S. VARIES PER MODEL) SECTION BRICK VENEER (BRICK) � ° U E T-` IL - FR-27 �� u �� H �� I_� T /\ EXT-12 _ , , ' ,� -1, T �J I FR-14 EAVE PROJECTION & RAKE FR-19 iL L L D Oo C` O D '� �� ' 0 0 �� 0 0 �� D-5 D-5 li� L� f� D-5 RETURN - BRICK OR STONE D-5 \\ ()ON NFCr,,,,,�� \\\�,,,��0 0 Q Q H Q Q Q Q i( �`llQ Q H Q Y > Q _ Q o n cn z a, ® ai E co .2 > E cl� un .0 o ro j Q) .0 Q) t6 0 > > — NT O � d O O M O > 0 O ` �A 0O Lo CL 4 _ Lh ' ( N 0. O r L0 N €�' O z 0 w; Lu Lu w t i w LU O I w O Q ¢ o � O0 M J N H ram: L 0 U L-� n �PRq C) O U Q €Utz L_ Luz w (n z FINAL NUMBER 0 U rs a� Q 0 01 ® w Q w on ZD � O ,:,:� 3: w OO = z u O LLJ O w 0 QWv o ® Q Lu t1 w fn U ® 0 w w ::::3 ci�_ a uu z Q ry Q w Lu re O �i: O LL- LL- w z J z ® m Iw-O � z w O � }�ULu � � m 000 Lu a <L'-� ry z 0 Lu Q u Lu � J % L Lu , f- z W w U mto;�E J O a ®U U,.,)O O c z O O z r-, Lu O ® 0 €n Lu z O U Im:Lu -mJ� _ m >- Luz mU)>� z O O z <� U w z tee O O ® o LU < LLJ � Lu ia_ z w > O w ¢ z z C) w J Q �QQ(n �Ujcze�0 �U)cn m H 0 z = Lu Lu w � 2: F- 0 QLLJ Lu®LuF - w U_ O 0O Lu o m O z F- � oo< ® = Q z " ® Q L=LJ ry O ct bj Q.�� U- FF---UU0 Lu z a z LU w U Lu CD z L F- F- = cn O LLJ Q m U U) LL- z O O O w w ® re ® z u V®otz— < U (j 0 Lu Q m J ® J Lu 0 I7)/ pe HIP TRUSSES HIP TRUSSES BLOCKINGEEN J— (3BOVE NAILS @ 16" PER DIAGRAM FRAME INSTALLED HIP @ 2TWO.0 TRUSSESPURLIN ON TOP OF DROPPED -CHORD GIRDER TRUSS `(1) 8d NAIL @ 16" O.C. STEP-DOWN HIP TRUSSES JACK TRUSSES @ 24" O.C. GIRDER TRUSS EDGE OF ROOF 1/2" SPACING BETWEEN SHEATHING _ JACK TRUSSES @ 24" O.C. 2x4 BLOCKING BETWEEN 2x4 STUD WALL (gyp) _ EDGE OF ROOF HIP TRUSSES AT HIP RIDGE (TYP,) PROVIDE ADDITIONAL 1" OSB RIM HIP LINE BOARD UNDER ANY DOUBLE JACK L HIP LINE RIDGE (1 KING STUD & 2 JACKS) OR GREATER POINT LOAD CONDITION RIDGE (SEE 5/A-4SD) -- FLOOR FRAMING PER PLAN 1 1/8" OSB RIM BOARD SUBFLOOR L� L / PARTIAL ROOF PLAN PARTIAL ROOF PLAN SCALE: N.T.S. SCALE: N.T.S. y (2) 16d NAILS AT I -JOIST FLANGE TO PLATE 2x4 BLOCKING BETWEEN (i) 8d NAIL @ 16" O.C. PURLIN FRAME INSTALLED ON TOP OF DROPPED STEP-DOWN TRUSSES @ 24" O.C. (1) lOd NAIL AT RIM BOARD TO // /// / -CHORD HIP TRUSSES ROOF SHEATHING JOIST, TOP AND BOTTOM - /// ROOF SHEATHING GIRDER TRUSS 1/2" SPACING BETWEEN /// SHEATHING GIRDER TRUSS JACK TRUSSES @ 24" O.C. LTP4 FRAMING PLATE AT JACK TRUSSES @ 24" O.C. HORIZONTAL SEAMS IN SHEATHING @ 48" O.C. OR 6" LONG SIMPSON STRONG -DRIVE 2x4 FLAT SDWC TRUSS SCREW @ 16" O.C. BLOCKING UNDER (THROUGH TOP PLATES, INTO RIM) PARALLEL WALLS @ BATT INSULATION 24" O.C. f COMPANY APPROVED HOUSEWRAP FLOOR FRAMING ON EXT. STRUCTURAL SHEATHING PER PLAN FRAMING SECTION - FRAMING SECTION SCALE. 1/2 -1-0 SCALE: 1/2"=1'-0" I P A U S 3 P UR L N ', �\\Uf - � r / ATRUSS �DETAILFR-38 FR-34CROSS BAND BOARD DET/�L / 1uI�� u FR-31 /J7 \ I � hH D_6 of D-6 SELF -ADHERING/ k SELF -HEALING LEAK 2 -0 i -0�� MIN. �SIDING PER PLAN BARRIER BEHIND WALL COMPANY APPROVED HOUSE WRAP - SELF -ADHERING /SELF -HEALING LEAK BARRIER APPLIED TO SIDE WALL BEFORE INSTALLATION OF ADJACENT ROOF FRAMING RIDGE BOARD 'SKIP -TAPE' HOUSE WRAP TO - ROOF SHEATHING FLASHING W/ COMPANY ROOF RAFTERS PER PLAN 2x4 LATERAL BRACING @ o / "' / J APPROVED BUTY TAPE z 'J CHANNEL - 'Z' __---- 2'-0" O.C. FASTENED TO .019 FLASHING (MATCH SIDING COLOR) TOP CHORD OF TRUSSES ! z - ROOF TRUSSES PER PLAN \ � o,m� N ROOFING MATERIAL PER PLAN VALLEY PLATE BEYOND ELEVATION 8" MIN. C zzzzzz BAFFLE AS REQUIRED SCALE: N.T.S. BEYOND FASCIA LEAK BARRIER VALLEY PLATE UNDERLAYMENT, TURN UP WALL 5" MIN, DOUBLE TOP PLAT E OF BATT INSULATION, MAINTAIN STEP FLASHING, TURN UP WALL 5" MIN. STUD WALL 1" MIN. CLEARANCE BETWEEN DETAIL A -A ELEVATION HOLD BACK ROOF SHEATHING NOTE: FOR AIR FLOW INSULATION AND SHEATHING STEP FLASHING A SCALE: N.T.S. TO PROVIDE CONTINUOUS ATTIC BRACING SHOWN IS NOT SELF -ADHERING SPACE AND VENTILATION DESIGNED FOR HIGH WIND LOAD AREAS WHERE BASIC FINISHED LIVING SPACE /SELF -HEALING LEAK � O ATTIC SPACE BARRIER APPLIED TO NOTE: WIND SPEED EXCEEDS 90 MPH OR 3 SECOND GUSTS FRAMER TO INSTALL CONTINUOUS SIDE WALL BEFORE �FP`'G A SECTION IS PARTIALLY OF 110MPH DRAFT STOPPING TO PREVENT AIR INSTALLATION OF 'PULLED APART' FOR CLARITY FRAMER TO INSTALL STRUCTURAL MOVEMENT BETWEEN ATTIC AND CONDITIONED SPACE, SEAL ALL ADJACENT ROOF FRAMING ROOF SHEA T HING SHEA T HING OR T -PLY DRAFT STOP JOINTS AND GAPS WITH APPROVED / 2x VALLEY PLATE AT KNEE WALLS BETWEEN ATTIC AND CONDITIONED SPACE. SEAL SEALANT. CI 2x VALLEY PLATE W/ (3)16d NAILS TO ROOF ALL JOINTS AND GAPS WITH APPROVED SEALANT 3/4" T&G SUBFLOOR KICK OUT FLASHING > --i� TRUSS TOP CHORD HOLD GUTTER OFF �. 2 x4 LATERAL BRACING @ ATTIC TRUSS FINISHED WALL MIN. 1" 2'-0" O.C. FASTENED TO TOP CHORD OF TRUSSES ROOF TRUSSES PER PLAN FINISHED LIVING SPACE LEAVE TEAR STRIP ON (FOR 6 MIN.) SO \ ROOFING MATERIAL HOUSE WRAP CAN BE \.,� � �` PER PLAN NOTE: TUCKED UNDERNEATH ✓ \' OVER -FRAMED RAFTERS e STARTER COURSE AND RIDGE BOARD NOT UNDER KICK SHOWN FOR CLARITY FLASHING 2x EXT. WALL DRIP EDGE PLAN ENDS OF TRUSSES SELF -ADHERING/ BEARING ON EXT. WALL SELF -HEALING LEAK BARRIER. EXTEND DOWN FASCIA 3"-4" KICK OUT FLASHING SCALE: N.T.S. h �00F SUSS �u '-\CJN T UG L11E�� CCU 1�E FR-40 -- — F� 1�J H'D ATTI' T'U'S �� '\ �L FR-35 Uc'/`-OUT FLASHING DETAl EXT-46 D-6 D-6 D-6 GpNNFc�;�%,,, ``\\\\\`\\`\\��au►uulrnlruniiiii� � i ♦ Q�1 0 ° A/O. //lllllllilill Q¢ Q Q Q Q Q a Q Q Q Q Q Q c Q) > ro a> z O u 2 C7 m n> > .o E -a > ^ a m E °; r O O M 0 In z kJ a n Lli cc E N L '- N O p € L 1 f9 - a o V� 00 _4 < '' € J M v CL cy) CN 0 N O N C�3 U- o 0 a® M cV LLj Lu tu- Lu 0 z U z U Q Q � � J N j €j i Utu- z I 2f C=7 n u—' C� O` _,i Lu w co W C�Lu u ",:::,IAL NUMBER 0 w w�co 0 Q[ W o Lu LL_®gin ®Lu O= O W —1 ® Lu Q O V Lu Q Q 0 = U) w 0 w j U) Lu 0 Lu 0 w w"-' ck� n Lu®® wz_j ® co F— H '— F— U) H O n 2 r U) O U w rl co V 0 z LU E2 ry Q W LL z z ry W ry .--I ¢ cy e v) W0ry _ F- 0 0 0 U m U) ry oO u O O z LQ O O z rn 0-mw 0 0 2 C) Lu U) P co J g —I < F— Q = m U) � O z 0 0 Lu � Lu = W 0 0 LL• W Q 27 w W w 0 WW oG z = 09 < U) ¢ < cn z z z � Lo 0 � (5 (D � Lu Lu ® Q O w v) w U) Q � Iu Lu Lu~ U) � w u LL. ck:f ::D 0 U) 0 z OLLU)0 0Lu - h U 2: 0 Q � >_ cnu�z z z Q _I 0 W W a a 0 CI ® ® ct� Lu Q U F— W 0- O w W U) co UzwF- z�l- g= o�C I=1-- Q�mv z 0 0 0 LL w w 0 ri, ® z w Cn 0 O V ) r, in Q Q aw OO T-4" TYPICAL MAINTAIN W.I.J. SPACING W.I.J. PER FRAMING PLAN DO NOT LOCATE BASEMENT WINDOWS BELOW CANTILEVERED FIREPLACE. DETAIL FOR TILE MARBLE, SLATE, OR GRANITE FACINGS ONLY. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF, RECOMMLINDATIONIS AIVID I IUJI BE VCRIFIED PRIOR TO AND AT THE TIME OF INSTALLATION CANTILEVERED DESIGNER FIREPLACE SELF -ADHERING / SELF -HEALING LEAK 21-011 BARRIER TO EXTEND UP WALL 6" AND DOWN EXT FASCIA 46A ROOF SHEATHING ON i 12 2x4 @ 16" O.C. 4 DRIP EDGE, SEE DE'I AIL FK-12A 2x4 FASCIA W/ ALUM. r WRAP z MIN, TOP CLEARANCE M OSB RIM BOARD, TYP. T-4" JUMBO BRICK HEARTH T-4" STANDARD BRICK HEARTH T-a .a FLUSH HEARTH NOTE: ALL UNIT CLEARANCES TO COMBUSTIBLE MAT ERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDAT IONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION SIDE ELEVATION OPTTONAI 161, 1 ONG METAI RAIN DIVERTER CENTERED ON EXHAUST OUTLET 2x6 RAKE W/ ALUM. WRAP 2x4 FASCIA W/ ALUM. WRAP DIRECT VENT HEIGHT VARIES CORNER TRIM HORIZONTAL SIDING D-7 i�9 ECVENT ��S��1�E FGNAIL REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN 0 HEAT SHIELD 0 0 Lu v cef �� LLLLLL I 0 Ll I 0 MIN. BOTTOM AND SIDE - Q ,< CLEARANCE (1) 1/2" LAYER OF 0 Q z i' COMPANY APPROVED 0 U) r NONCOMBUSTIBLE CD HEATILATOR A UNDERLAYMENT, CONT. CD4842 I I -- ------ I I I COMPANY APPROVED I' HOUSEWRAP OPTIONAL BRICK j x VENEER I II I l NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAIN T Al 1211 MIN. CLEARANCE FROM VEN 110 1NINDUW ABOVE, IF APPLICABLE. — SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON 2x4 @ 16" O.C. DRIP EDGE, SEE DETAIL FR-12A------ 2x4 FASCIA W/ ALUM. R-51 D-7 2'-0" RIDGE VENT PER PLAN GAP ROOF SHEATHING AS REQ'D BY VENT MFR. R-38 INSULATION INSULATION BAFFLE (TYP.) OPTIONAL T-PLY MAINTAIN 1" MIN. - 2"MAX, r GAP FOR VENTILATION I VENTED SOFFIT (TYP.) R-19 FACED INSULATION @ 2x6 WALL - NO SHEATHING (TYP.) R-19 UN -FACED INSULATION @ 2x6 WALL (TYP.) 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET ROOMS ONLY.) T-PLY / SPRAY FOAM AIR SEAL 1" RIGID INSULATION TIGHT — TO BAND JOIST W/ SPRAY FOAM INSULATION AT ALL 4 EDGES - TYPICAL AT ALL JOIST BAYS MASTER BATH R-19 FACED BATT INSULATION W/ R-30 UN -FACED BATT INSULATION BELOW PLUMBING SUPPLY LINE: INSTALL AS CLOSE TO SUB -FLOOR AS POSSIBLE GARAGE INSULATION BAFFLE (TYP.) SINGLE TOP PLATE T-PLY R-19 FACED INSULATION @ 2x6 WALL - NO SHEATHING (TYP.) MAINTAIN 1" MIN. - 2"MAX. GAP FOR VENTILATION R-19 UN -FACED INSULATION @ 2x6 WALL (TYP,) VENTED SOFFIT (TYP.) OPTIONAL T-PLY 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET ROOMS ONLY.) ATYPICAL EAVE SECTION 2-7 SCALE: 1/2" = V-0" 2x6 STUDS @ 16" O.C. STAGGER STUDS IN EACH WALL (SHOWER/TUB WALLS & TOILET R 19 UN FACED ROOMS ONLY.) INSULATION @ 2x6 WALL (TYP.) T PLY R-19 FACED INSULATION @ 2x6 WALL -NO SPRAY FOAM AIR SEAL SHEATHING (TYP.) 1" RIGID INSULATION R-19 FACED BATT TIGHT TO BAND JOIST W/ INSULATION (INSTALLED SPRAY FOAM INSULATION ABOVE WATER LINES) W/ -fME AT ALL 4 EDGES - R-30 UN -FACED BATT TYPICAL AT ALL JOIST INSULATION BELOW I BAYS ATYPICAL JOIST BAIL SECTION J r, A BATHROOM OVER GARAGE D-7 SCALE. 11411 = 11-011 EATH ROOM �' �,,, � ��_ REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN uvrvyr L� 2x BLOCKING MIN. TOP CLEARANCE -- I, HEAT SHIELD W 0 L v MIN. BOTTOM AND SIDE I o m CLEARANCE I (1) 1/2 LAYER OF - COMPANY APPROVED 0 o NONCOMBUSTIBLE 0 z HEATILATOR UNDERLAYMENT, CONT, 0 CD4842 F va I p Lo I I I � I I I I COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK VENEER NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2. DIMENSIONS MAY VARY WITH OTHER MANUF., PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3. REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4, DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW ABOVE, IF APPLICABLE. v III III II 1 " BEAT 1 PER PLAN MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS SELF -ADHERING / SELF -HEALING LEAK BARRIER TO EXTEND UP WALL 6" AND DOWN FASCIA ROOF SHEATHING ON 2x4 @ 16" O.C. DRIP EDGE, SEE DETAIL FR-12A 2x4 FASCIA W/ ALUM. r WRAP z MIN. TOP CLEARANCE o O IIIIII i -- cr� MIN. BOTTOM AND SIDE I I CLEARANCE x 0 r, SCALE: 1/2" = 11-0" IMPORTANT NOTES: o STAGGER 2x6 STUDS AT DOUBLE WALLS BEHIND ALL SHOWERS/ TUBS AND TOILET ROOMS. © ENSURE RIGID INSULATION IS A TIGHT FIT IN EACH JOIST BAY AND SPRAY FOAM SEALS ENTIRE PERIMETER AND ALL AIR GAPS. ® ENSURE R-19 FACED INSULATION IS INSTALLED TIGHT TO UNDERSIDE OF SUB -FLOOR, FILL REMAINING JOIST BAY WITH R-30 UN -FACED INSULATION. ® CONTINUOUS BEAD OF SEALANT AT ALL JOINTS WHERE AIR GAPS MAY OCCUR 2'-0" M REFER TO INT. DETAILS FOR FACING AND FLUSH HEARTH INSTALLATION HEADER PER PLAN 2x BLOCKING HEAT SHIELD w 0 = U "• m (1) 1/211 LAYER OF COMPANY APPROVED 0 o NONCOMBUSTIBLE oM Q HEATILATOR UNDERLAYMENT, CONT. 0 VF-) CD4842 Ua o � 0 I a ° a � I a � I � a I COMPANY APPROVED HOUSEWRAP OPTIONAL BRICK I • ° VENEER I I r NOTES: 1. REFER TO MANUF. OWNER'S MANUAL FOR COMPLETE WRITTEN INSTRUCTIONS. 2• DIMENSIONS MAY VARY WITH OTHER MANUF, PLEASE REFER TO INSTALLATION INSTRUCTIONS. 3• REFER TO DETAIL FR-56C FOR FRAMING DETAIL. 4. DETAIL IS FOR USE WITH FIREPLACE FOUNDATIONS ONLY. 5. ALL UNIT CLEARANCES TO COMBUSTIBLE MATERIALS SHALL COMPLY WITH THE MANUF. RECOMMENDATIONS AND MUST BE VERIFIED PRIOR TO AND AT THE TIME OF INSTALLATION. 6. MAINTAIN 12" MIN. CLEARANCE FROM VENT TO WINDOW - ABOVE, IF APPLICABLE. BEAM PEK PLAN --- MASONRY HEARTH, (1) ROWLOCK ON (3) COURSES RUNNING BOND 3/4" SUBFLOOR ON 2x6 PLATFORM REFER TO MASONRY HEARTH FRAMING DETAILS D R E� Il VIA N u II '- �� I� LJl\ C l`✓� F L U o n !1 u �l F D 7 B DID 1� DQ 1� �J L 1� N u l� � L C �� NJ U M �� U �J C G� C-� �� lid 1 � 'H F D 7 R-56A I-� V 0 E C u ��1� u J h 1A i- ) L I A C 1� �l V A D R IJ ; R C'/ -� 1= � u -� FD-7`*_� ..��ttttt�itnlltUu�uiva..,. a <t Q Q Q Q Q Q Q Q Q a) a� --¢ Q vi 0-0 U) (J 0-)2!U 0 U cn :3'- '- O 6' (D s m �o � �Q .o a c° a� E: c > a� C > - fu � Q r ull 0 0 O F M Lo <a M E 1 rx ru Lo Lu V Lu „ p ;.. 2 r, � uj kA O Lo 1M ■..II Lo ' (D fV 0 Lo N 0 0' �1 0 , _q o N Lu Lu .` w =1 Ul 0 i 10 i Lu i U U Q Q M { N ® ® o U L` Lu w 1 O u ; J < o V�), MppG�� Smm:. rj < Lu w SERIAL NUMBER 11 u O w Q w co Lo � rn O 3: _ O w 0 O= O LLJ o�z wO LLJ j moo Q Q O = z w O Lu j Lu 0 w ♦2 Lu C) O ce CL J Lu M � Q Q Lu w O O W I� Lu J H O m v) o a _ w_ O - U w ca 0 Z ULI 22 �"-FL Z Z w Q O > DC J ZLu Q >- _ w- z w ¢ U) LL = O O IS m L J O Z U OO O U) 0 =W O0z w CDz L _cnr, �0uw wj uj � m J = J Q I— Q = m U, Lu p z O �p w w = Z W C] (n Lu O O 0 z U O QzLu� U w a z w Lu > OU = 0 0 '< t-1 Q Q V / F_ujc=!)O m 0 0 z 0 w fw- cl cwn¢o= Lu 0w U) g r-I w 0� :D z O V) 0 z LLJ w cn O U z O 1" ozw> z LAO z a 0 0 � Z w Lu b" ¢ Lb!:; E_uU0 w a z Z wwU)0a zHwU) 00 < ED U GZ J ALL � 0 0 cn 0 z z = c!i O O I— Q U (j W U) m J 0 J __ SPARK ARRESTER NOTE: ALL TAPES BROWN COUNTER �� FLUE " (NOMINNALAL OOUTSIDE DIM.) MUST BE J-ROLLED FLASHING IN BRICK JOINTS NOTE: z 4 SIDES ABOVE ROOF �o NOTE: THROUGH WALL COMPANY APPROVED SILICONE LINEICK HOUSEWRAP ON EXT. FLASHING MAY BE CUT CAULK �;, - BRICK 3 SIDES BELOW ROOF STRUCTURAL SHEATHING FLUSH WITH THE FACE OF LINE. 10'-0" RADIUS THE BRICKWORK. IN NO - BRICK TIED TO CMU @ 4 CIRCUMSTANCES SHOULD COMPANY APPROVED 2'-0" S UARE COURSES VERTICAL, 2 PER SIDE. THE FLASHING BE STOPPED GRADE 'D' PAPER / �� ROOF FRAMING 4" BLOCK TO SUPPORT BRICK /Z RD ruc� -CMU TIED TO FRAME WALL @ BEHIND THE FACE OF THE NOTE: ABOVE. MUST BE EITHER lb" VER T 1C:AL, 1 @ EACH END. BRICKWORK. HORIZONTAL REINFORCING SOLID BLOCK OR HOLLOW WALL TIES TIES @16" AND 2 TIES @ BLOCK GROUTED SOLID. BRICK CHIMNEY: MUST BE @ 24" HORIZ. - EACH END (TYP.) TO TIE MASONRY VENEER EB @ 16" VERT. CMU TO WALL FRAMING FACE BRICK -GROUTED SOLID 3/4" T&G SUBFLOOR CRICKET COVERED W/ BELOW ROOF LINE. 2X WOOD FRAMING FLUE LINER PROVIDE 1" AIR SPACE BETWEEN ` ` MASONRY VENEER AND SHEATHING ROOFING FELT. FASTEN STEP FLASHING ROOFING FELT TO DECK PER LAP UNDER MAIN ROOF SHINGLES FLUE LINER MIN. CLEARANCE CLEARANCE , MFR'S RECOMMENDATIONS BROWN COUNTER FLASHING A TO COMBUSTIBLES: BETWEEN MASONRY CA COMPANY APPROVED ..,...,...,....... ,.,.�.. BRICK VENEER cTri me .u.n _ rrnl Inr �� &WOOD FRAMING: A 1" w/ EXTERTnR rHTMNEY HOUSEWRAP OVER FLASHING TYP. ( ) OSB RIM BOARD MORTAR SCREEN riuurcF- i# c CORNER BASE rlhUKC -F 1 " " FLASHING LAPS 1" w/ EXTERIOR CHIMNEY 2 w/ INTERIOR CHIMNEY FILL W/ MORTAR ¢ uw - c _ SCALE: 1/4 - 1-0 _KALE: 1/4 - 1-0 2 w/ INTERIOR CHIMNEY = o TYPE S OR N . 'SKIP -TAPE' HOUSEWRAP TO THROUGH STEP FLASHING H � MANTLE VARIES SMOKE SHELF PARGED L,_I z ( ) .,I . STEPPED FLASHING;WALL END DAM AT TOP, KICK OUT AT BOTTOM FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE NOTIE: - ROOFER TO SEAL ALL JOINTS TO DAMPER W/ 0 � REFRACTORY MORTAR u _ � E' WEEP HOLES IN FIRST COURSE OF BROWN COUNTER WITH SILICONE CAULK DAMPER "' NOTE'A': 3" LEG ` BRICK ABOVE GRADE WITH WEEP EL-0" J VENTS @ 24" O.0 - - - - FLASHING IN BRICK JOINTS STEEL ANGLE SMOKE CHAMBER HEIGHT ;_4NOT TO EXCEED WIDTH OF co o 2" LEG COMPANY APPROVED SELF -ADHERING = CEMENT PARGING FIREPLACE OPENING 2'_0 `D 20" MIN. N PRESSURE TREATED THROUGH WALL FLASHING APPLIED �, N FIRE BRICK w/ 1/4" MAX. (TYPICALLY 36' WALLS ALLOW FLASHING TO CVLA I ChIL-PIV F)AC I I nE MORTAR JOIIMONT 3/4" 2X PLATE ON FOAM SILL SEALER 77DIRECTLY TO SHEATHING E_L=-8" _ _ _ _ _ _ _ / / / ,/� SEALANT BROWN COUNTER REFRACTORY MORTAR JOINTS - SHALL BE SOLID MASONRY SECTION 'A' " HEARTH 2n FROM OR HOLLOW FACING (FIN. VARIES) MASONRY -GROUTED SOLID V-0" W/STANDARD BRICK SLOPE GRADE MIN. 2% FLASHING �` 1'- 1 3/4" W/JUMBO BRICK SLAB FLOOR ,, , TOP OF CONCRETE HEARTH - AWAY FROM BLDG. I AT TOP OF SUBFLOOR ELEV. GROUT SOLID FIRST � CRICKET SHINGLES STEP FLASHING. LAP -_-- - - Tun /`nl Inf`rf` ••. I VVV I.VUKJCJ I AD I Wnr-D MnTnl / / `^' "'""""'^"" UNDER SHINGLE— ROOF SHINGLES 011 I-RAI I CnnI mr-n cn1 m ... —° ld•w-vrnwlw JVull BRICK CHIMNEY FOUNDATION DRAINAGE BOARD FIGURE #3 ROOFING FELT— I WEEP HOLES @ 32" O.C. (AS REQUIRED) SHINGLE SCALE: 1/4 - 1-0 - NOTE: 5" BRICK LEDGE @ EL -8" CONCRETE FOUNDATION WALL - SEE FND-1 FOR FOUNDATION INFO ROOF i` SHEATHING - Al I SPArFS RFTmir-m rl-ITMMFYC ANTI I �—RIGID INSULATION 2'-0" FLOORS AND CEILINGS SHALL BE WIDE AT PERIMETER FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. FOOTING MUST EXTEND 6" THE FIREBLOCKING OF SPACES BETWEEN PAST FIREPLACE FOUNDATION i CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE TO A DEPTH OF 1 INCH AND SHALL ONLY BE PLACED ON STRIPS OF SEE EXT-IA FOR METAL LATH LAID ACROSS SPACES CLEARANCE TO FIGURE #4 BETWEEN COMBUSTIBLE MATERIAL AND COMBUSTIBLES SCALE: 3" = V-0" THE CHIMNEY CHIMNEY FLASHING EDT85 THRU WALL FLASHING BASE(BRICK) ED-83 CHIMNEY FLASHING DETAILED T-6 MASONRY FIREPLACE CROSS EXT-2 8 SECTION SLAB D-8 COMPANY APPROVED GRADED' PAPER NOTE: ALL COMPANY APPROVED HOUSEWRAP ON EXT. TAPES MUST BE PROVIDE STRUCTURAL"IRSCE _ 2 IN. INTERIOR --- - — SPARK ARRESTER FLUE 13"x13" (NOMINAL OUTSIDE DIM.) BETWEEN NOTE: ]-ROLLED MASONRY VENEER AND SHEATHING TT z -BRICK 4 SIDES ABOVE ROOF MORTAR SCREEN i. �1„ `rm IT,, 1m I,,,,CD 1,ra, CD LINE. 'SKIP -TAPE' HOUSEWRAP TO THROUGH NOTE: SECTION WALL FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE ® „ -BRICK 3 SIDES BELOW ROOF 10'-0" RADIUS LINE. - BRICK TIED TO CMU @ 4 IS PARTIALLY TAPE DRIP CAP FLASHING TO T 2'-0" S UARE COURSES VERTICAL, 2 PER SIDE. 'PULLED APART' ' ROOF FRAMING -CMU TIED TO FRAME WALL @ SHEATHING WITH COMPANY 2 IN. 2 IN. 4" BLOCK TO SUPPORT BRICK (3 BR CKS) APPROVED BUTYL FLASHING TAPE FOR CLARITY NOTE: ABOVE. MUST BE EITHER 16" VERTICAL, 1 @ EACH END. r WEEP HOLES WITH, MORTAR WEEP HORIZIONTAL\REIN-FORCING II R��D BLOCK VCIYIJ HI EACH END VI" I'K11"ICU JI CCL LINTEL; FOR DOUBLE AND TRIPLE WINDOWS, WEEP HOLES @ 24" O.C. 11 MO nt T�n s TL�W �+�.+ L .av nnv � iaw L ----•--••--•--------• DKIt r, l,HIMINCT: I"IUJI DC EACH END (TYP.) TO TIE MASONRY VENEER EITHER SOLID BRICK OR CMU TO WALL FRAMING FACE BRICK -GROUTED SOLID 'SKIP -TAPE' HOUSEWRAP TO DRIP BELOW ROOF LINE. 2X WOOD FRAMING FLUE LINER CAP FLASHING WITH COMPANY D FLUE LINER 1 PORCH/PATIO SLAB )O� APPROVED BUTYL FLASHING TAPE COMPANY APPROVED SELF -ADHERING THROUGH WALL FLASHING APPLIED 2 IN. 4 IN. I MIN. CLEARANCE CLEARANCE A TO COMBUSTIBLES: BETWEEN MASONRY 1" w/ EXTERIOR CHIMNEY &WOOD FRAMING: A w RUBBED FINISH NOTE: DIRECTLY TO SHEATHING W/ END DAMS 2" w/ INTERIOR CHIMNEY 1" w/ EXTERIOR CHIMNEY FILL W/ MORTAR m a FOR ALL EXPOSED PROVIDE COMPANY HEAD TAPE PRIMED STEEL LINTEL APPROVED BUTYL r - 2" w/ INTERIOR CHIMNEY TYPE S OR N = 0 o MANTLE (VARIES) SMOKE SHELF PARGED w EDGES FLASHING TAPE @ SET DRIP CAP FLASHING IN r TO DAMPER W/ o Ln 2X FORM WINDOW JAMBS. STOP COMPANY APPROVED SEALANT. = REFRACTORY MORTAR 2: N 1" MIN. BELOW TOP OF z TURN DOWN AT ENDS HEAD FLASHING TAPE MAINTAIN MIN. 1/4" GAP ~ -450 MAX. FOR PREFAB. SMOKE CHAMBER ■ N DAMPER NOTE A AS SHOWN BETWEEN WINDOW AND BRICK MASONRY z � SMOKE CHAMBER HEIGHT m 30° MAX. FOR CORBELED STEEL ANGLE 00 � AT TOP AND SIDES SMOKE CHAMBER co '-' NOT TO EXCEED WIDTH OF FILLER STRIP COMBUSTIBLE SHEATHING .. EDGE ABUTTING MASONRY _ - _ CEMENT PARGING o FIREPLACE OPENING 2'-0" °O `� FIRE BRICK w/ 1/4" MAX. 20" MIN. N (TYPICALLY 36") WALLS TAPE WINDOW FLANGE TO BACKDAM PER WINDOW 12 IN. MIN. FROM FIREBOX N REFRACTORY MORTAR JOINTS - SHALL BE SOLID MASONRY 'A' 2X4 FORM SHEATHING WITH COMPANY MFR. RECOMMENDATION APPROVED BUTYL FLASHING TAPE SECTION HEARTH 20" FROM OR HOLLOW FRAME WALL FACING (FIN. VARIES) MASONRY -GROUTED SOLID PORCH/PATIO � )O� SEALANT BETWEEN WINDOW ' 1'-0" W/STANDARD BRICK CANTILEVERED 1 1/2 �� PAST FOUNDATION ON FLANGE AND HOUSEWRAP @ HEAD AND JAMBS -NOT @SILL 2 IN. CLEARANCE TOP OF SMOKE WOOD MANTEL (AIR SPACE) TO I CHAMBER; BASE 1'- 13/4" W/JUMBO BRICK TOP OF CONCRETE HEARTH SUB FLOOR \< AT TOP OF SUBFLOOR ELEV. 4 I I I FILLER STRIP / OF FLUE LINER ALL EXPOSED SIDES - �- PER MFR. MAINTAIN MIN. 1/2" \-Al rr)mni ic7 RLE FRAMING 1 — 8" l l IU GRVU I ED SULID PORCH/PATIO ` GAP BETWEEN WINDOW AND SILL - f H \ H<W ._ _ TOP OF FOUND. WALL & FOUNDATION NOTE: THROUGH WALL BACKER ROD & SEALANT / \E LINTELS @ EL. 0" FLASHING MAY BE CUT BRICK OR CONCRETE NOTE: DOUBLE FLOOR (3) #4 REBAR EA. WAY FLUSH WITH THE FACE OF SILL; 150 SLOPE MIN. SMOKE CHAMBER ALL SPACES BETWEEN CHIMNEYS JOISTS W/ THE BRICKWORK. IN NO COMPANY APPROVED SELF -ADHERING CIRCUMSTANCES SHOULD BASE OF CHAMBER AT FIREBOX DAMPER OPENING AND FLOORS AND CEILINGS SHALL 2X10 LEDGER WEEP HOLES @ 32" O.C. THROUGH WALL FLASHING W/ END DAMS THE FLASHING BE (DEPENDS ON BE FIREBLOCKED WITH NON-COMBUSTIBLE MATERIAL SHEATHING 5I, BRICK LEDGE @ EL. -8 " PORCH/PATIO SLAB CONCRETE DETAIL STOPPED BEHIND THE COMPANY APPROVED FLEXIBLE SILL FIREPLACE DESIGN) SECURELY FASTENED IN PLACE. BASE FACE OF THE FLASHING ATTACHED TO FRAMING, BRICKWORK. STOP HOUSEWRAP @ EDGE OF SILL, EXTEND 6" UP JAMBS ON EACH SIDE SEE EXT-T FOR W THE FIREBLOCKING OF SPACES FOOTING MUST EXTEND 6" BETWEEN CHIMNEYS AND WOOD PAST FIREPLACE FOUNDATION ' -- BRICK VENEER 1 BRICK MASONRY JOISTS, BEAMS OR HEADERS SHALL i COMPANY APPROVED GRADE 'D' PAPER COMPANY APPROVED HOUSEWRAP ON CTDGDI Arm CROSS SECTION RE TU A DEPTH f1F 1 TN(H AND SHALL ONLY BE PLACED ON STRIPS 2' 10" CONC. OF METAL LATH LAID ACROSS HEARTH SEE EXT-lA FOR EXT. STRUCTURAL SHEATHING SPACES BETWEEN COMBUSTIBLE CLEARANCE TO MATERIAL AND THE CHIMNEY COMBUSTIBLES PORCH PATIO CONC. DETAIL EXT-51 THRU WALL FLASHING EXT-8 MASONRY FIREPLACE DETAIL XT-1A BRICK MASONRY FIREPLACE EXT-1 °-$ D-8 D_8 D_8 WINDOW W/ BRICK CROSS SECTION I \\ oTII RU ® a► o P F Jill Q Q a Q Q¢ Q — Q c L Q a� ca N =_ Q Q vi O� co w m (n 0)Z o) E) N o N m E c .v 2 td C) > N- 5ro d O M In a M N V) E r6 U-) clq p U � 00 M L � 0) 5 v3 r6 N mod U' N ,� O L0 N 0 _ O o o Lu �d1 UJ O 0 z�- z T T V U o Q Q M J J cV 00 00 �o PU mac T.AaE.,t u it 2 0 F--1 ce- W J H 00 0 I U Q € Q I� { = w :. SERIAL NUMBER 0 V fa 0 0 10-Lu Q w�co Lf) O i LL_O = F- ®fin j ® O LU — O Cj O w O Q L V O Lu O = ;;7 T � 0 w U) Lu 0 w a w � C) � a O w Lu a Q ,, w O O LL- LUw J Z -� O Cc U) 0 = a cn Lu O CK- U m U w :E: ry < w ® z ry � O � � J r Q cn w ;a: cn O ry O O0 ® U IOV� ® z ®U)o o�z� O U) amLu¢ 0��o U) w�®uwj Lu U_j In —j Lu i Q �-- g U-) m u) Lu ® O O z�Uu) Lu w O 0 O U)-+ Lu Q w 711 w Lu 0 (_9 Q ® � Q _j U)¢¢Ur) I- UjC=O m (D (D z W)zw ® LU w � S ® Q O w u) � Lu c) < ® _ w w w H w cy u ~ O ® � � ®� O F-w6 Qzz< w � w O Q � n �z w w a 17O ® 0 0 <Lu �� z w z O wCL�,� m LU ~ � Lu `tLu O J � O O Lu LuO � ®� w u) ® O I— Q U j � Lu Lf) C) Q < a O - _ -......... STEP 1. NOTE: E: SECTION ION IS 2x10 BLOCKING OPEN WEEPS ^R126A . . ... ......... . ..............EXT-20A..... . ..... . EXT-20B BETWEEN STUDS OR VERTICAL WEB OF PARTIALLY 'PULLED TRUSS(FOLLOW SLOPE OF ADJACENT ROOF AT EDGE) NOTE: SECTION I®N 1S ACORN exT-z6a " 1— -- PEDIMENT W/ ) AT EACH END �/ CROSSHEAD OF FLASHING CROSSHEAD PVC PACKER �_ .................. _ a� KEYSTONE SIDING ACORN - -- CROSSHEAD APART' FOR CLARITY STEP 2. COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER ------- - --' PARTTALLY PULLED NOTE: ALL TAPES `( N DAM, TYP. ff o PEDIMENT W/ PER PLAN CROSSHEAD — NOTE: ALL TAPES STORY, BEHIND THE SUB FASCIA AFTER ALL SHEATHNG APART' FOR CLART I MUST BE 3-ROLLED HAS BEEN INSTALLED. SEE EXT-46, MUST BE ]-ROLLED ° STEP 3. 3-BORATE TREATED 2X4's (STEEL ANGLE BLOCKING) COMPANY APPROVED GRADE 'D' PAPER VENEER TIE OPENING /—OPENING OPENING �. OPENING I-; -: STEP 4. COMPANY APPROVED LEAK BARRIER @ INTERSECTION OF l i ROOF &WALL -LAP 18" EACH WAY COM71111 PANY APPROVED HOUSFWRAP - -- ---- - OVER STRUCTURAL SHEATHING COMPANY APPROVED BUTYL PTI ACTFRC >v �:. MOUNTED :.r_' TO BRICK on ncrcoc FLASHING TAPE .; .... I:. STEP S. ....... I i i I ROOF UNDERLAYMENT- WRAP OVER 2X S AND LAP 2X STUD OR II IR! ISS CHORD �-- BRICK VENEER FLF\/ATInNI F1 RIATMNI r_t wATTnnl �I c�oA_-rnnl 12�� UP VVALL (FASI EIV NtR IVIFR'S Rt(.OI�II�IEIVDAI'IUIVS) I STEP 6. COMPANY APPROVED METAL "Z" FLASHING - SET IN SEALANT I 'SKIP -TAPE' i HOUSEWRAP TO I�IURIAR SI,REEIV WEEP HOLE @ 24" O.C. IN 1ST COURSE ABOVE FLASHING � ,- 0- SCALE: N.T.S. SCALE: N.T.S. LLL VIM 1 luly LLL V/-1 1 1VIV SCALE: N.T.S. SCALE: N.T.S. 13 i THROUGH WALL COMPANY APPROVED SELF -ADHERING w = � NOTE: THROUGH WALL FLASHING MAY BE CUT FLUSH WITH THE I I j /STEP 7. 12 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR CORROSION -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG 10 I LONG LEG VERTICAL - PLATE WELDED TO LOW END OF STEEL ( ) ( FLASHING WITH COMPANY APPROVED BUTYLfnf FLASHING TAPE THROUGH WALL FLASHING. TURN 2 o DOWN OVER STEP FLASHING Y oo 3 / SEALANT ALONG TOP OF SAW KERF m �„ C) o FACE OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE II FLASHING BE STOPPED BEHIND I HE FACE OF THE BRICKWORK. BRICK COMPANY APPROVED GRADE D PAPER SIDING PER PLAN COMPANY APPROVED HOUSEWRAP ANGLE TO KICK WATER OUT OF BRICK VENEER) 9 re I i NOTES: STEEL ANGLE STABILIZING FASTENERS NOT INTENDED 'LOAD a COMPANY APPROVED HOUSEWRAP ON EXT. STRUCTURAL SHEATHING ON EXT. STRUCTURAL SHEATHING TAPE DRIP CAP FLASHING TO SHEATHING WITH 4 �� I hUR I RAIVSFER. FOR ROOF PIl CHES > 7: iZ, 3"x3"x1/4" @ y I 24" O.C. PLATE WELDED TO STEEL ANGLE / STEP S. 16d NAILS @ 16 " O.C. �— COUNTER FLASHING STEP FLASHING SEALANT TO BRICK ACORN PEDIMENT D W CROSSHEAD / v l 11 COMPANY APPROVED BUTYL FLASHING TAPE J f 'J' CHANNEL _ -'SKIP-TAPE' HOUSEWRAP TO DRIP $ CONTINUOUS BEAD OF COMPANY APPROVED SEALANT r� 6"x4"x5/16" LLV �- MIN. 2/3 OF BRICK MORTAR SCREEN —\ CAP FLASHING WITH COMPANY APPROVED BUTYL FLASHING TAPE 1 STEP 9. COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE -SKIP TAPE - S I EEL ANGLE i DRILLED FOR CORROSION -RESISTANT BEARING ON STEEL ANGLE SHINGLES _ SKIP TAPE HOUSEWRAP TO THROUGH WALL FLASHING WITH COMPANY APPROVED J CHANNEL SET DRIP CAP FLASHING IN COMPANY APPROVED SEALANT. 3 16d NAILS @ 16" -- BUTYL FLASHING TAPE TURN DOWN AT ENDS \ f STEP 10. O.C. IN LONG LEG SEALANT TO BRICK ACORN 14 COMPANY APPROVED GRADE'D' PAPER AND MORTAR SCREEN (LONG LEG CROSSHEAD PEDIMENT W/ CROSSHEAD OVER STEEL ANGLE 5 STEP 11. VERTICAL) ROOF UNDERLAYMENT -LAP 12" UP WALL (FASTEN PER TAPE DRIP CAP FLASHING TO SHEATHING WITH COMPANY APPROVED BUTYL 1 NOMINAL PVC PACKER BEHIND CROSSHEAD 2 ADDITIONAL LAYER OF No. 15 ROOFING FELT ON ROOF TO BE (3) SIMPSON MFR'S RECOMMENDATIONS) FLASHING TAPE S I CROSSHEAD LJ � 'J I ISFII AS PR(1 T FrTT\/F SI IRFA(F Ill IRTRI(: MAC(1NRV INNW 15 REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) TRIPLE ROOF STEP 12. I FnS 1 /A" V F" " ��VOOD SCREWS 1 T 0 EACH STUD COMPANY APPROVED LEAK BARRIER AT INTERSECTION OF ROOF &WALL -LAP 18" EACH WAY PRIMED S I EEL Lill I EL VV/ UI'CIV J WEEP HOLES @ 24" O.C. & AT EACH END OF FLASHING DAM I APE DRIP CAP FLASHING I U SHEATHING WITH COMPANY APPROVED BUTYL FLASHING TAPE TRUSSES OR RAFTERS @ 16 O.C. COMPANY APPROVED 'SKIP HOUSEWRAP DRIP BRICK VENEER WITH WEEP HOLES @ 24" O.C. FOR BRICK SUPPORT W/ MORTAR WEEP SCREEN NOTE: SDS AY BE TRI RAyFTERS TRAILS SELF -ADHERING THROUGH WALL III II -TAPE' TO CAP FLASHING WITH COMPANY IIJII FASCIA BOARD STEP 13. SAW KERF BRICK PARALLEL TO ROOF PITCH. INSTALL COMPANY APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF INSTALLED FROM THE STUD - I INTO THE RIPLE SsEELE 10 ud L@uI'D O.C. TO EACH TRUSS/RAFTER PLY NAILED TO EACH OTHER FLASHING APPLIFD DIRFC"fLY TO r'; ' SHEATHING W/ END DAMS L ( SKIP -TAPE' HOUSEWRAP TO DRIP -- CAP FLASHING WITH COMPANY I ADDD \/ED Q1ITVI 1:1 ACWING TADS I II �III I LJD LIT SET DRIP CAP FLASHING IN -- COMPANY APPROVED SEALANT, TURN DOWN AT ENDS I ROOF MEMBER NOTE: THROUGH WALL FLASHING APPROVED BUTYL FLASHING TAPE D D D BRICK MOLDING D MAV RF rI IT FI I ICI IAITTI_I TUG GArF S_ ET DRIP CAP FLASHING TN COMPANY APPROVED I I A vTE® 1A KICKOUT FLASHING AT ROOF FASCIA TO BE TUCKED BEHIND METAL "Z" FLASHING -I ' V� , v K "W'O YY1 , " I� ° 1 OF THE BRICKWORK. IN NO CIRCUMSTANCES SHOULD THE FLASHING BE STOPPED BEHIND SEALANT. TURN DOWN AT ENDS i\ �� BRICK MOLDING NOTE: SECTIONS EXT-26A: EXT-266: ARE PARTIALLY cn I �rcivrc wUrc EXT-20A: EXT-20B: NOTE: ALL TAPES STEP 15. TI-IE FACE OFTFIE 6RICKWORIC, NOTE: ALL TAPES 'PULLED APART' ACORN PEDIMENT W/ CROSSHEAD CROSSHEAD MUST BE J-ROLLED ACORN PEDIMENT W /CROSSHEAD MUST BE J-ROLLED CROSSHEAD SHINGLES FOR CLARITY SCALE: N.T.S. - -- -- SCALE: N.T.S. __ SCALE: N.T.S. SCALE: N.T.S. BRICK OVER GABLE SUPPORT EXI45C BRICK OVER GABLE o SUPPORu EXT45A FLA HIN ETA L '' 1-7 EX-9 EX-9 '-` �� i�=� �_� '�_ C=91 N - I METRIC 0D1 EW BY R OF CONSTRUCTION DE �� J�JI�u ��O NTE OIL D_9 FLASHING DETAIL - � DI N1G D-9 D-9 D_9 --- --- — — - -- — — 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR NOTE: FOR FURTHER CORROSION -RESISTANT 16d NAILS @ 16" INFORMATION SEE STEP 1. NOTE: SECTION IS 2x10 BLOCKING BETWEEN STUDS OR VERTICAL WEB OF TRUSS PARTIALLY 'PULLED (FOLLOW SLOPE OF ADJACENT ROOF AT EDGE) APAR T FOR CLARITY STEP 2. — 5/8" PROJECTION - Y COMPANY APPROVED HOUSEWRAP INSTALLED AT LOWER STORY, O.C. IN LONG LEG (LONG LEG VERTICAL) EXT-45B & EXT-45C i BRICK NOTE: ALL TAPES BEHIND THE SUB FASCIA AFTER ALL SHEATHING HAS BEEN INSTALLED. SEE EXT-46. MUSI -R LLED BRICK SHOWN DOTTED - - —NO I E: ALL TAPES FOR ROOF PITCHES ".." > 7.12; MUST BE J-ROLLED STEP 3. 3-BORATE TREATED 2X4'S (S T EEL ANGLE BLOCKING) EXT. SHEATHING 3" x 3" x 1/4" @ 24" O.C. PLATE WELDED TO STEEL cn L- 2x STUD WALL OR STEP 4. COMPANY APPROVED LEAK BARRIER @ INTERSECTION OF ROOF ROOF TRUSS &WALL -LAP 18" EACH WAY SEALANT 1X3 PVC TRIM SEALANT ANGLE �? 16d NAILS @ 16 O.C. o o, � o $ c� u ONE STEP 5. „ „ J CHANNEL _ 4" MIN. COURSE ROOF UNDERLAYMENT- WRAP OVER 2X'S AND LAP 12" UP WALL 10 (FASTEN PER MFR'S RECOMMENDATIONS) SIDING VARIES w - �'�_N� 12 STEP 6. 12 In o COMPANY APPROVED METAL "Z" FLASHING- SET IN SEALANT 77 4 _ _ MIN. 1 1/2" DIA. v1 8 STEP 7. 5 6"x4"x 5/16" LLV STEEL ANGLE DRILLED FOR BACKER ROD AT QUOINED BRICK 7/16" ROOF SHEA T HING u, CORROSION -RESISTANT 16d NAILS @ 16" O.C. IN LONG LEG o � W 1 (LONG LEG VERTICAL) - (PLATE WELDED TO LOW END OF STEEL / QUOINED BRICK ` 3 RAFTERS OR 3 TRUSSES o Q w 7 ANGLE TO KICK WATER OUT OF BRICK VENEER) f.... EXT-45A (2x6 MIN.) CORNER CONDITION N w v, NOTE: STEEL ANGLE STABILIZING FASTENERS NOT INTENDED BRICK WALL - BRICK RETURN o 13 FOR LOAD TRANSFER BRICK VENEER ELEVATION VIEW ISTEP S. 8 CONTINUOUS BEAD OF COMPANY APPROVED SEALANT 2X EXTERIOR STUD WALL HOUSE WALL 'SKIP -TAPE' HOUSEWRAP TO 5/8" PROJECTION _ 6 ANGLE WITH COMPANY STEP 9. -- COMPANY APPROVED HOUSEWRAP OVER STEEL ANGLE -'SKIP-TAPE' WRAP GRADE D PAPER 36" , APPROVED BUTYL FLASHING TAPE COMPANY APPROVED LEAK BARRIER AT INTERSECTION BRICK "' ]CHANNEL \ 3 AIR SPACE i MIN, AROUND CORNER OF ROOF & WALL - LAP 18" , �'� EACH WAY ��' 1X3 PVC TRIM STEP 10. COMPANY APPROVED GRADE'D' PAPER AND MORTAR SCREEN COMPANY APPROVED ROOF UNDERLAYMENT - LAP OVER STEEL ANGLE ROOF SHEATHING STEP 11. GRADE D PAP ER OVER HOUSEWRAP 12" UP WALL (FASTEN PER MFR'S RECOMMENDATIONS) q,q v, -�-_ U, �� CUT FIRST FACE BRICK I` f EVEN WITH BACK OF TRIPLE ROOF ADDITIONAL LAYER OF No. 15 ROOFING FELT ON ROOF TO BE COMPANY APPROVED o� _ QUOINED BRICK TRUSSES USED AS PROTECTIVE SURFACE DURING MASONRY WORK. OR RAFTERS FOR REMOVE THIS LAYER AFTER BRICK INSTALLATION (NOT SHOWN) ( HOUSEWRAP & GRADE'D' PAPER LAPPED OVER ANGLE c ONE "'" " .. COURSE -�� "" . �- HORIZ. SIDING BRICK SUPPORT f _ STEP 12. BRICK VENEER WITH WEEP HOLES @ 24" O.C. W/ MORTAR WEEP (3) SIMPSON SDS 1/4" X 6" WOOD SCREWS TO EACH cn w �, SCREEN STUD @16" O.C. NOTE: SDS SCREWS MAY BE \ o SEALANT i STEP 13. 2 SAW KERF BRICK PARALLEL TO ROOF PITCH. INSTALL COMPANY ��"'�'�" �� INSTALLED FROM THE STUD INTO THE TRIPLE ROOF 3 RAFTERS OR- u �" 8 APPROVED COUNTER FLASHING AND SEAL AT TOP OF KERF MEMBER 3 TRUSSES w" (2x6 MIN.) STEP 14. KICKOUT FLASHING AT ROOF FASCIA (NOT SHOWN) TO BE TUCKED BEHIND METAL "Z" FLASHING SECTION @ OUTSIDE CORNER ISOMETRIC VIEW (NOT TO SCALE) END CONDITION BRICK WALL - SIDING RETURN BRICK OVER GABLE EXT-456 D -_ I� D DUO N I�D DDDHF- D o I� D�CK EXT 43A ®/ f h — h �� n 1��DD �l �✓ LE E AL EXT-45 p _ — QU 7 NE I-� CORNER RRICP\ EXT-43 SUPPORT AND FLASHING D-9 D-9 t11_ �I� D-9 D-9 �.� GONNF \moo ,... mc eee No, X��1 7S ATE a a Q Q¢ Q Q Q Q Q Q c a) cc (1)=_ Q Q N M °J U1 O U E3 S- L 0 0) L B U O U — — >- i LL -T d3 E c a �_ > r, ru m o n 0- ui UO d O M Ln < £3i ui CV 0 0 < U CV i z r, o C7 0 0 w N M M N o o y-I u? 6 Lu Lu U > LI O Lu � �i ^ Q Q J C) J N O I- O dam' H- o tu U O I^ li �9 LOLA I( q Chi �w , O L r�. C'. t Q I. 27-1 3 3 uj Lu :::TRIAL NUMBER 0 U-1 < Lu ry-) ZD � O ckf i�: Lu O wz = U_j ~ O 00 Lu � LU o�z O Q w 000 j Q .2" 0 z w -O ui j v v z LIJ O LLj f a J � ¢ LL Lu ¢ 0 O LL L 2:J F O m V) z Lu cr- 0 OLU cl:� U m O 0 10 LU a: QLL. z z O Lu ¢ z a u)zU) w ¢ U) =o� 0 0 J O U O H 0 LL. 0 to 0 c%f z 0 O z Cco L,LzQ 0�� Lu Ly J ¢ Q = r, ui mU)>� ® z U 0 uj Lu z U 3:rywU) O 0 ® z0 Lu cC � Lu U LU a z �LLULU0 z < ®� J ¢ H ¢ ¢ cn cnO m (D ® ' n Lu Lu 0 � LL1 tn¢og Lu Ui Lu f- c) w LIJ � U H � 0 U 0 z Lu :D_ 0-- ¢ z O C ®0 w ¢ z U, z ' ¢ z 17 O fy Lu ¢LH3:is w LL1 n w w Ln m z F- Lf) � F-- 0 ¢�V J 17-' L- in O 0 LU w 0 W z Lu vi00� ¢U�® ¢ Q � O SELF -ADHERING / SELF -HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF SOFFIT OR 4' MAX. NOTE: THROUGH WALL MORTAR SCREEN FLASHING MAY BE CUT FLUSH WITH THE FACE COMPANY APPROVED OF THE BRICKWORK. IN 'D' 2X EXTERIOR STUD WALL PER PLAN 1 lnnrn roMDANIV ADDD nN/r-M I-Inl ICMUD AD UPPER l:Vl �� mill ni rlxvvw 1IVUld Yvvl l ROOF CONTINUOUS TO UNDERSIDE OF SOFFIT a GRADE PAPER NO CIRCUMSTANCES SHOULD THE FLASHING COMPANY APPROVED ! �.. SIDING PER PLAN - COMPANY APPROVED I I NOTE: SECTION IS PARTIALLY LEAK BARRIER TO EXTEND UP MAIN ROOF ! BE STOPPED BEHIND HOUSEWRAP OVER HOUSEWRAP OVER SHEATHING , PULLED APART FOR BEYOND EDGE OF CRICKET ! THE FACE OF THE EXTERIOR SHEATHING COMPANY APPROVED GRADE 'D' PAPER I CLARITY EXT STEP FLASHING PER DETAIL EXT. 46 SHEATHING No.15 ROOFING FELT BRICKWORK. 'SKIP -TAPE' HOUSEWRAP TO THROUGH WALL FLASHING SELF -ADHERING LEAK BARRIER 'Y CHANNEL FFr ROOF SHINGLES SIDING OPEN WEEP HOLE S @ WITH COMPANY APPROVED 24" O.C. & AT EACH ;, BUTYL FLASHING TAPE AIR SPACE NOTE: J MOLD ;'%, ,;,, END OF FLASHING DAM �D�� COMPANY APPROVED E-Z BEAD VINYL ALL TAPES MUST BE J-ROLLED S` ! BRICK VENEER SELF -ADHERING THROUGH �',; /. ' (CTMTIAIr nt\ll V\ "V""" v'"" ) I' �/ „� �� WALL FLASHING APPLIED BACKER ROD rACTNIr %AU rnhAnfl Nl\/ APPROVED SEALANT - ROOF SHEATHING SELF -ADHERING / SELF -HEALING LEAK DIRECTLY TO SHEATHING & SEALANT N, END DAM, TYP. „ MANUFACTURED STONE SEE EXT-39 BARRIER OVER ENTIRE CRICKET AND 18" WAINSCOTING CORNER 4" CMU (BIRICK VENEER ABOVE) BEYOND VALLEY LOWER ROOF MUST MAINTAIN MIN. PRIMED STEEL LINTEL , PER GN-1.1 1/41� GAP BETWEEN // RETURN 1/2" MORTAR SETTING BED OF TYPE 'S' MORTAR APPLIED TO BACK OF MANUFACTURED STONES ; MANUFACTURED STONE VENEER 2X OVERFRAMING PER PLAN I /% SECTION @ VALLEY A -A WINDOW AND BRICK /' AT TOP AND SIDES I NOTE: E: ALL TAPES MUST BE J-ROLLED 2.5 LB/SQ. YARD SELF -FURRING CORROSION RESISTANT LATH (ATTACH WITH APPROVED MASONRY FASTENERS) 2,5 Lb/SQ. YAKD SELF-I-URKIN6 CURKOSION I RESISTANT LATH INSTALLED HORIZONTALLY. FASTEN OVER DRAINAGE MAT W/ GALVANIZED WINDOW ASSEMBLY I STEEL FASTENERS THAT PENETRATE THE STUD MORTAR JOIINT WHERE USED MIN. 3/4". (16 GA. STAPLES W/ 3/4" CROWN & - BRICK FLASHING DETAIL - MANUFACTURED STONE WAINSCOTING 1 1/2" LEG OR MIN. 1 1/2" LONG 11 GA. NAILS p F-1 SECTION @ OUTSIDE CORNER I W/ 7/16" HEAD). LESS THAN 18" BETWEEN �� / OVER E L I PT I CAL O P E N � N G '— DRAINAGE MAT INSTALLED OVER VERTICAL SURFACE AND VALLEY V / COMPANY APPROVED HOUSE WRAP PER REQUIRES SELF -ADHERING / / SELF ADHERING / SELF -HEALING LEAK BARRIER SELF -HEALING LEAK CONTINUOUS / NOTE: THROUGH WALL MORTAR SCREEN FLASHING MAY BE CUT IF COMPANY APPROVED 2X EXTERIOR STUD WALL PER PLAN COMPANY APPROVED I MANUF. INSTRUCTIONS. HOUSE WRAP 1 TO OVERLAP FLANGE OF WEEP SCREED I TO UNDERSIDE OF -� BARRIER CONTINUOUS TO SOFFITFOR A LENGTH FLUSH WITH THE FACE GRADED' PAPER HOUSEWRAP OVER SHEATHING I 1/2 THICK, BROWN SCRATCH COAT OF 6'-0" _ UNDERSIDE OF SOFFIT �Q ABOVE OR 4' MAX. FOR A LENGTH OF 6'-0" p OF THE BRICKWORK. IN T NO CIRCUMSTANCES COMPANY APPROVED SHOULD THE FLASHING HOUSEWRAP OVER BE STOPPED BEHIND EXTERIOR SHEATHING COMPANY APPKUVED GKADE'D' PAPER SELF -ADHERING LEAK BARRIER AIR SPACE Ll 7'i6" USB S I RUCI UKAL 5HEA1 HI NU / COMPANY APPROVED HOUSE WRAP 'SKIP -TAPE' HOUSEWRAP TO WEEP A u / A THE FACE OF THE BRICKWORK_ _ 'SKIP -TAPE' FITO THROUGH WALL FLASHING ; LAS - - SCREED WITH COMPANY APPROVED BUTYL FLASHING TAPE 3 1/2" WEEP SCREED OPEN WEEP HOLES WITH COMPANY APPROVED @ 5/4" TRIM AT C1063 COMPLIANT) 24 O.C. & AT EACH BUTYL FLASHING TAPE JAMB . w (ASTM WRAP LEAK BARRIER 6" I END OF FLASHING DAM` ' ,r% ; COMPANY APPROVED = NO MORTAR AT THIS JOINT MIN. AROUND FRONT WALL ---/ I BRICK VENEER —� "' SELF -ADHERING THROUGH E-Z BEAD VINYL CASING FLASHING; HOLD BACK FROM SELF -ADHERING / BACKER ROD WALL FLASHING APPLIED DIRECTLY TO SHEATHING W/ COMPANY APPROVED 4" CMU (BIRICK VENEER ABOVE) FRONT EDGE OF STONE / SELF -HEALING LEAK BARRIER BEYOND VALLEY - TYP. LOWER ROOF & SEALANT PRIMED STEEL LINTEL SEALANT 1/2" MORTAR SETTING BED OF TYPES' MORTAR APPLIED TO BACK OF MANUFACTURED STONES 1/2" MORTAR SETTING BED OF TYPES' MORTAR APPLIED TO = __ _ PER GN-1.1 BACK OF MANUFACTURED STONES — — —18" / LINE OF WALL BELOW 4 END DAM, TYP. MIN. 2.5 LB/SQ. YARD SELF -FURRING CORROSION RESISTANT LATH (ATTACH 1/2" BROWN SCRATCH COAT ON METAL LATH PLAN VIEW / - MUST MAINTAIN MIN. NOTE: ALL TAPES WITH APPROVED MASONRY FASTENERS) / _ 1/4" GAP Bt lI VVEEIV WINDOW AND BRICK � MUST BE J-R®LLED I�IAIVUFAC I IJRED STONE WAINSCOTING V AT TOP AND SIDES SECTION @ GARAGE DOOR PIER NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS _ WINDOW ASSEMBLY L VALLEY �,\ � 0 G �� i� �� EXT-09A BRICK FLASHING DETAIL — EXT-32A B R I C K/MAN U FAC !u JI -� EXT-39C11 A �� C� U '� S 00 M �_ ��;/,J 3 0 M CSC o '= � ,,, � EXI-39A N /\ V L=\ L J C `\L ^`1/%`cr L\ L L OVER JACK ARCH WAINSCOT DETAIL �_'-', �iU/�C/Cu D-10 D-10 D-10 D-10 Iv cart r nnllrn rni r/ rrl r i irni rnlrDrLr-HEMLINU 1 rnvLEMN BARRIER CONTINUOUS TO UNDERSIDE OF SOFFIT OR 4' MAX, COMPANY APPROVED HOUSEWRAP UPPER CONTINUOUS TO UNDERSIDE OF SOFFIT - II' ✓ V HORIZONTAL SIDING COMPANY APPROVED HOUSEWRAP TAPE DRIP CAP FLASHING TO SHEATHING WITH COMPANY APPROVED BUTYL FLASHING TAPE ROOF LEAK BARRIER TO EXTEND UP MAIN ROOF NOTE: 'SKIP-TAPE'HOUSEWRAP IOUSEWRAP TO DRIP CAP FLASHING W/ BEYOND EDGE OF CRICKET SECTION IS COMPANY APPROVED BUTYL FLASHING TAPE, TYP. E� STEP FLASHING PER DETAIL EXT. 46-1 SHEATHING _- No.15 ROOFING FELT SHINGLES l- NOTE: SECTION IS PARTIALLY LED ALLY 'PULLED BRICK VENEER Vl"IPAIVY APPROVED GRADED' PAPER - COMPANY APPROVED PARTIALLY 'PULLED APART FOR CLARITY 'J' CHANNEL W/ WEEP HOLES. DRILL 1/4" HOLES �- _ ATTHE BOTTOM OFTHE J 3 FROM ANY DOOR OR WINDOW OPENING AND AT 12" O.C. OPTIONAL VINYL CASING W/ SIDING J - --- ,_ ' APART FOR CLARITY HOUSEWRAP ON EXTERIOR STRUCTURAL SHEATHING NOTE: E-Z BEAD COMPANY APPROVED SEALANT c� J MOLD �, r :.::.:::.::. ............. _ 1 \ ALL TAPES MUST I CAP FLASHING W/ CONT. COMPANY (SIDING ONLY) v v ( NOTE: ALL TAPES \ -MALL TIES 4 H RIZ BE ]-ROLLED )��/ I( Ly APPROVED SEALANT � `'�� @ 16 VERT, STONE W TERTABLE/SILL. 18"-20 LENGTHS, ROOF SHEATHING SELF -ADHERING / SELF-HEALING7/7 LEAK BARRIER OVER ENTIRE -MORTAR SCREEN -'SKIP-TAPE' HOUSEWRAP TO THROUGH I DEPENDING ON MANUF. SEAL BACK EDGE WITH SEALANT WINDOW SILL FLASH'G/SUPPORT STRIP: CRICKET AND 18" BEYOND VALLEY SEALANT WALL FLASHING WITH COMPANY MIN. 1 1/2" X 2" X 1 3/8" X 18 GAGE I LOWER ROOF STEP 1: OSB SHEATHING 2.5 LB/SQ. YARD APPROVED BUTYL FLASHING TAPE GALV. CLIP - ATTACH TO STUDS W/ (2) OVERFRAMING PER PLAN STEP 5: 5/4" x 4" STEP 2: SELF ADHERING LEAK PVC SELF -FURRING IF2X CORROSION RESISTANT WEEP HOLES @ 24" HORIZONTALLY 2x_ EXTERIOR STUD I CORROSION RESISTANT FASTENERS MINIMUM 1" INTO STUDS/BLOCKING SECTION @CRICKET A -A BARRIER. MIN. 12" EACH SIDE STEP 3: COMPANY APPROVED LATH (ATTACH WITH APPROVED MASONRY - TOOLED MORTAR JOINT -COMPANY APPROVED SELF -ADHERING WALL W/ BAIT INSULAI ION, TYP. I 1/2" MORTAR SETTING BED OF TYPE'S' MORTAR I APPLIED TO BACK OF MANUFACTURED STONES HOUSEWRAP FASTENERS) THROUGH WALL FLASHING APPLIED EXTENT OF SELF -ADHERING / STEP 4; ALUM WRAP/FLASHING MIN. 5" RETURN 4" CMU DIRECTLY TO SHEATHING W/ COMPANY APPROVED CONTINUOUS SEALANT �- BAIT INSUL. TYP. (N.C. ONLY, ADD R-19 MORTAR JOINT (WHERE USED) MANUFACTURED STONE VENEER SELF -HEALING LEAK BARRIER CONTINUOUS TO UNDERSIDE OF STEP 5: 5/4" x 4" PVC STONE WATERTABLE/SILL: 18"-20" LENGTHS, DEPENDING INSULATION TO FLOOR SYSTEM W/ CRAWLSPACE 2.5 LB/SQ, YARD SELF -FURRING CORROSION SOFFIT ABOVE OR 4' MAX. STEP 6; DRAINAGE MAT OVER HOUSE WRAP ON MANUFACTURER I RESISTANT LATH INSTALLED HORIZONTALLY, FASTEN OVER DRAINAGE MAT W/ GALVANIZED � '-l- � �� OVERFRAMED CRICKET- u = ACTUAL SLOPE OF CRICKET l— c � �`�, STEP 7: E-Z BEAD VINYL CASING -MORTAR JOINT (WHERE USED) -1/2" MORTAR SETTING BED OF �_� ISTEEL FASTENERS THAT PENETRATE THE STUD MIN. 3/4". (16 GA. STAPLES W/ 3/4" CROWN & 1 1/2" LEG I V L W/ 3/8 FLEXIBLE OR MIN. 1 1/2 LONG 11 GA. NAILS W/ 7/16 HEAD). JQ�' PER ROOF PLAN o , / EXTRUSION / ]-BEAD TYPE 'S' MORTAR APPLIED TO BACK OF MANUFACTURED STONES 1/2" THICK, BROWN SCRATCH COAT l-'-1 0 r 0 EXTENT OF SELF -ADHERING / STEP 8: 2.5 LB/SQ. YARD SELF -FURRING CORROSION RESISTANT LA I H INSTALLED a-- MANUFACTURED STONE WAINSCOTING DRAINAGE MAT INSTALLED OVER COMPANY m Y W / SELF -HEALING LEAK = ......_...................... HORIZONTALLY. FASTEN OVER DRAINAGE MAT W/ GALVANIZED STEEL FASTENERS -BOTTOM OF STONE NOT TO BLOCK WEEP HOLES AND TO BE: APPROVED HOUSE WRAP PER MANUF. I INSTRUCTIONS. HOUSE WRAP TO OVERLAP FLANGE w o BARRIER BEYOND EDGE OF ........... - OF WEEP SCREED u- � CRICKET 0 / THAT PENETRA I E THE STUD MIN. 3/4". " ® 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY)F1 7/16" OSB STRUCTURAL SHEATHING 0 ~ (16 GA. STAPLES W/ 3/4 CROWN & 1 1/2 ® 2" MIN ABOVE PAVING /ROOFING VA SELF -ADHERING / � 0 SELF -HEALING LEAK LEG OR MIN. 1 1/2" LONG 11 GA. NAILS W/ " COMPANY APPROVED l 0 4" MIN ABOVE LANDSCAPING COMPANY APPROVED HOUSE WRAP ,i o I�„ ` - "' z BARRIER CONTINUOUS - q z q TO UNDERSIDE 7/16 HEAD ) ---- STEP 9: 1/2" THICK BROWN/SCRATCH COAT HOUSEWRAP AND GRADED RUN 1 MIN. BELOW SILL PLATE - WEEP HOLES AT 32" O.C. HORIZONTALLY ABOVE SOLID GROUT. _ , 'SKIP -TAPE' HOUSEWRAP TO WEEP SCREED WITH COMPANY APPROVED BUTYL FLASHING TAPE ' 0 0 OF SOFFIT ABOVE 3 1/2" WEEP SCREED (ASTM C1063 COMPLIANT) STEP 10: 1/2" MORTAR SETTING BED OF EL=-8" / ,� TYPE 'S' MORTAR APPLIED TO BACK \ BOTTOM OF WEEP SCREED TO BOTTOM OF STONE TO BE: WRAP LEAK BARRIER 6" MIN. < OF MANUFACTURED STONES ` -SLOPE GRADE MIN. 2% AWAY FROM BLDG. o 1/2" MIN ABOVE PORCH (IRC 2012/ 2015 ONLY) AROUND FRONT WALL / � STEP 11: STONE VENEER W/ E-Z BEAD - PARGING TERMINATE 2" BELOW TOP OF Q ad e 2" MIN ABOVE PAVING / ROOFING o 4" MIN ABOVE LANDSCAPING HATCHED AREA INDICATES AT EDGES - GROUT SOLID (4" ONLY) FOUNDATION WALL EXTENT OF CRICKET TERMINATION OF CRICKET LOWER ROOF /�I— _ _ _ _ _ _ _ _ _ _ _ = STEP 12: VINYL SIDING W/ 3-CHANNEL NOTE: - CONCRETE FOUNDATION WALL - SEE FND-1 FOR FOUNDATION INFO CONCRETE FOUNDATION WALL - SEE FND-1 FOR FOUNDATION INFO SECTION @ INSIDE CORNER SECTION IS PARTIALLY V PLAN VIEW LINE OF WALL BELOW 'PULLED APART' FOR CLARITY NOTE: HEIGHT OF WAINSCOTING DETERMINED BY WINDOW SILL ELEVATIONS J �'� —, ��'-_` LLFY d '��CG�� pp �\ �C=�� EXT-49 INSIDE CORNER DETAIL FORIBRICK/MANUFAC EXT-52 WiD �� r� /\ /\ i� r- i� /\ �\/ /) DE AFL ��EAG VEUU KCAL V/VALL� STONE / SIDING WAINSCOT DETAIL/� SD ,- (\�� __ �_ I \\ \\� \ uAu �1 U F �1 CTU �� i� I� ST0u�'� P / � N\ �� . � �� h�/%\_�1� L EXT-39 D-10 D-10 D-10 ao o��uutN uA rrruulurrrrrri I J T kof#f-,f hit IN •. r4glllllllllllllti Q Q Q Q � a 2¢ Q Q H Q a L Q Q � ra ai = vi o U FT N Is O ul (D CC)0 .o .I E c a > u O 0 M 0Lo Q 0 L; E N # .; I .:a O _ ;. 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PT GIRDER GRADE 6X6 PT WOOD POST PER —� PLAN SIMPSON ABU66Z POST ANCHOR OR APPROVED EQUIVALENT CONCRETE FOOTING FOR HOUSE SUPPORTED DECK: 5/46 PT DECKING INSTALLED DIAGONALLY OR BRACED WITH 2X4s BELOW. FOR SELF -SUPPORTED DECK: 2x4 BRACING REQUIRED IN BOTH DIRECTIONS, 2X4 P.T. BRACE FASTENED TO GIRDER W/ (2) SIMPSON SDS 4" X 31' WOOD SCREWS AT EACH END 2X4 P.T. BRACE IN BOTH DIRECTIONS IF SELF -SUPPORTED. - ADD ANGLED 2X4 BRACING AT EACH POST WHEN THE DECK IS 6'-0" OR MORE ABOVE GRADE FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS BOTTOM OF FOOTING TO BE AT OR BELOW LOCAL FROST DEPTH EXT STRUCTURAL SHEATHING 2X STUDS @ 16" O.C. —/ FLOOR JOIST PER PLAN 4" BRICK VENEER LUS21OZ JOIST HANGER 2X10 PT BAND BOARD 4" AT SINGLE-FAMILY & MULTI-STORY/TOWNS; FLUSH AT SINGLE -STORY TOWNS & r MULTI-FAMILY/CONDOMINIUMS 1/2" GAP 18 DIA. MIN. PICK FVK 1,5UU #/SQFT PRESUMED SOIL BEARING CAPACITY; CONTACT TOLL ARCH WITH SOIL BEARING REPORTS FOR REDUCED FOOTING SIZE 9'-0" MAX. SPAN TO T-0" MAX. I CENTER LINE OF GIRDER L_ FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. PIER SIZE BASED UPON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS. _J 2x STUDS @ 16" O.C. — ST Ili STEP 1 EXT. STRUCTURAL SHEATHING STEP 2 DRIP EDGE: (SEE BELOW) STEP 3 MIN. 24" WIDE SELF -ADHERING / SELF -HEALING LEAK BARRIER STEP 4 COMPANY APPROVED HOUSEWRAP STEP 5 2x10 P.T. DECK LEDGER - INSTALL PRIOR TO SIDING (RECOMMENDED) STEP 6 PVC -COATED ALUM. FLASHING W/ COATED SIDE FACING TREATED LUMBER. EXTEND FLASHING 8" MIN. UP WALL FROM LEDGER. OR SELF -ADHERING, SELF -HEALING, COMPANY APPROVED FLASHING. EXTEND FLASHING 8" MIN. UP WALL FROM LEDGER. STEP 7 FH OUSEWRAP APRON - EXTEND MIN. 6" OVER FLASHING 4" AT SINGLE-FAMILY & MULTI -STORY / TOWNS; FLUSH AT SINGLE -STORY TOWNS & MULTI -FAMILY/ CONDOMINIUMS LUS21OZ JOIST HANGER ATTACHED TO LEDGER AND RIM BOARD w/ (8) #9 x 2 1/2" SD SCREWS BY SIMPSON, TYP. < 1 1/8" ENGIINEERED BAND BOARD �— (2) SIMPSON SDS 1" x 3 z" FASTENERS @ 16" O.C. TOP & BOTTOM OR 5/8" HD GALV. THRU-BOLTS @ 16" O.C. W/ WASHERS AT EACH END (PRE -DRILLED AND HOLES FILLED WITH SEALANT PRIOR TO INSTALLING SCREWS) SEE STEP `i IN LIST ABOVE SEE STEP 2 IN LIST ABOVE NOTE: BOLTS/FASTENERS SHALL BE PLACED MIN. 2" FROM TOP OF LEDGER AND MIN. 2" FROM EACH END. FASTENERS SHALL BE STAGGERED ALONG THE LENGTH OF THE LEDGER. VERTICAL DISTANCE BETWEEN FASTENER ROWS SHALL NOT EXCEED 5". NOTES: 1. ALL LUMBER USED FOR EXPOSED EXTERIOR DECKS SHALL BE PRESSURE TREATED. 2. ALL CONNECTORS, HANGERS, AND FASTENERS THAT COME IN CONTACT WITH PRESSURE TREATED LUMBER MUST BE Z-MAX COATED (G185 GALVANIZED) OR POST HOT -DIP GALVANIZED AT A MINIMUM. 3. REFER TO FR-32B FOR ALTERNATE 12" DIAMETER CONCRETE PIER ON 2'-0" X T-0" CONCRETE FOOTING. 4. REFER TO FR-32C FOR LEDGER ATTACHMENT INFORMATION 5. REFER TO FR-32K TO DETERMINE CONC, PIER SIZE BASED ON SOIL PROPERTIES AND ACTUAL DECK DIMENSIONS " " 2X4 P I RAIL I VP AND / BOTTOM, CONT RAIL TO POST CONNECTION, (3) SIMPSON SDS 1/4" X 3 1/2" SCREWS OR APPROVED FR� EQUIVALENT, TOP AND BOTTOMCp 32C 5/4 X6 PT DECKING 2X10 PT JOISTS @ 16" O.C. TOENAIL TO GIRDER W/ (3) 8d N FLOOR F-ROMINi� PER PLAN ,v (2) 2X10 PT GIRDER ~ N (2) 1/2" DIA. THRU BOLTS (NON -CORROSIVE) W/ CUT WASHERS AT EACH END OF BOLT 6X6 PT WOOD POST @ 6'-0" O.C. MAXIMUM SIMPSON ABU66Z POST ANCHOR OR APPROVED EQUIVALENT 18" DIA. MIN. PIER FOR 1,500 #/SQFT PRESUMED SOIL BEARING CAPACITY; CONTACT TOLL ARCH WITH SOIL J BEARING REPORTS FOR REDUCED FOOTING SIZE 2'-0' MAX. (1/4 OF MAIN irn_011 MAV COAKI SPAN MAX.) 5/4 X6 PT CAP 2X2 PI SPINDLES Z)E:k UKCD TO RAILS SO 4" SPHERE CANNOT PASS THOUGH 4X4 PT DECK POST @ 6'-0" O.C. MAX. PICKET TO RAIL CONNECTION, (1) SIMPSON #7 x 2 1/2" TRIM HEAD WOOD DECKING SCREW OR APPROVED EQUIVALENT, TOP AND BOTTOM 2X10 PT BAND JOIST (2) 1/2" DIA. THRU BOLTS (GALVANIZED) W/ CUT WASHERS AT EACH END OF BOLT DTT2Z W/ (8) SDS 1/4" X 1 1/2" AT EACH POST, REFER TO FR-32J 5/8" DIA. WEDGE, EPDXY OR, ANCHOR BOLT BOTTOM OF FOOTING TOOL BE AT OR BELOW LOCAL FROST DEPTH BRACE DETAIL 0 DECKS 6 rD- 32F SELF SUPPORTED DECK SECTION @ BRICK R-32E DECK SECTION @PARALLEL R-32C R-32A FT ABOVE GRADE 11 VENEER (OR EXISTING STUCCO) D-11 FRAMING D-11 DECK SECTION D-11 12'-0" OVERALL MAX, 21_011 NOTE: 5/4 X6 PT DECKING RAIL TO POST CONNECTION, MAX. CANTILEVER (3) SIMPSON SDS 1/4" x 3 10'-0" MAX. MAIN SPAN MAX, MUST BE LESS THAN 1/2" SCREWS OR APPROVED EQ. EQ. 1/4 OF MAIN SPAN EQUIVALENT, TOP AND BOTTOM 2X2 PT SPINDLES SECURED NOTE: 5/4 x6 P.T. CAP TO RAILS SO 4" SPHERE SEE FR-32A AND FR-32C FOR - o 2x10 P.T. CANNOT PASS THOUGH ADDITIONAL INFORMATION BANDBOARD 1 1/2" DIAMETER HANDRAIL FOOTING/SONOTUBE SIZE: / \ 6x6 P.T. POST ON 34" ABOVE NOSING REFER TO DETAIL FR-32K TO \ / x DETERMINE CONC. PIER SIZE z BASED UPON SOIL PROPERTIES CONE. PIER � 0 \�� 2X6 P.T. SLOPED TOP RAIL; AND ACTUAL DECK DIMENSIONS. DTT2Z W/ (8) SDS ' CIDCONNECTIONW/ (3) SIMPSON 2X10 P.T. JOISTS @ 16" O.C. 1/4"x1 1/2" @ EACH SDS 1/4" X 3 1/2' SCREWS OR ,x POST, REFER TO FR-32J M APPROVED EQUIVALENT TO POST ` < CONNECTIONI 1/2" DIAMETER (3) 2X10 PT GIRDER HANDRAIL 34" ABOVE NOSING 2x10 P.T. DECK v o 2X10 PT JOISTS JOISTS o RIM BD. 4x4 P.T. DECK POST @ 16" O.C. 1X_ P.T. KICK BOARD TYP. AT - ALL RISERS SIMPSON HUC210-2 ;D @ 6'-0" O.C. MAX. HANGERS SIMPSON BCSZ2-3/6 2x10 P.T. LEDGER >" 4X4 P.T. WOOD POST (TYP, FOR 2-2x10) � � \ g THRU-BOLTED TO STRINGER W (2) 5/8" DIA. GALVANIZED 2x10 P.T. LEDGER rn O \ / - CONC. FND. WALL BELOW THRU BOLTS W/ WASHERS2x10 PT WOOD POST @ a~ BOTH ENDS R-32A 8'-0" O.C. MAXIMUM o D-11 (4) 2X12 P.T. STRINGERS W/ N Q 5/4 X 6 P.T. DECK TREADS I I SIMPSON ABU66Z POST ANCHOR (5) 2X12 P.T, STRINGERS W/ OR APPROVED EQUIVALENT 0 II I 1X6 "TREX" DECK TREADS 12" SQ. OR DIA. I 2-2x10 P.T. GIRDER r- 8" WIDE CONCRETE TRENCH CONCRETE PIER MAIN HOUSE FRAMING -- y� FOOTING TO LOCAL FROST 22" DIA. MIN. CONE. PIER FOR _ DEPTH 1,500 #/SQFT PRESUMED SOIL NOTE: BEARING CAPACITY LUS21OZ HANGER ATTACHED PER o SEE FR-32 THROUGH FR-32K 2'-0" 1'••10" MANUF. SPECS, TYP. U.N.O. \ / lu 1„ FOR MORE INFORMATION „ „ „ o DTT2Z W/ (8) SDS 4 X 1z AT SQUARE 24 X 24 X 8 CONCRETE DIAMETER EACH POST, REFER TO FR32-J A FOOTING FOR 1,500 FULL DEPTH BLK. o #/SQFT PRESUMED SOIL 2'-0' MAX. BEARING CAPACITY (1/4 OF MAIN SPAN) FOOTING/SONOTUBE SIZE: REFER TO DETAIL FR-32K TO DETERMINE CONC. 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P� Cl- U) — LLJ k.:.j LX_ — P--i C:) W rz, U LU > g- C'� co 000 U = LU a: < W ':� t-:- -,-�- C;L LL_ I-, 0 ;2�- - re, 7: 0 LLJ < U) > . crf I U LU 1 2_" Ica- < P__1 - M - �> (/�- �R: Lr) ck� < U) U_J , W = %1 0 �_ �— �_ 0 0 (-) Q� LU 9 00 ILI) _j 0 F- _j _J 2p, 0 U 0 � - - ,U,) U LL_ 0 L/) - 0 cj:� ;;� V) �0 0 Q) : . = hf �- U) 14 LU M = 3: a- LLI 9 0 0 2: LU Q� Lr) r"% C) ll� _.) LU LU 0 U) = 1.1.1 LU u.j F_ Co _j M: I = Ca- I- m ul� = < V) �- < :r ot� co �_ U) LU = co (f) > 3: 0 = 0 0 LU :5 LU M: = - U U) i�: W �- (n LU 0 6 C) ;i-- Ll� LU 0 U) F__1 L- f- U F- < 2: Uj - W 0 0 U.j QL = 2� �F: 1-� L.Lj LLJ 0 3: (.D > U 2E a < 0 in gM: __j <= W I (J) < < U) -_ = e_- r - �_ U) U) 0 1-1 >_ M U) U) ED (D (D 2: F ... 4 ::- Uj 0 U) i,-, :5:- LLJ LLJ -7, �_ C) 3: 1 2_� n UJ U� 2� LU U) < 0 = LU LU LL, �- 0 U) 2: J3, II-1 L.0 U-1 = = 0 'y- U P =1 =) 2: ILL. U) 0 V) 0 = c) ILL. LLJ 0 U) 0 :,. 14 �_ LU � �_ < 2� 0 < F --- I F_, U C:) U) C):f 1.1 0 = a < = Uj > ,_-, F_: Z >_ U ,_-, U) III n 2� 2-- ;::; ICIL 0 = LL_ LLI C1. W r 0 0- M - n 0 W LLI - LU 1-1 < ,-, 3: Ill- LL_ P__q L0 --I ' F- �_ U U 0 = LU = ;Z LLJ C)i- 14 2: U) - LU Lf) Co LU U-1 W 0 -17 UJ F- = F- -r U) = �_ M g �_ 0 2: W - W LU < 3�: cc U . (/�= I 11 e-, _j LL_ I I e- ,_-, C) - 0 r- F-- 0 1-� U) U LL. U) LU LU 0 ICY - in 2-1 LLJ . a 21f, M . (1-0 0 I— < U ii 0 U) ly � UJ U-) co . = Q1._1 t___I I --- 4 2: I I 0 re __J _j 71 ED 0 < < r3L F- I I I 1 I :: ., IN ::.: I 1 I . X. X 111*11iiiii!0 11 :: ::: , I 11 - 1:: :.. ... ::: .. I... .1 � � � .1 .1 , it" I I , i . f: �' IM: � I.., il.." ..... ...I. ��11 - I I In high exposurp installations, enhanced drainage and water managernerr mayrola providend ,be DuPont' Tyvek* WPS 4yer between the sheathing arid exterior insmitition. VVitldo;i-v I a I � , " ,tv I '.. ��"", . I I Continuity i,�-"` L Gablie Eirlds � L I I I I k)y usi!)g DuPon::' T' . , .... ... ...... yve.k0 SnOccoVivrapiiii, Dra;rAMap:"` or Cornrner�13afWrao'-'i` D. nie, Installing flashing, door flashing, arid thioughwal: flastitirgi shali bentegrated will% the DuPont' , , . I . . a dran-agarnesh civi:;r the vileater-resititive barrier, of byoreatingiainscreen ciadding vvith a TyviakOWRB layer erisurin( orope: shingling. The &:ocessi'd Installation kind .� I I I .. I , , :.. I Cornplertaly cover tile ,Gpote Ffici with the . .... It isirriportatirt to rnaintain tile I ..., e., "' , . 'i I .1.. DuPont- Tyvate- WRS including a 6"--1 2" 1) """ all V larger a:,srja,-.e brilhindthe siding LIShIg furring strips. if furring is instpiled over the DuPont- performance of exteriorinst ilation is dependent upor, the proper difsign and � continuity of the DuPont" Tylveke � . . k': 1. . ". ��" - ly'vee VVRIB to Create a faviscreein, Me ptirnary fastener, specirig can excood 18". 1. Iclufe . . construction of adjacent rnateirials arid systoryis of ihe. sz% . . ., overiapateach comer, Cut away The , 1. I , , . .. � . , , " . - � VVIR13 fforri -top. to bottoin with . �:,. I �- . - ^ I lue . � . . " .ape all seams. . - proper sh figling. Corilil .. . excess WR6 arld t i I - L - . .I, - - . " L N . e I � . Fiber Cement Siding NOTE: DuPont'" R.-Misint" -Sal: ns can be used lo:frptove ",,%a varitilation anddraining N.. i vilrapping all the ,.-,Fay un the .1 ,O.- . ". i, - - \ . i V,,. � , DuPont' Tyvek's"AIRBs arid fiber cer-nent. siding shall:: be. installed according to space behindiA.,00d, stuoi,%ocr stcrin roasomy, viny:, arldfiber cernertit;i,Idding types� r_`��, . , , , structure, warlappin::ll tile . . . -----� I ;' V1121 i� '�_..�, IQW�, , ji�, O,ief,.� I - - manutacturw,s FIrlstructions arid industry standaros. Ili high exposure installations, Eiriliariced drainage and water Managerriont rnaV be provided i:sy using DuPont"' Tyvf_alo�- . Stucco,Arrar,0, Drainl;`Yrap;' or Cornmerciti~ D, by irist fling a r Temporary Fastening S M: drainage mesh ,�,1141l, .. ;�� 11 - I "', I. . I .. .. I ..,N previous layer of DuPont � . `.JM'�� ., :: . I 1, M ?,... . . . I . /I . � i. I.. ' . 11 . /r�'. / 0"'i ll',�� M bl; . um of ?" 'I I � 1�. . ' I . h / . " . � '. . � Tvvee- WRB "anifflim ?l' f ""j. `1 � J;A .i I , . . : l.". . I .1 . . : . , ".. ". ;;�]_,- � X I � I , � . ove - . .1 a thp k"'ateriesistwe barrier or by croat ing rainscreen - . li . - cladidng wi-h a larger airspace Selp"Ition :and kj��a of ternporw v N.-t: ling me.lthods is an tootlon depe-ridenti--i I'suiloing behindulie furfing Wrao the entire wall surface I . . . . . ,^� I ,�`,Z.< . ; 6 I . I I . .30" � I 1� 1 I : .,; .. l �ff. I' . k. � .. .� 1, I im? i ir, .!;: � 'i I iflclud:fig unuondiJoned upaca.u, it . ". " j . . : I F _ , 1. . . . . ,I!.; . . 1i , siding usingfuning. strips. 11 . is installed ceevef zhe Duporle-livirele"i" schedule, cladding ootilons, anid Wcal biji:dint) practices. Tearroorary iasteflars should WPB to create a ramiscreen, the primary fastensir spacing can exceed 1 6". In ,high vvind , not be. relied I - -tar. � Di;Fiorr, to -entiv amc! Tyvek'0 WRBs due tor the lirrii�:Iad I . I � I .... : I . � - Y, I i. ... ... I f 0: I'll, � . i / I t I . . 'L. I I ::. � , "', , , � I .11 poll . perri I , - ,:" -as at gable ondievalls, FEMA recomfirionds f ber comant siding be Installed eye - . Dee i I i, 'a, . . - - ,try f astianers are used, zl! holding power of these fastiefirig rriethods. If t mpor, . . . ,�, I . I . ,� �i . " I - : .: :, ... , � r �>: . : .. I �,, "_� : %.R ... I , I I : I., � I . " . . , I : I yevood sheaThing rattler Vian over plastic folim sheathing. DuPonti' Tyivrel<0, WRBs arid f be in 11 .. I. . . is I I , :1 : �,, . porniair-in;rIt astsining should applied as sicion n practically posiMble order to ' ' . fiber claroent siding shail be:ristalled accorono to manufacturef's instructions, rndustn? I maintain the integrity arid performance of the DuPorit"' Tieve?"i" VVRS. Permanstrit 11 1 4 I I .. I ;,/ : ,� : - liffinimurn V Overlap I , I : I., � standards and applicable codes. 1: astoners include cladding las tellers such as brick tios, la: h lasteners 1: of- tradition'li: ,� Vinyl Siding stucco, exterior foam board fasteners. or Siding ,Installed ",":t1i elails V':n,,,: Siding is irlsta:lad directly over DuPont' TyviskIl' VVIRSs. Vitly! s:ding -,ha:i ne T%-M.-Porary fastoftmg moth.-ics: . cainitillever Floorts vNerap the -DuFlont Tyvek(,* WR8 under and up the Cafi*iiever floor and fold ,:)a DuPon,:' ;list f.- -, tilled in accordance vvit?, trianufacturer's instfucaons, industry st-3ildards arid . r*%;.D--t f - -, ;;ilpn� -4 -, � - T-.,_i,`PWCZQ - -$ ,,i,i- '*ir`*:I.,.II � -;-;-,,- -4 A" T- ,,,:1 ------ I, Ti @lt-.— amluced sch9d'.1- il- - ...-III.I. 11b 1.14:11- , I .1110- :.-II.I. .1 li, AIM - X.� :W applicable codrm including ASTKY.'D47156-15 Stillidard Practice for lnstr,llkizic�riof -Rigid 48". "- l- l", ll;111111.1 _: I— 11:1111 -1-11:111ill"i "I 11 . 11.$11. - 1.111.1-, I. - . A . ... ' 1 - i I . I 'Op layer of Dupor.t Tyvlak't� VVRB s� oulo go over :ht., botlonitaver kt rnirwrium of 6". Pofv(Vinyl Chloride) (PVQ Siding and ScrEfit In nighwind areas at gaNe arid vv,alis, FIEMIA . , Torminiations 11, . . ..... . # .- -v M r .1 . I I . fraicortimands 'vinyl siding be :fisiaiieo over wood sheathing rather than DtiPon, Aiches: off"i-ir rin or other fc-cor, momdc:�-d adhosive applied in vertical sirips I. : over Plastic foarn . - 11 , .1, Lap DuPont' Tyve0'WRB aver M ,. 1 ki-,-', -'...- - NOTE. Make the;risioo corner as 11911- n possible using a 1 x4 of sirfl:lar. shepthirlg� a: , 24" to 36" spacing or along evefy<rther s�wd lirlo. VIarmal strips rnav be appficid to : , , flashing le�g. Step flashing, wall to iolk"" - ,iim -1 I his outer Face of tile sheathing or d riectly to The studs for open stud construction ' ' ' OFS 'Alhetl using adhesives, care Friust be taken to avoid excesswe surface coverage as . I. . g, m. . . . . . . . . ..... , ., N foof intersections and thr,_-,i;9h weir . .11,10 . .,�: .", I . . . ; '� �% lb� Wf,, h- il .. . . I if.. i:L.. . " " llashings.l. .... I , . . . . ." � 40 . "uPr . this may;mpact the vapor pertne - I dbilityiofthel, .)n,2"iy,,,ek��v'�IABiirit?iataree, Du-Porit'" lyVes(O %NRBS and EIFS cladding shall be instelled according to rrifirwiactuter's . . .. . . . . . � , ., It" , . �. . I , 1 Weep I I � ... Nk :rlitructioris arid industry standards. In order to promote drailitage, it is recoronfierlded * iffstaples. without caps are used to ternporariiii, faster) DuPom" T-v%,takl)'V`I, RBs to . OSB, ply%rvood, or exterior gypsum. si%eatning, the fastening schedule inust not that Dupol-111, St t'iccoWrae, DrainkNrapM or CommerciailAfraw" D be installed behind the screeds arid expansion pmts I `i;il, i i ,< it", need to be intagrated with flashings .. L . . I I : � "_�, "". L I . , - " � ,_� 6k . . - x, n exceed 4 per squarevald. If instaliing n an air barr ier, each staple must be covered i- '01:or insuliitf:oet. "'Vindow ano door flashing, arid ti fouo- vvelt flashing shall be � . , 14 11. I . " ,,I- ", InEit . I ", 11" 14 arid tile DuPont" Tyveke' VIMB. `i��*-:,. i b li-tv, . . I , I . . . I I I integrated vilr:th 'he DuPont" Tyvel,"i' WRB layer ensuring Moper shingling. The with DE;Pont- TyvW1` Tape Covering vie staples underneath a taped ail, and water , . . 1. . . <' .11 I III,< . , - - barrier sean.) is also acceptable, if F I . v0k0 IAMB as an air barrier. successfui;.-stallation. and performance of EIPS cladding is deperidentupon the proper nstalling DuPori:" Tv :: I �, -;&", .�.�, .: l �, . , __:W"" ...:,, 1.i4iI ", �- �. �,Z,'L,l,,�r.�-., .1." ..*.. "11� design and cons -ruction ofthe adjacent: weriats and sierstonis of the s1ructura. Slaplias should no* be used with fibe,boar(l or foarn shea-hing. . to I . 11, I ._-�z-, N, .: ./ .,.,�.. , , 1, I . . �� . , I . .,. I , - 0 ,, � I , i�. "`�;: , .. YV ... .. . "� .;�Ip �1 11",* �"n",,,,,EFt � 4 . i ..... . ... �,�� . I . . ��, , , ,,,i.�, " - Thessa NOTE, , Ternpofar Fastening Guidelines are subject to change bal - Exterior linsufation y led on riew, ./ I . . I '.. , o .,5 .. , � I 11 - " .. � o : - , 11; � lt� I :: � . I k, : -";" 1, `11 I . ,xrriabon arid inay be supersI, aded at an time. It is elirlays DuPont" TYvekIsI',irVRBs and exterior insulation shall beinstalled according to the technollogy,oi teswiginf, . y ._:� � . . � "... . �.,,", .. - 1k . " "",i; , li"', ,,� , . fria, flufactu: er'�,, i!)STE uctions arid indusi ry standards. DuPont" Tyvek10i,(VRl3s cart be imporlarit to follow tile iatt�st guicialines veitch roaly be founci on wv,p,,v.V',/C-.athp,r;z,ati�ii,.. . �v ; i 11. iii."?�.,. 11 I" 1,_ " ;O-A -,,I,-, -, It,- .;-;,f -,,.-,:-, ;--...-.:.-- -, . - ... ... , I—. ___ - _ Tvi,,A.�- t-,nm Feir Arid!tirleii:,; ni i-AArt,,iii n;-.-. rmn*:.It,,;^, If lne,.; -*n: 1p^r,ti, �^I-e.V5 111.11.111- 11-1 110 li- ,'I'll, ',,,l! t:i,W0tMI:.,! I;iIVI:it:M tit 5,,VtVYMI:i.P kliv,�iluaui,lly . I 11-1.. . 11. -1.1'. =_._, --..-- . : ".., -I 11 rt:s recoinmeridedthat Spec;alis�*,. anId the extefiorinsulation. In order to prornotis drainage. ' � -l"i"J fli "I : ,,,I - "i"t"': , ,� ,,,,, j ��!4_', DuPont' Sti.lociAll,frape, DrainiMap* or Corrimercialvv`rae D bta used when installing C*pVrIF;htQ20I6E.;. dtAP*flttil-Nemou.,Sar.dC.Ompany.AI:Rig�l.'sReser,,e,J. K-16282 Rim ll;Jfi I , �op,,,,Ight,'��2016E.�.duPont,!*'�qemcv.-�.ir.dC.o,npztiiv.AlI kighti;ReSer,eed. K-162II.2 qiiy� 11flE, 6 1 � Techni"ll Speelficartions Note ' DuPont"T,"ekt-WPOlik used triconstruction products are:r-ade frorn 100% flas?l spunbwaed l'.:P.h V%P,enhistallstd its conjunictiovi: with o-her building materials, -DuPont' Flashing Systerns, products I : , " lie \1 ii, ii� tt , , = . M , . ., : , ,% I . . . . . I .. �� I I :. . .�: 1;, �. . . . . I I :::� .r I . V. 11 1: ::;:, I 111111 :. I " i I density pofinilthyiere, fibers which have often Dorided togetrier by heat arid priessurst, without trust be properly shing:ed will,, these tllats':ii:�S SUCh that water is *%refted to the Fixterior of elie -- . _. - , . . .. .. I - - - . - I..-- . . . . . -a -u -5 ii - -0 -; -; - ' ' * - .. - � - . :.. . . . . .::.. . :.: . - .1. -.1 EM .. I - :.: : %� I ."':::L .:I, I ... 11 l:::::.L Mffil�� .. . z �irk d a r 6 c, r f I " ile s. $ I 1; I i lo t 0 g h, d ur abli ne 5- �_ it. Additives have been trim-i-porated Into the wa::sysEenl.DuPoFn: ;y-veK- V"69 are air af�o water Dan'lli-s arid rint ,he primary 'Nate., barrier. 3 U0 % F r sw i:�i:�i:�i:i;:;;:;;: ;;;I::::;:: 1 : : MMEMMEM 1; 1 : : 11 ; : 111MEM ME= - ,��:M �M. : 11111111111111M: i;: ::; M :; i : ��,; i is ; 1 :: I ill I � 1 , , "I polyellilyiefle to Py'rvide ulzrav:oro: ::ghtresistame. DuPont requinEs that DuPont"'ry'vIii 1,niamaer facade is the'lorimiary bafrie:, You must follow facside, rilarnifaciturer's instal!atior, and : : 1111101090�� 1*111 �.,: ,, lsgeef,isiiiiiiiig� : I ,M&-,�� corritnelcial"04rap, anti cornmeic,silit4raWID IAIPS's, be covered w%Vnn `9'e-noriths V70 days) Of rnairitatiaricc itaqwin-nerils fix ail fsFcEn:k:i,yii,tr3rfIs:r-. order 10 ranintaill water holdou: pfolm-iet; arid :q'staffationand Ella: all c-her Miiloret I'MR01's be awerer!,irithir, 4 nionths, (120 days)_%finstallition. essr;fe rierfoerriance .-.)f Duflo,il"'TilrifiFF0 �Vqg,,, Usaol additives, coatings or cleansefs On Of ln:he Tievok'-' VVRS shall be vented to The exterfor at tile ,lop andbottiorn of ihowail. SO: iie *,yp ks Facade Considerations i a - 0::tia! rnPr%;1'faCt:,,ars' eas;.valarri V oapscaevviii. cap STEP 6 Installation Instructions . faca(,%, systern linay Impact (lie p(I.Ifomia,10-il OuPorit-lieve.0- "0MBli. Dupoill-fy",ek", of brick ties r%,:il acr as addiiklrial fnwerfars for DuPort';:' Tyvek* WRBs. arid, if installed as Star,, a, Ie bot'n-Ill ot � tile st--:,;CWre to ensure proias, nails, andi'Or cap stFID:es, I NOTE. 011ie, Alta, rk:Poril:* TYvek`e`.1%,,r<� iii Irl'stalled refer to thf., Duporit" `�,iiis?�;Slg . DuPont" self-adhereo, flasriing produe's Pre Filade lroln kisyntho:ic ruobei adhemnfe and a laminele % I DuPorl! �' '0Al:I1?i;l,iza$*.-n systerris prodwlt,; an"tO IF.) used;Y; Outlined in tlu* instsiiiatiorl I . . VVatFar-fes:stN,e barrier performance is dependent upon the ability of the facade fr, drain. 3001) as rr_^_cticai;:,., possinle after vle DuPont * 1�-vek"Il" WR0 :1e required . ., mw reduce ti . . .. ;irl�.. .. mariufecturers� cap stppies ri^;;.;S? have a min. 5183' ieg Systerns in-allFi*n G:,:de::f:, :w>tallatiOr: Fristuction"; for "N".--l-ois sili,.f,"rig 1hroughr,iA tho. ,airation Pfopar shinglinqis , , tenqt_� I gwdelina. of ,,x)*yf-t?lylorie, film. p-chrpropelene Men, etasm fibe.- synthelicrubbef adhesive, polymfetharn. p *-:111rill ;'�y.szwrrrls proij;rots; :�h, oukd on;y tin uSed *o seai and flash operilfics ill Nxis;;1's T - - . I he follovving must be. considered for spec; tic facades. runloor of fasteners used .:"--.I. tile. initial anaci%rr,.erF* rif *.e, DuPont- Two.Vlill,'138. r-x I: arld to prevorl-water 11orn . and Doors AFTER Vv'azer-Resistiivo Barrier MIRS) is in.stalled to prepairf? . � 'll.w"'d 1'.) f�hki-j ""ratIs. . . . arid flasrivAidows and doo:,! I � parietrawrl'i afffif:-Rivel ne, I.,, Intl ,iIh,4tl1 elf 'Iiiiiea, spitetiv,niiei� �,i,,�t,i,,,,,i,,,,,;v.,,,:i�:%,�,�,:;� iii-i- x , 11111,11iz-11 -.1., .1.1_ - ___,-._ I -.-. . . � L I . . '. .. .. - M :_111 1 "awafing th"; vVa1I,,V,>.f).,1l - Other manufacturers'eqLinvpreilt fas-slnefi *;:xccp, , � - . - .- - I - I I— w_ � .... ... - -I. - .. .... .".., -.1- -,,..,,,.I 11.1.11, ... 11"..., % Or: "p. 111. ,:. . rXPkjlliXteif11Ur,Ql3L 1-13.3.'�i!"g,�Y51k;!T�spfn,ll)"�'�safn2,o.�100�..lk3l.>��.(]:,trol.)Illlgi�pp!:,., � 3tionli. I*Or filin. Ail,l:l:v�i.i?:8k,(�'tx�i�ri':ic,)?,,�(,r�4f(lt,I to Stillicce and Direct -Applied Stone Stone Veneer !.. ., OuPorif- lyrine0i; vvits ver Toa ,. an Wnen :i1siviing 0 . ri d 1"V'ripil- i.eliII", dnocily "', cl,lie�fl,*, wexxi. ,,I rl,hllf fo,&gh I�%Irtai,esi. tit..Il. DuPont, ifil* Ihigst alkltaritils pov:de Whaviolet ligilt. to,iiiiialux-1. skipit,riof protection. 3-gainst hulk %,yatsir oentiirwion, DuPon- s;ugge,.kts A systarri corribirling a ,:lu3:'-,ty . . . % � Dupoill require"thkA DuPont' saif-ildhofod fIi;!ih;eli"pIi:v11kI(,f:,�; t,ci;)O,ii,�r(�dvvftl:'.in!!:rii� f!ioli'lls 1270 (Ii,rior facade, thing. It I . 1: . : iNhert st .-cco is nsta::ed overwood-based sheathing, the 2 NW5 International Suilding The 201 �5 Interriptional Soiidin3 Code (Section *1405.10) requires two layers of watill, . . other non -nail -bass silliatNe)qs. N STEP I . 1<,_-1 ivalfing to 'I "Specie.: a good secondwy WRS andextecior shsa !,:::qh qu-.alitvwirldo%,,rsand doors, - . . (Eiiy$� Of in-M-311kition. Is, Code (Section 2510.6', roquires a Yva:6-r-resistive, vaporpfilrrfleat�:e bwfierwiih a rosis,rina bamer NIMB!, bishirld stonia veneers over wood frerne, construc::on. �Nrhen U.-NIAMAP alf! a: mriiiil:. 61" 2" vertil"al Please see Considerations- sectio.r.. eiloyst for 1i ovariap. r1::rlt1 st.lid:Iinks areavailable o:l ecluivalitrit lastprie-f rewirement.^ r;r.d "Tannpo,ary 111i,it., and appropriate fiashing meteriars payinp attention orop,er inst0nori of each corilponsint. Ili a stlistern. where no r is t DuPoTit' Tyve? s'WR6 is . . I : I . . Performance at least equivalent to Ill-vo layer� I-.4 vvate!r resistive z;i-.trriF corriplivino with u n-t .1 blar.-;rtcl storie vii,.neer, DuPorif" TyveO- ir',,98s shall be Installed in a s;rtiilar friannar . " -- ,,:�lrn�l ,Igvelth tile ,studs. %;,,I i", s ctio". holow ;:Of rilore intoln'tition cin I DvPonl - Tvve;(," IAIRS,; ;o aid ill alignin Poster a . . , -1 X�� Q, exter: sheathing used and .h e In ::_d c ov r :0 - -stairp .,-:..P- Ity a Warning . tile wail suids, exieftor liaokilde nilateri'lls should be to ASTM E 2556, Type 1. or a water resistive barrier -whi&.. is separated fro,11 the -li'Mo by * . ;�s they are in-stalle-di behind. stucco. DuPont"' Ty,;El?`1lI WRBs shotj:,j be ,_ : "ElPar atel from - (e.g. stiArnarks are B" sippri f`-IF Do-lont" Tyvek"I alternative lasterileig schadures and requiraments. ' ' : ;11_1 sereculo, ensum roaxinium. proto�iion agaiiist DuPont- Tyveks' WRSs are slippery arid should net be used in any application where they will wpter;:.:�li,kis:�)rt.cp,qft3iwo.,�i-nariSI)ipal),Jfsfopp,ii�%�,:P:*,,�t�ior..;>foacl)c,.)rf)po)IE..!�tis,,,e�,vi: portal . ll ra. . an intervening, s.-jbstantialiIii, rionvifatef-absorbing layer of drainage space. When stucco this Stolle and tylortaf by a second layer ol: l)QPon:;'1:�vekIe I,N'813, a ;layer of grad ll. D Hom.p1wFlap", : NOTE: Do not instal: fasteners witnin I-" of the s:::s and l 'I' ; : - ,--:--, �.,� h. -Al - 1- -IJAM0- 11--se 4 - am -1-- r%,,Po- , - ' ilki-ilks, lid . : . - is irista;led ovc.; wl.iod-baseJ sheazNno, the 2015 Interriazionit rle.sidentiAf Code iSM:011.' k ,;i,i;,- , ;-It r;A 4-, I—- -, .a,- _, &:__ _f 114 1- �. 4:,-. :arnbs and wrtn:n 9" of the head c- thevVir-dow rough ____ - I - I , " I. ��-.ked-n..�.---...-,,,-,-----.h-,-.-�ll"�l"--I .1. _ - re-o-on, norlds using scaffolding, or lifts for exterior work above the first floor. If ladders must be used, .Z. DoPon: �mlislves thse. informalton ,I, be fellable and accura:eA,his tnionylartion filay be stlbiect:o caution be taken to them by following revision knovilie4qs, is .. 'A"Kil J-pi,I. iii"'. I'll- ,,,,I,!. %U .. 1. -.11-1 11-- IV - l;.iij1Il; .11.11-1 I- I: t I IV 11, .1 . . R703.7.31 requines a watr-r-resistive irapor-permeable barrier witii a petformancia at least layer !directly over sheathing or studs' ser4es as ".�oe vvaifl systeri%'s air arld,water barrier ' . oclulvailant to tlrvo layers of Grade D paper or a water-resis'Ove barrier w1iich is separated . I, .. li"far z cj�taliings — : Roll should be pU,rF,1-,. Bottorl, edge of eoi: niost: : � ! must use safety the requirements set forth in ANSI as addil;orial experience arid � gaine,d. If is tile user's flatioOnsib;itty to . arid shall be integrated vle:11it v%,;ndo,,,., and door flasnini s, the ,_,eei_11 screeci at Illie tiottorn . -) . I ... I .1 It, . rface by i,i '2" or STEP 4 � - extet, , ove, s,::; plate Inlet at least 1 ' k I Standards 14.1,14.2, and 14.5 for ladders made of wood, aluminum, and fiberglass, deternitine Ihia proper consvuctio:l ma:erials. riettatEd oil eaol pforect. . respectively. DuPolit" Tyvek'* WROs are combustible and should be protected from flames I i : L from the stucco by an interveNrig. substantially norlwater-absorbing'aysiar or designed of thriti?,wrtill and any through vfP1 flashing or expansion joints. Lpth shail iie: :rlstaiieo over I .. drainage space, The Individual layers shal be installed mdeptinde,itiv such that each 'ho intervening layer (second :avlarl in accy)rdarico vierth AS`TM C1 0&303 Siariciard I . . I . - * z . gfeater is recorlimeridsid) Uf;oll disictly *vairwindows; and doors. upplar laya: Of. -, I � M, , I - exlcrld to totlorr. or sill plate for slilti on 9: D P, rill, Tyl"`r.kii5 V""Re lihol)ld (vqeflii`,,� kiO. I , .I. 'ade I E) I . - 'jorn layerbl" a I . . . i At, and other high beat sources, DuPont- Tylielitit' WRigs will melt at 275'F 1135'Ci and if the Tlits ifilorrerateor,* not intended to be t;seo ny others for advintis-ing, promotion or other pLiblicittion temperature of DuPont""' Tyvek4l' WRSs reach 750*F (4001C), they will btim, and the fire may for -cornalor6al purpings, layer, provides a separatot.ontinuo: Is piano and arry flashiri( :nv�ndf--d to drain to *he . ,3 Specifloation fo, Installatirin ,.,.,-:' Lath:rig and F%nnng to Rectilive, Interior and Exterior verater-resist:ve bw : ir'ieris directed between the layers. DuPont" Tyveks" WFISs used Portland Cenrient-Based Plaster and applicable code& V`Yheri rig:d foam board is used as r,-%In:,r.:.,r-.-, of 6". NOTE- li ,�,,:,)-wsora already :rimaile'% I I I_ . Oil foundations ; 1%_ ? . . . . I 'he DuPort:!"' T,;vek<, *RB must be,roegirated witts I . . ; : 4L 00 I : OR. prooer s.h:r.',-::r.,u virribvirindow flashings. M DijPon, I I I V , : : spread and fall away from the point of ignition. behind sluoc,, shouid be separated from Vie slucco by a second:ayer of DuPont" , the, second layer, It is insullie.0 over tlie DuPont- Tyveke WRB. D-uPont"' StuccoAAP;30� I I - I I - . . - beprop6r: :fit(: .,ati,,dwi:.,�,,�;iiter;�.,i)itiv.-.->El F! . I , : ; eANIraD:' Ne� arid spron are used, instill the, DuPont" 11 I.. : : :Y -il . Y - .. . N-vek", 10498, a layer of Grade D bu-,M9 Note-' felt. rigid fown board or The paper Draii-NN'rae. or CommerciaNiNrae D is recommended for this apph.-; it:o;', ' i . Ty,,ek,0 V1,1R6 under the apron tC; ensure proper I . . : ZI COMPOrItillslasud as kick out 1;iI.,,l,.:ng Of lwsislp .scfeed !K i �. I I DuPont' DuPont"' self -adhered flashing products; and their release paper are slippery and ba'ckipg of papef-backed iath.The first fever (directly over cheathing of studs! serves as !:or , uoc,o exi er-*I'S�. shingling. if non -self; ad -haring. S::: llpsh;ng is used. instaii 1__�, 1- : I I" (� I I : I '.1 � should not be walked on, Remove release paper from work area immediately. DuPont" the wall systern's water-rissistive barrier arld is :rrtegrated -with vviridow arid door Woad Siding 't !?�e "Neris knich"'r *fxt bot,ofn of *fw Stir f1j"shing to .1 I " i V'VhewoOt%;. I edge of it:-.121 is le,,ii; vr%art 2" <..vat Via v": t �! ! 1, . I self -adhered flashing products will welt at temperatures greater than 250'F (121'C). DuPont" � Rashiings, Vie weep screed at the bottom of The leval: and any Virough vvall lipshings of The DuPon I:' *Iiiy-vek0 'Aff-IB arid ,evood siding shall be instaiied according to plate: inIerfa:'e, i+:,, fecomniend:Xi to seal or'skip.-sina: main'-w. pfopor slitrigi:ng I " � 1, : I I . ,, -,, L", %': self -adhered flashing products am combustible and should be protected from flames and other high heat sources. DuPont' solif-adhered flashing products will not support combustion . ansio . i U1 I . .6 . . . . 4 in exp, It joints. Lath shali: be if sl lied over ihe tr�t evening layerin .accordance vvith marrufairwilar's ins1ruclions, in-dutitiry standards and applicable codes. As reco: rniariijeo `IlS ::, wl.�i E40onl` TyvekO Tape or DuPoret"I PtEsiderizzip: -1 I I STEP 6 . I Sealant to,, recom-nn.anded sealant! sit -he botiorr. of the . '. : 1-ii ,� : ' : , ,Tt,l(-'C,63-03Star.tlard&ie--':�ic..�l:^-r.f�irir.sta'la,;tor,oft.a.-hir,t�,pndFk�i,rir..g,oR(-.!,eive bytnek,"IFiestem Red Cedar LumberAssociatioi-.. and1j. S. Forest Product Laboratory, . Talxii:311 ,'.-e:::<:a:,.,e.arrIs ly.th D:,'P-*n1IIyveEl�Taj)e. Wall". 1,� : , .:,k;, if the heat source is removed. However, if burning occurs, l9rifted droplets may fall away from the point of Ignition, Interior -end Exterior Prjrt�and Clamerit-Based Plaster arid applicable codes Rig , id foarn wood s4rig should tie ptinied on all six aides before Installation. Foarn stlea:hing I,Wiv:%.� I ," 1AM-3 love , I '. _tl 1i;Mlon insvilling as an air ti.arrier. the horizomal sean-ts ,.U. �L I . - il�?l 1� .. For friaxiniuni air loa�aae reouction (whem instaiirlo as 1, . i ... I � filust also be taped.'F�le use of 3" DuPont" Tv-v(-. ie`i� M, - N.. .. Tirvake the . . lk�':,l - I board, whon irisla:�ed over DuPont .! ' I . TY,vok" as all inTervarting layer, vvill provide often have vapor permeability, ar,to "'wrefore oarl cause m(listurs, to an,cillfr.,;Atat:�, : : DuPonf' art an, barrieri, seal vie -DuPont'" WRS at I . ..." Tapois requned, fo;� bnzh verrical Pilcl horat:ln-a: searvis, of """'i t, . bottion-, of ,he war: ". .., "y ; -N,iiev Iry,Jll- Q0 DuPont" Residential Sealant is irritating to skin, eyes, and respiratory tract. For proper usage, rof irifomiation. DuPont enhanced structural support to the Tyve?* lAiRS arid may rfilduce trie required the back of siding and cause staining, buckling and damage to finish coats. As a resuit, DuPont!, ,.>,ue,ro0 rao's and DuPrint" Tyve.kir : e' '_ I ,;: ions. 1: Fine Duporal" DraiHAN'rap ' for barrier ;rlstarat --i folla di i nq IttAta IrI mare about Weathen-i7aflon Vie rant n ell n thA Artidt'set Itith.1 V III-" IrIff—M; -f- *i,I +h. ".*.,;.I __ -, _________,_ ,________, -, __,___,_ - ,_,__, Safety Data Sheirt or call Merritt" at 11-800-424-WM SiteFtem,s. please call 1-8,010-44-Ttilvek or visit. us fit . y-,;%swe.'04eatherizat oln.Tvvek.com d nornber or fasteners, used lor the at:ac?iment of :h� .DijPor;t'Tv.,iak`sE WIRS' if iril"tall8d the VVri-rern Rod CPrIEFr:_wnh::ir ARsnri,-it-;nrM ;;vid other vierind ,i.irfinti fr-;kni;fs;-ti;rPrq � - - -- -- -- _ - . I _. - - __ I __ - - . ----,. -.--. AM __ _ - _.. . z, ..._-_,_ ;as soci as practically possible. DLIP0111" Swrot-Mrape. Dfair*44'rap- or recorrim.e.--d t"t furring strips are used to creAe an. air space beti"Vii foar"n sheathing Cortirner6afkNrapte D is recornmended for this application. and siding. Other recommendations Thet should be followed TornIrlirnize, poteniral s;f : . I - ... - . 1. : UTEF 3 Ty"feli.11 WF..B:s .,%of heirlo Install,i'dalk er; g:f bani0f, : Vn .: I I . ., _ti�i�,��!i I Secure DvPont" Tyvek." VVIZZL8 to, the stud or other DuPont, 1�,rvak,Tap q1% I - %<-. is not rixp:cad <in hodzontail :� X. ! . . . , I nfi�Lbsf5e mweriai, i.e %imod. ,,hsalhing. Fasteners -should . h, soarris NA Is c; x I 9�__ .. 4l) : DS34are(la f0cornsvmda"I t%as: p;a(:i:,:n (_-) r-NI >_ . probitillyls are: . .1 he spaced no croseE than 6" and rio lasthof than 16' (.in Use U-J"criz:' 1'yvei:0 M:,tnsi7ed Tai)-oviler, lapir"I - 1 'a C_ fz eirick in vellicki: Stud lines. This m3-vinvolve pertialiatin, z . . 1) DuPunt"' ��-;Pk'�"T;,e:r:�a'�4jtap'"!.E. Tap:ng Or sealing all C-) The 2015 International Residential Code (Section RX-3.8.41 eoo.-jillas .3 norninal 1 inch * Use thic�er siding patterns widths of 8 inches or less. Thick. narro,ev sidirip is more I bandix;ard or o*h,Ei,f hofl7ontal rnerribe.iA :o rna:r!lain verm:r-ift,ions of.. DuPont"' Tyvek�" IAIRBs' i:rldudtrig, but Ill ....:: t Isill .0 E 1___._1 7___,�_k .__ MGM airspace. separaiii-ig, the ix:ck from the water -resistive barrmal- i'vViRBI Tne Brick Ind-ustry stable man thinner, -vvidfir patterns and better able to resist dimensionpi: changes. ' ' Association 1 inch in front 'WoOd * Use iet:n-dried rigid foarn proper spacing. I one o: moria nf:hfa femniniendlid not limited to, roof -we;: imer-Elices arid sill Oatesi using �'M 0 I : ' I T . . , fasteners below, E, use wim DuPont!' Tyl,tAo, *R6s: DuPorif� iyvskla Tape, DuPort" Residential Seal,itrlt (or .... �i i I I 0 ruco-rimends a ia;Space of st�id r;onstruction and a- 2 snzfing over . sheathing. . , ..... � I - � � � � .ecorrini�,Aii.let.ise;jl.3e,.i', OL:Purt*;'Slf8:�jiltf-i�,�sh"',.,.�f � � � � � � � � � � � * DuPont""I'l,ve0' Vkejap C ,tip na:is � � I0. I "' , , . . . . . . . U inch air -space- in front of steel stud c-onst-luction. Consistent vv:lh these recluirements and - Proper pre4triishingis essential. . ` z: :,.,I DuPont;, Flashing T�E's. is *.:S,:,?,c,..,�,3irs,,d,,,,,Iie.,f�:r;sti:�::::. `,. It DuPont" Tyleek-0 kNop Cap sciomirs I' I I Adl esi-.;�VP�it�iel"c;r:,.-O.,;I:ll.,.,�Kip.r.rf;e:�. swt -,lut Dupoil.", Tv,-�.,MpBusisel _0 .:.: MEEMErsaliffifirstsiffiffearmMs � mgm� reconimendfirtions, DuPont" Ty,rF'K;P'A1RBs shall be separated from tile brick. verleer by a * 1 Jse il."Ill, cotor finish coats to er-laximize heat reflection and, redum. dimensional al: 3.11 air Nil. 'Irilf. It DuPont' Tyvek^ %,Vrao Car) staples or other cap D.."Po'll" 693W'sittell S,.ti,ielm For rsexxtim,fildw so.ali Dtiflc,n�'ouil:oht�ioth'l (-- or. - — I- norni!lai - inch air -space. V'Vindoiiv arid door Flashing, arid through-irvall flashing shall be movpnnent .. 51aptisforslifir ", ci., Do"Poel-1, litai.�i,glain.,it,.. . I .jet 6p_�Tapi'l,fl"' ...- . .... . . . . ��,.Ce"tw�ten:,Is�ai:�r.g,t,,U,e,(,..,)I M - - IYVUK. ifitegi-ateo- y"'Ith the DUPENIf"' Tyvek` VVRB layer earisuring proper s'ningling. For mayimurni - DuPont!, Stucc<ANraFYEl, DsainVi,hap"' or CornmercialV14rae D apolied (-,Yet 1110 foam �",;".M,;;,�.".Ovqrlt.,il.i*�'.31'011.mr-l�,:!i.fl.li;- bzso sheattintis. In L__ I-noist remanagament aiddrying of ,The walisystem the airspace in front of the DuPorit" , . . u - I Z3 sheathing is facornrytandold for this application. 0 , C4x4�ir.,,��12C!�l'i�!if.-:P,.I.�.,,&o�.,."."Xff,��-,�;,,.�.,.?h-,','I.��.tC,a.'!,�,N�i?,,P'�,,,,,, ?��"."X.ts�-iv,�,,-',.,'�V-91'.,'m.,"Pb.��w..xob.p'le.�,x-..�,v,s,,* ,,,,,�ti�-�x�-five'v�.-r,.W"4�>,�.kr;�..'�w,*��,lkrt'iN*�,;V.�v"r,al�'e;.!#xg.e.L%.".,K,s�-"";��-,44fl4kv),c4g r;emism',ir, �<, 16?3:1;11.. Er,-,;i,f:&V,,,:i,mV.;:,,*, L.fr;;!V..,,,f i.,,i..,.fe-,;,.,Fli:, ,t,,:,�;riNr"'.l,,,. M Ce,pyrightQ2016 E. i. du Porstuh, Nealoursend rornpar;y. Art rrie.�-, Resolved. K-16282 Rev. 1 I.,'16 12 Copprigisr.02016 E.:. du Pontu"e Nentiouesiarld -roff-flaity. All Zirats Qeseived. K.'.6232 ktnr. 11116 5 (1) ;�_� Q) _0 _!` = 0 0- , - . . � I � IF , I , ::: . , , I , ` , " q � , * I , � - I 1, , .. I - I I ' , I-, - 9 , i3 _0 - - . . - , 8 I - I-i , - ,: � � . , ,e 'i, " 'I LILI Key Installation Requirements for DuPont"" TyvekO WRBs Fasteners Man4diing Tears and Holes DuPont" T-levek"t WJ9B3 have been tested to the following standards: 4 Di;Poiv- Tveltakc' ThermWVrar,:' L.E. must ne installed with shirly, rneta:iic side facing E , . Lise DuPont or equivalent fasteners per ihe fosterling sdiedule inckided if) this I Y'lie.� L, YV, During iho course of ristalling ths, DI , I F� "o ('t "' T ' " *F B, .j . rninor tears rnay occur. Be st;fr:i Larger holsl�l (ge,-iter than I I may require, cu-ail)p a piece of DuPt.ilit" T-yvee-,',;r,jF.B vc. tol.'Vai'dS 8 Clear 1X4 :",h minimum air space to obtaiii the installed RAItilikie b,erfefits. 0 S___ Continuity insiallation guideline. Examples of recommended permanent fasteners include: I �(l tape ail tears. Tears car, easillf be cc.,vered,,,-�:th DuP,:----T ' Tvieek"i' Tape (2" or 3") or - le, mainta I rig. � co -r the hole, I -ining proper shingfi, I M : . * ASITV1 E 1677 Standard Soecification :or an AJr Ret rder IARI Male"a' or System for -rinkir -vill still Actasa V"ter-l-e:F,islveLlarrie"..,;;t.hki�jt..qf,. airspace qefe.rto Trial vv'rao` 1.�: " I zi . : Lt_ It is important to maintain tile Continuity of the VVRB throljghout the building envelope. . * DuPont" TY,.,ek0'VVrao Cap riails (for wood frarne construction! DuPont" Flashing Systems.produc*s. Low -Rise Ffartleo �tiiding li'Vails 1; lie DuPonf' Tviviakilt Therma,W-ap" LE Fact Sheet fo,r rnore information = 0 The entire %evall surface shall txl wrapped, including unco-iriditioned spaces. Special , Cut a slit 2" abol/fir the hole and extending a rninimum of 2 on ii side of thelhofe. I, ,,*3T 11,1 7E 2' 78 S-laridafd Test Method for Air Permeantce of Bt,ilo:ng lyipt,llrialF t:, Twe;(�* Horn,tAN?ae, D,jPOfIf-`r",vel,-:`iiI StuccoViVirae. 5. DuPon, requitIas :ha1:Du.-PerF U) attention should be given Ir ensure a proper 6" overlap at all terminations. seams, * DuPorit" Tyvek* Wrap Cap Staples ,or other cap. staples for Slirlger:' Cap Stapler (for , ' : . I, Measure andiouta piece of DuPorll�, Ty�velk`i> WIRS io fit irvo tit, slit and cover the hole. I .1. I I I . . . Ill ASTM C96-01�i VIlatef Vapor Ttarism:ss:orl D,jPoWfI*,t,Veii..,0 ,L),mm""Pap and DuPo'rtt ' 'lyvek,`Ther,na1,i`*aPI" LE be wizhin Ln Penetrations, and transitions to maintait, a COME-luous downward drainage plane arid wood frairrie crfristruction) I . " . Tuck the cu' piece of DuPont:' Tyvek"' ) WRI3 into tile slit. Tape along the porivexiter by covered . ; - A71CC 127 Water Penetration Resistance, 4 montns fl 2.1 d jys) of :nstailation. IDuPont' Tyvekb Comri-tercia'110.1raps and Dt.Pont` . F= WRB. Installing tile DuPont" Tyvak'sWRO as an air barder is the Preferred installation 0 Other manufacturers' equivalent 1 Plastic cap screws, nalls. arid staples (for wood fra-me starting at flhe bottom of the patch, shingling upper tape olrar Nxwom tape. ` T,Ivek'-' Cornniarcial`lrlrrae� D nnusf be covered withirl 9 mc.: * At-, I "vi E 84 Standard Test Meollod for Surlaole Burning Characterls:Ics of Building. . : .1 riths ('Mdayrsiof S___ : construction). Note: Staples must have leg iiiingth sufficient to achieve method. However, skipmaping terminations and untaped horizontal seams. is allowed _� - :t'istai:lation. Q) when The, DuPont" TYvek0 WRB is being installed as alivater-resistive barrier only lot 5/8"penetration intowood stud Materitils M_ : wKings loss that) 5 Stories and low-rise inulti-farnily buildings less than 6 Stories wizt. # Do Pont' Tyve k4it Wrap Cap .or other me (n.rfaCtLirel'S' c-quiva Is nt 2 " plas 6c cap scrows, 3) . Tears Holes T fa applicallion of M.Pont" Tyveil�t WRBs is gover ed I.Fy thel code. adopted ano VVIlon installing ,,,,,n(Jo,,-ys and doors prior to tile DuPont- 'Tifi/ekfil' `v`vFRB , refer to the .h I. In ; >_ ' design requirements thaldon't saxpeedASTM. E1677, 65 mph siquivalent structural load (lo steel of wood frarnis const uc: Ford, a, e�Momor,,d by the lcica! jurisdic-1,on. Consul: ycjut jufiscr;o1iofn to assure cor"Aancewith ipow"' Alashiiog Syslerris lrist,ii;hotion G'ivd6finas. rinstailatior. lirismuctions ffor VVIndof"es n , , arid I 5 firlph equivalent wirid-dfiven fain watpir infiluation. . I, : . All vortic;iil soartr;, must be 0 1 -1/4" metal giuketed washers with screws (for at toall frarric cons-'ruclion) STEP I STEP 2 STEP I STEP 2 STEP 3 ., and Doors BEFORE W.ii;ter-Ppsistive Sanier 15MR811 is instailtrid. v,vilJoh w;:I d:rec- you the local bwidvng code. . . _0 * taped for both air barrier and water-resistiva barrier installations. III 2" metal gasketed washers vvith screws (for stsel frame c, onstruction' '.' . . . : back To this guidle at the appropriate step. Q) -f.-j Plantatrationts * Taper.F.-fil' fasteners with 2" plastic caps (for masonry construction) ,�<' /I "` :t ,:rl%'.' 1 ,,, : ., ,,I!i�:: . 1 I . 1-111' " i I Ill l' I I General Instructions If tile vvindows and'. doors litive already been installoof and flashed, integrate the C= L__ ( -) - ,at DuPon -t' TYvok0),F`I around all porlen'titions (electrical: fi'VAC and plumbing, Se ' If temporary fa�,Ienflrs are used, permarieriz fastening must be :instal: - ropria, I, DuPont'" Flashing - !ad as soon as elo.) ltirith the appi Syste. DtiPorlt` TyvekO Tape, ..::,:: .. . ,., I.. l,' I I,< , ;. I.,` , 11-` I,.:. , I I ", : ir ,:,':L: It " I I : ;r "I " I .,..�:..: The best time to irlsiatt DuPorif" Tyvoicl� ion 'wate.:,Fesis,;iee barriers is: DuPont" Tyvek0 WRE by following the DuPont" Flashing Systems Intagrat Q) ze as product, . .k-. F, ... 4:_ practically rlossib:e In IN : ta : - ise. permanent fasti-inefs include c: do Fit: fasteners such Dupwt` 0-i Wl Sealant or recomr-l-Mided sealarr, fj, :a c, 1 -I,, 11-don- ,.... - 1. 11 ... 11. 11 -I'lil- . . g as brici< . -)r tradN . . rated I , ties, lath fasteners fk . ona:: stucco, external foal boar laste. . 5 or ' DuPt.l: :'" StraightFlash". DuPone" : m d P ner . sliould 1>0 integ into the DuPont' TIlr%nsk0 WIN. ri, siding installed vv:th nalls. Claddiric-1 $flail be ;f1sialleil according. to applicable building Flashing Tape or DuPont recommended alternate patches should bra applied behind ,�.,:*-, iii ,"� . '. , 1-11 l,.�,Z'll , " ,f, I I " -, -�t ..""i., "i" I /11 .11 I .. . t , * " . 1: , I ,L' ,,tf.�., � ..."'J: , � -.'� -� . �:. . . : : -, 11 - j I I I I : I - , , l" * ..: i i::. I ' � " :0 �, .: i .,,:i I ; 1. : . I I e. .' I - � .. . � : I .:i�.i.., I I � " :1. : 115 .,Dl' :7" . I ;. : ,;, :. .. . - � I. .i.. . ..d. � '111 I . �.� .... 1. I . - . . � ! 4 �: : . ...� : Z .1 .�; - I ] ,ii. .; . . I i �,, - , I � i . 4 .1. .. . I 1. I 4 .0 f : N ti- tha melt iithr, -, I it 'I4 ins ai:%a(t section in this guide (page I 1). III Af A Elm I . t .. . ... 1. ---. .. - - _,._._.._ I * After the siep flaishings and kickout fiajhings have been Installed . NOTE: If nuPont' FlexWrap` NF and apror. -ice used. install the Dup nt" Tyvak1l' WRB .0 * BEFORE The windows arid doois Effems2alied, ul rider tile apnor. to onsure, proper shingling. If a non -self adhering sill ffasIling product is 17111 fastening p: es ibrick lie base plates, f faiia[ fastening clips, frietal channia len codes andindustry standards . in .Is, etio.)IM, . NA .0 !� : I : ,.O le % : I I.., . : %1' :;: I . - I I I � . , I ::il� I --z b -,? ingiing. bu Iding erivelnpla design requirements exceed ASTM . E1677, 65 .mph equivaierit - ... I : water infiltration. resistance. structura:'oac and 15 mph equFivallantiNind-driver. rain "I I ,`P .., "", . , " :: , . , / : . .1 . ,,, : I . - , : l.4 � : .` �� ; I .�. : ,,f \1 / ; . . : I : ;; 11 I , : I I 11 `4 ` used: please maintain prope� ti'l . I DuPont- self -adhered flashing systems products are not intended for through- = : : : I " I : I 1, . I I : , I ' W (,�- . wall flashing applications. Please contact 1.80(),44-Tyvisk for recommended sealants and recommer -datterriate, . ide, "",_ : : I ' . . : ii�.., , I . " , : 1-1 i : . 1 �� ] i_ . " , 1-1 g '� r � I— , 2� : � "' � .11 '.1 r'>, �,", �1� 1711.1 17,11i catches nehind fastening plates. . ,� 'I-,-' ,�"., I ii - , : I ,�� "��r X, : ; , , i- Minlrouni : . 1-` : .. L,l , : I ll: I �` P 11 : I Special Considerations 1-` : � 1� 1-11 : ,.: .; " I : I, I . I I z X /_1 : I "r: : I . 1-1 11,` : . I 1. . I Wail assemblvas usitio, equivaientfastianers rinust rneet orc>ciaed ASTM 111677 = I';* - I 1-` : I I i . perforroantoo fequirements of 65 mph equivalert: structufa: load ies:stafnce and 15 niph . I rr) . equilraient wind-dfKeen Fair; water infilvaison r0s,stErrice. I 2. Wher, pe-iomiance requirements exceed AST., Ivi E1677, 65 r-riph equivalent stri ictural @) load and 1 I> rnpi-I rquivalentwino�.,! , len rainwater iniillravc)r, nar boildmcx less Than. 5 �_ le stor: s, it is reco"nMended zoinstaii a high pressure skirt to help previentwater tttrusi,ir. LU at tile sill of thres,hold and foilavv the 0'rpoflt� TwePIl'I'Verhapirahly F-3steredAl", aW Ill le've"911 Barrier ir-sral"I'Mon 61'tJ(*1hnP1s 1-tor B,,,16,ngs Gre,ir,e, rhari 4 Stor,es and 1- = ---------- -.-- - - - -11 ___I - --.-- __ - , _ -- --- � 11 I _ Cn �e!ioill?;e?itllij;.,?�;ier!.�ir,,r;,,,,,�,��t"?Y,-?I�Fi-qf),e,3f;,-,Ie�'ji"t-QF,T">eir�-ta,IC-,,Fcri..3,13?li,-"g";V,5ze,f?3s - - . llist,31,la,li,o,l,�l.?".idp�!7��i;Fr;,,B,Iiir,�-';-,,Q�-,,�:i,lear�'r-f�-8,14Storips<z,,i�1H,,*ghpe,r,'),,�-,-"�;-,e , 'i U) irlstol"ations ot'Loy pe�qffl. l___q = 3. DuFont-'Tyvf_,i-' Sloccolkilhilp'" arid DuPont- Tyvral<0 Drain'Affap"i-nust be installed I- "ViTh drainage grooves venical, going up and down, No surface oruperationrs rieracied "of- = , I _: : ,he:nsuillator, of DuPoml' Tvvtak'a� WR13s. U) Cilpytight (02016 1. I. e-3 Own do ilfimour� and tortiltany.N.4 PlEiNs Roiiefved� Y,16292 Rev. 11 f16 14 Copy4r, lit 02016 C. % .1 It Pont d ti N e Few U rs at, d Cilin parly. 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W = J =o0° � � O a = a (� �oLLJ ol� m oU o z w Q z z w Q OLLJ za< w Q � =o� �_o iui n U) J JO Z U oho 0Wz Uj O O z w m z o ui I� Z:) w �Cc, Zj= U ~ ¢=wm �Lu ozLu o0 z�Ut=n Z L � o ..•I-w� V W al. z z w w 0 _ >U 2 J U) Q Q to =z �t„v,o m�U)z 0 z w w w 37 z 0 twn¢0= w ui Lu uo�� w wUt= --� O to 0 Z Lu0u�z ¢zoQ 0U) H�2 pzW> z � "t5I�y. zLuza O W w ¢�� 1-UU0 Lu w w LU m C� = w F- z U) 0� e Q m U vi z i z o 0 w M ��o w U) W w 0 w N 0 z w zz= T u)001- Q U L'r) w 0 z � co 2: J Q Q aw. Q CODE INFORMATION APPLICABLE CODES: IN ACCORDANCE WITH 2O12, 2009, 2006 2003 and 2000 IRC AND 2012 IECC AS ADOPTED. UJL GRVUP: CONSTRUCTION TYPE: DESIGN LOADS: R-J, (R-5 FOR IVEVV JERJCY) 5B LIVING FLOORS SLEEPING FLOORS KITCHEN, M. BATH, FOYER GROUND SNOW LOAD WIND SPEED SEISMIC DESIGN ROOF LOADS PLANS (BASE HOUSE AND ALL OPTIONS) HAVE BEEN STORIES; UNLESS OTHERWISE NOTED. 40 PSF LL + 10 PSF DL 30 PSF LL + 10 PSF DL 40 PSF LL + 30 PSF DL 35 PSF 90 MPH (3 SECOND GUSTS) CATEGORY B AND C REFER TO NOTE 06 17 00.06 PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH IRC CHAPTER 6: FOR CATEGORY B, 90 MPH 3-SECOND GUST; MAXIMUM OF THREE DIVISION 01 GENERAL REQUIREMENTS 00 00 00.01 FOR OPTIONS, REFER TO THE FOUNDATION PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. on no n0.n7_ FUR OPTTUNS- RFFFR TU THE FIOOR PI AN; FUR DFTATI J AND THE RFMATNDFR OF THE PI AN 00 0000.03 FOR OPTIONS, REFER TO THE FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 0000.04 FOR OPTIONS, REFER TO THE ROOF FRAMING PLANS FOR DETAILS AND THE REMAINDER OF THE PLAN. 00 00 00.05 FOR OPTIONS, REFER TO THE EXTERIOR ELEVATION SHEETS FOR DETAILS AND REMAINDER OF THE ELEVATIONS. 00 00 00.06 FOR OPTIONS, REFER TO THE SECTIONS SHEETS FOR ADDITIONAL DETAILS. DIVISION 02 EXISTING CONDITIONS 02 3000.01 SOIL BEARING: FOUNDATION SYSTEM IS DESIGNED FOR 1,500 PSF PRESUMPTIVE BEARING CAPACITY, MAX. 45 PSF LATERAL SOIL PRESSURE. DIVISION 03 CONCRETE 03 3000.01 CONCRETE FOOTINGS, FOUNDATIONS, AND LIVING SLABS: 3,000 PSI MINIMUM (UNLESS NOTED OTHERWISE) COMPRESSIVE STRENGTH OF CONCRETE FOR FOOTINGS, FOUNDATION WALLS, AND WALLS EXPOSED TO THE WEATHER, AND LIVING SLABS. 03 30 00.02 EXPOSED CONCRETE: 3,500 PSI MINIMUM COMPRESSIVE STRENGTH FOR PORCHES, EXPOSED STEPS, AND GARAGE FLOOR SLABS. 03 3000.03 BASEMENT FOUNDATION WALL AT SIDING, STUCCO, AND MANUFACTURED STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 1/2" MINIMUM), PLAIN CONCRETE ON 811X18" FOOTING W/ SHEAR KEY TYPICAL UNLESS OTHERWISE NOTED. 03 3000.04 BASEMENT FOUNDATION WALL AT BRICK AND REAL STONE VENEER ELEVATIONS: 10" NOMINAL THICKNESS (9 1/2" MINIMUM), PLAIN CONCRETE ON 811X21" FOOTING W/ SHEAR KEY UNLESS OTHERWISE NOTED. 03 3000.05 UNREINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITHOUT VERTICAL REBAR) MAXIMUM UNBALANCED FILL HEIGHTS AS INDICATED IS FOR 10" NOMINAL THICKNESS (9 1/2" MINIMUM) PLAIN CONCRETE WALLS: - @ 8' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 7'-6". MAX. UNBALANCED FILL IS 7-0". - @ 9' UNREINFORCED WALL: ACTUAL UN -BRACED WALL HEIGHT IS 8'-6". MAX. UNBALANCED FILL IS 7'-0". REINFORCED BASEMENT CONCRETE FOUNDATION WALL (WITH VERTICAL REBAR): - @ 9' REINFORCED WALL (10" THICK) WITH UNBALANCED FILL OF 8'-0" - SEE DETAIL FND-15B - @ 9 REINFORCED WALL THICK) - - - 8 C WITH UNBALANCED FILL OF 8 0 SEE DETAIL FND 15A WIN 1 AU I ULL AKCHI l MA UKC FUK ANY DEVIAI IUIN FKUIvl I HEJE DE T AILS (FNU-15, 15A UK 15B) PROVIDE WALL BRACING OR FLOOR FRAMING SYSTEM PRIOR TO PLACING BACKFILL. 03 20 00.06 CONCRETE HAUNCH FOOTINGS: 16" WIDE REINFORCED CONCRETE FOOTING SUPPORTING ONE-STORY, 18" WIDE SUPPORTING TWO STORIES, OR 21" WIDE FOOTING AT BASEMENT WALK OUT WITH 2 STORIES ABOVE, U.N.O. 03 3000.07 ANCHOR BOLTS AT BASEMENT FOUNDATIONS: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6'-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 3000.08 ANCHOR BOLTS AT CRAWL SPACE: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT AT 6'-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 3000.09 ANCHOR BOLTS AT SLAB ON GRADE/GARAGE STEM WALL: 1/2" DIAMETER HOOKED END ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT OR SIMPSON TITEN HD 50600H AT 6'-0" O.C. MAXIMUM SPACING AND 12" MAXIMUM FROM EACH CORNER OR SPLICE WITH NUT AND WASHER TIGHTENED SNUG TO SILL PLATE. 03 3000.10 INTERIOR WALL FOOTINGS @ BASEMENT: SUPPORTING FIRST AND SECOND FLOORS - CONTINUOUS 8"X18" HAUNCH FOOTING. SUPPORTING FIRST FLOOR ONLY - CONTINUOUS 8"X16" HAUNCH FOOTING. 03 30 00.11 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST AND SECOND FLOOR - 811X18" HAUNCH FOOTING WITH 16"X16" PIERS ON 36"X36"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 30 00.12 INTERIOR WALL FOOTINGS @ SLAB ON GRADE: SUPPORTING FIRST FLOOR ONLY: 8"X16" HAUNCH FOOTING WITH 16"X16" PIERS ON 30"X30"X12" CONCRETE FOOTING @ 10'-0" O.C. (MAX.) SPACING. 03 3000.13 BEAM POCKETS AND PILASTERS: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM: 4"X8" POCKET/PILASTER @ EL. -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21: 5"X16" POCKET/PILASTER @ EL. -8 1/4" 03 3000.14 SLAB PILASTERS: 4"X16" CONCRETE, SPACED NOT MORE THAN 5-0" O.C. WHERE SLAB EDGE IS NOT SUPPORTED BY LEDGE OR OFFSET - EL. -4" @ PORCH SLAB (U.N.O.) - EL. -8 1/4" @ BEAM SUPPORT (U.N.O.) - EL. -10" @ GARAGE SLAB - EL. -10" @ PORCH SLAB W/ BRICK VENEER FRONT U.N.O. 03 3000.15 CONCRETE PIERS: - @ GARAGE W/ COLUMN, 16" X 16" PIER ON 30" X 30" X 12" CONC. FOOTING U.N.O. - @ GARAGE W/O COLUMN, 16" X 16" PIER ON 2411 X 24" X 12" CONC. FOOTING - @ LIVING SLAB, 16" X 16" PIER ON 24" X 24" X 12" CONC. FTG - EL. -10" @ TOP OF PIERS 03 3000.16 CONCRETE BASEMENT SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 12" AT EDGES OVER 4" OF CRUSHED STONE. POUR TIGHT TO FOUNDATION WALL. 03 30 00.17 FRONT PORCH SLAB SUPPORT AT CONCRETE BASEMENT: - 8" NOMINAL (71/2" MINIMUM) CONCRETE WING WALLS MONOLITHIC POUR W/ BASEMENT WALL SEE CONSTRUCTION DETAIL FND/13 FOR TYPICAL NOTES AND CONSTRUCTION (U.N.O.) INSTALL SELF ADHERING MEMBRAINE FLASHING AT ALL LOCATIONS WHERE A CONCRETE PORCH CONTACTS WOOD FRAMING - SEE EXT-30 D ETAILS. 03 3000.18 PORCH SLAB: SURFACE SHALL BE 4" THICK 4000 PSI CONCRETE SLAB ON GRADE WITH MIN. 1/4" PER 12" SLOPE AWAY FROM HOUSE. 03 3000.19 CONCRETE LIVING SLABS: 4" THICK 3000 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER LAPPED 6" AT EDGES 03 30 00.20 SLAB INSULATION: R-10 RIGID INSULATION 2'-0" WIDE AT PERIMETER UNDER SLAB (U.N.O. PER RESCHECK REQUIREMENTS) 03 30 00.21 CONCRETE GARAGE SLABS: 4" THICK 3500 PSI CONCRETE W/ 6"X6" - 10/10 W.W.M. OR FIBER MESH, 4" MINIMUM BELOW ADJACENT HABITABLE SPACE, SLAB SHALL HAVE A MINIMUM 3" SLOPE TOWARDS GARAGE DOOR 03 3000.22 GARAGE APRON: RECESSED MINIMUM 1" BELOW GARAGE SLAB & 12" WIDE. 03 3000.23 HVAC TRUNK/DUCT THROUGH GARAGE FOUNDATION: NOTCH THROUGH FOUNDATION WALL SHALL BE 26" X 12" DEEP. 03 3000.24 UNDER SLAB HVAC HEAT TRUNK LINES TO GARAGE: ELEV. -12" (U.N.O.) 03 3000.25 UNDER SLAB HVAC HEAT DUCTS: ELEV. -8" (U.N.O.) 03 3000.26 SUMP PIT: 18" DIAMETER AND LOCATED PER PLAN DIVISION 04 MASONRY 04 10 10.01 LOOSE STEEL LINTELS FOR BRICK VENEER OPENINGS: ALL METAL LINTELS AND EXPOSED STEEL PIPING ON EXTERIOR OF BUILDING MUST BE PRIMED AND PAINTED ON ALL SIX SIDES WITH A RUST -INHIBITIVE FINISH COAT (RUSTOLEUM OR EQUAL). SIZE OF ANGLE 0 STORY ABOVE 1 STORY ABOVE 2 STORIES ABOVE 3" X 3" X 1/4" 6'-0" 3'-6" 3'-0" 4" X 3" X 1/4" 8'-0" 5'-0" 3'-0" 6" X 3 1/2" X 5/16" 14'-0" 8'-0" 3'-6" (2) 6" X 3 1/2" X 1/4" 20'-0" 11'-0" 5'-0" - PROVIDE 6" MINIMUM BEARING AT EACH END 04 10 10.02 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE FLASHED AS REQUIRED. 04 10 10.03 CHIMNEYS: BRICK WASH @ BRICK CHIMNEY. 04 10 10.04 CMU FOUNDATION WALLS AND PIERS (U.N.O.): 3 COURSES MIN. OF 8" X 8" X 16" CMU BLOCK ON 8" X 18" CONCRETE FOOTINGS FOR SIDING AND STUCCO ELEVATIONS AND 8" X 21" FOR BRICK AND STONE VENEER ELEVATIONS PER CRAWL SPACE FOUNDATION DETAIL SHEET. 04 10 10.05 CMU PILASTERS FOR BEAM SUPPORT: -FOR 2X10 DROPPED OR 9 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL. -7 3/4" (U.N.O.) -FOR 2X12 DROPPED OR 11 1/4" PSL BEAM; 4" X 16" POCKET/PILASTER @ EL. -9 3/4" (U.N.O.) -FOR W8X18 OR W8X21; 4"X16" POCKET/PILASTER @ EL. -8 1/4" -FOR PIER & CURTAIN WALL SYSTEM USE 8" X 16" CMU PILASTERS 04 10 10.06 CMU PIERS FOR STEEL SUPPORT; CRAWLSPACE SIZE AND FOOTING PER PLAN. PIERS SHALL REST DIRECTLY ON FOOTING. 04 10 10.07 CRAWL SPACE VENTS; FOUNDATION SUB -CONTRACTOR AND T.B.I. CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF CRAWLSPACE VENTS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. 1 SQFT OF VENT PER EVERY 1,500 SQFT OF CRAWLSPACE AREA. VENTS SHOULD BE PLACED AS PER PLAN. USE 21" X 13" VENTS ON THE FRONT WALL OF HOUSE. USE 16" X 8" VENTS ON SIDES AND REAR OF HOUSE. 04 10 10.08 PORCH SLAB SUPPORT AT CMU CRAWL SPACE; 8" CMU BLOCK FOUNDATION WALLS PER PLANS AND DETAILS. 04 40 00.01 MANUFACTURED STONE VENEER: INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS; 1/2" BROWN/SCRATCH COAT, ON 2.5LB. GALVANIZED DIAMOND WIRE MESH, ON (2) LAYERS OF COMPANY APPROVED DRAINAGE PLANES. DIVISION 05 METALS ns 12 nn_m RASFMFNT STFFI rn1 I IMNS- AI I STFFI cnl I IMNC, ARF FA(TnRY PRTMFr) T ( r APPRnVFn Aml ISTARI F (;(HFnI II F 4n STFFI Ml I IMNS PATFn F(1R A MTNTMI IM Al I (1VIIARI F I nAn nF ?n nnn LBS. COLUMNS SHALL REST DIRECTLY ON FOOTING. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR DISPLACEMENT. COLUMNS SHALL BE INSTALLED PLUMB AND LABELED W/ MINIMUM RATING. INSTALL PER MANUFACTURER'S INSTALLATION SPECIFICATIONS. 05 12 00.02 GARAGE STEEL COLUMNS: ALL STEEL COLUMNS ARE FACTORY PRIMED. I.C.C. APPROVED ADJUSTABLE STEEL SCHEDULE 40 COLUMNS RATED FOR A MIN. ALLOWABLE LOAD OF 12,500 LBS (U.N.O.). COLUMNS SHALL REST DIRECTLY ON CONCRETE FOOTING, FOUNDATION WALL, OR STEEL GIRDER. BOLT TOP OF COLUMN TO BOTTOM OF BEAM TO PREVENT UPLIFT OR fl Tr`f)I A!`CAACAIT f-n (IAA AI[` 47L"AI 1 Qr! TM1If TAI 1 I"f1 ni IIAAP) O 1 Anrl I-I1 IAITTII KATM1ITKAIIRA nATThIP` TAIf`TAI I I'l ER hAArIIIPA!-rllnrnlr TM1I(`TAI 1 ATT/ hl (`f�l-'/"T rTI`M1TTl1M11!` DISPLHl.CMEN I . LULU( N, JfIHLL DC 11VJ I HILLCU F LUI ID a L/iDCLCU VV11 fl MINIMUM IUI I KN 111V17. INS I / YCK I`'IHIVUf H _ l UKCK J 11VJ I ALLH 11UIV SPECIFIC 11 I I lUIVJ. 05 12 00.03 STEEL BEAMS: SHALL BE 50 KSI. SHALL BE CONTINUOUS IN LENGTH. SHALL HAVE 3" MINIMUM BEARING ON STEEL SHIM AS REQUIRED (NO WOODEN SHIMS). IF NECESSARY, A SPLICE MAY BE PLACED ONLY @ SPECIFIED LOCATION NOTED ON PLANS W/ DETAIL FND 23/D-1. EITHER TOP FLANGE SHALL HAVE 1/2" DIA. HOLES AT 48" O.C. STAGGERED TO ATTACH WOOD SILL WITH 3/8" DIA. LAG BOLTS W/ NUT & WASHER AT 48" O.C. OR WOOD SILL SHALL BE ATTACHED WITH APPROVED POWER ACTUATED FASTENERS. U'1ViblUN Ub WUOD, PLAS I lUba ANU CUMPUNEN I S 06 10 00.01 DROPPED WOODEN BEAMS ARE NOT TO BE (EMBEDDED IN CONCRETE. MAINTAIN A 1/2" AIRSPACE TOP, SIDES AND REAR (NO WOODEN SHIMS). 06 10 00.02 EXTERIOR FRAMING WALLS: INTERIOR FRAMING WALLS: - 5 1/2" THICK (U.N.0) - 3 1/2" THICK (U.N.O - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - DIMENSIONS ARE TO ROUGH FRAMING MEMBERS - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). - ANGLED WALLS ARE SET TO 45 DEG. (U.N.0). 06 10 00.03 WALL PANEL HEIGHTS (U.N.O.) TOP PLATES HEIGHTS THAT DIFFER FROM STANDARD ARE NOTED ON PLAN: - 8FT BASEMENT 7'-6 3/4" T.O. SLAB TO B.O. JOISTS - 9FT BASEMENT 8'-6 3/4" T.O. SLAB TO B.O. JOISTS - GARAGF Co) 9FT 1 IT FI OOR 9'-8 A/1 r)" T,U, JTFMWAI I TU R,U, 1OTSTS SEE FLOOR PLAN SHEETS AND BUILDING SECTION SHEETS FOR WALL PANEL HEIGHTS. 06 1000.04 EXTERIOR WALL CONSTRUCTION: EXTERIOR FINISH PER ELEVATION. EXTERIOR STRUCTURAL SHEATHING APPLIED TO 2x6 STUDS AT 16" O.C. w/ R-19" BATT INSULATION AND 1/2" DRYWALL APPLIED TO INTERIOR SIDE (U.N.O.) WALLS SHALL HAVE CONTINUOUS 7/16" STRUCTURAL PANEL SHEATHING, FASTENED WITH 1" CROWN, 1-3/4" LEG, 16 GAUGE STAPLES OR 8d NAILS. FASTENERS AT 3" O.C. FOR EDGES & 6" O.C. AT INTERMEDIATE SUPPORTS. 06 1000.05 EXTERIOR WALLS: LATERAL BRACED WALL PANELS ARE ENGINEERED IN ACCORDANCE WITH METHOD 3, WOOD STRUCTURAL PANELS WITH A SHEATHING THICKNESS OF 7/16" ON 16" O.C. MAXIMUM STUD SPACING. WOOD STRUCTURAL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE R602.3. BRACED WALL PANELS DESIGNATED WITH THE SYMBOL X / BW1 SHALL HAVE (2) SIMPSON CS-16 METAL STRAPS @ 60 DEGREES FROM HORIZONTAL. BRACED WALL LINES THAT COULD NOT MEET THE PRESCRIPTIVE REQUIREMENTS OF THE IRC CODE HAVE BEEN PROFESSIONALLY ENGINEERED IN ACCORDANCE WITH SECTION IRC R301.1.3 AS SHEAR WALLS. WALLS ENGINEERED AS SHEAR WALLS ARE DESIGNATED WITH THE SYMBOL SW-# . REFER TO A4L DETAIL SHEETS FOR BRACED WALL AND SHEAR WALL DETAILS. 06 1000.06 TOP PLATES MUST BE LAPPED PER THE CODE REQUIRED MIN. WHERE PANELS ABUT. FASTENERS SHALL BE INSTALLED AT 16" O.C. 06 1000.07 JACK STUDS: PROVIDE MIN. DOUBLE JACK STUDS FOR ANY EXTERIOR BEARING WALL OPENING GREATER THAN T-7" ON FIRST FLOOR & 5'-4" FOR SECOND FLOOR UNLESS OTHERWISE NOTED 06 10 00.08 "V" INDICATES NUMBER OF STUDS REQUIREED FOR BEARING HEADER (DOOR, WINDOW & OPENINGS), JACK STUDS REQUIRED FOR BEAMS & TRUSSES, OR STUDS REQUIRED FOR WALL TYPES. WALL THICKNESS DETERMINES STUD SIZE, UNLESS NOTED OTHERWISE. FOR POST LOCATION IN PANELS, REFER TO FLOOR PLAN DIMENSIONS. 06 1000.09 BEAM BEARING: DOUBLE STUDS (MIN.) UNDER ENDS OF ALL BEAMS, (U.N.0) 06 1000.10 BLOCKING: -2x4 FLAT BLOCKING @ 24" O.C. TIGHT TO SUBFLOOR UNDER ALL PARALLEL NONBEARING WALLS AS PER DETAIL #12 ON SHEET A-4SD -INSTALL SOLID BLOCKING WHERE THE (5FT) TUB FRONT EDGE FALLS PARALLEL BETWEEN FLOOR JOISTS, 3 LOCATIONS ALONG EDGE MIN. -AT Fnl INIIIATTf1N IA/AI I III/HFPF 1(1TSTC APE= PAPAI I FI Tr) THE Fnl INlr)ATTnNI IA/Al I TNICTAI I FI II I 11FPTl-I FI nnD 1nTCT RI OrVTNIr- (n) AR" r)r TI-IDn1 Ir;N Tn THE PTDCT P1 II 1 1nTCT RAY nF THE , - VVIYV/\I1VIY L, VVI\JVl..11 VVI\11YV `, V V.V. 1111\VV VII V ILI\JI I VLL JVIJI nl VI FOUNDATION WALL. 06 1000.11 WINDOW & DOOR HEADER SIZES: REFER TO FRAMING PLANS. WINDOW & DOOR OPENING HEADER SUBSTITUTION CAN BE MADE AS FOLLOWS: A PSL OR LVL (OF EQUIVILANT WIDTH AND DEPTH) MAY BE SUBSTITUTED. -NO OTHER SUBSTITUTIONS ARE PERMITTEID. -ALL DIMENSIONAL LUMBER HEADERS SHALL BE HEM FIR #2 OR BETTER (UNLESS INDICATED AS °D.S.S.". THE D.S.S. HEADERS SHALL BE SOUTHERN PINE DENSE SELECT STRUCTURAL) -FASTEN BUILT UP MEMBERS W/16d @ 16" (D.C. ALONG EA. EDGE - (FOR HEADERS AT BALLOON FRAMED WALL DETAILS REFER TO PLANS) 06 1000.12 ROOF SHEATHING: 7/16" OSB ROOF SHEATHING 06 1000.13 JOIST BEARING: ALL JOISTS SHALL BEAR A MINIMUM OF 2" ON ALL BEAMS OR WALL PLATES. 06 1000.14 JOIST HANGERS AT ALL FLUSH W.I.J. & BEAM LOCATIONS: AS PER DETAIL #13 & #14 ON SHEET A-4SD 06 1000.15 FIREPLACE HEARTHS: PRIOR TO FRAMING, CONSTRUCTION MANAGER SHALL CONSULT WITH PROJECT MANAGER FOR MASONRY OR DESIGNER FIREPLACE AT EACH LOT PRIOR TO FRAMING, ROUGH CARPENTRY SUBCONTRACTOR SHALL VERIFY WITH T.B.I. CONSTRUCTION MANAGER, WIDTH & LENGTH OF HEARTH FRAMING WHICH DEPENDS ON SPECIFIC FIREPLACE FACINGS, AS PER FR-3 THROUGH FR-7. (NO HEARTH FRAMING IS REQUIRED FOR CERAMIC, MARBLE, SLATE, GRANITE, CAST STONE, OR MANUFACTURED STONE FACINGS.) 06 10 00.16 FIRE STOP ALL SOFFITS, DROP CEILINGS, ABOVE HVAC PENETRATIONS THROUGH FLOOR LEVELS & STUD BAYS OF BALLOON FRAMED WALLS (AT 10'-0" O.C. MAX. VERTICALLY AND HORIZONTALLY). 06 1000.17 FLOOR DIAPHRAGM TO EXTERIOR WALL CONNECTION: INSTALL SIMPSON LTP4 FRAMING PLATES @ 48" O.C., OVER THE EXTERIOR SHEATHING, PER DETAIL FR-34A (TYP). 06 1000.18 CONVENTIONAL ROOF FRAMING AND OVER -FRAMING SHALL BE HEM FIR #2 OR BETTER. FOR AREAS OF ROOF OVER -FRAMING, REFER TO ROOF FRAMING PLANS. 06 1000.19 POSTS: REFER TO THE FLOOR PLANS FOR ALL POST LOCATIONS AND DETAIL FR-60. 06 1000.20 INTERIOR PARTITIONS WITHIN THE CENTER; 1/3 OF THE TRUSS SPAN SHALL HAVE 2x6 HAILERS INSTALLED AT TOP PLATE FOR DRYWALL. TRUSSES (IN CENTER 1/3 OF SPAN) SHOULD BE NAILED WITH ONE ANGLED 16d TOENAIL DOWN INTO THE PARTITIONS TOP PLATE. THE HEAD SHOULD BE LEFT STICKING OUT 3/4",SEE DETAIL FR-27. 06 10 00.21 HURRICANE TIES: FOR BASIC WIND SPEEDS < OR = TO 100 MPH, INSTALL (1) SIMPSON STRONG TIE H.1 HURRICANE TIE AT EACH TRUSS/GIRDER/RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) FOR BASIC WIND SPEEEDS > 100 MPH, INSTALL (1) SIMPSON H10 HURRICANE CLIP AT EACH TRUSS / RAFTER CONNECTION TO BEARING WALL TOP PLATE, (U.N.O.) 06 10 00.22 CRICKET: INSTALL FOR CHIMNEY AT (PROPER) HEIGHT OF 1'-6". 06 1000.23 INTERIOR OPENINGS (WITHOUT DOORS) LABELED WITH DROPPED HEADER HEIGHT SYMBOL, IF APPLICABLE 06 1000.24 TUB ACCESS PANELS: - HALL BATH TUBS 14 1/211x22", IF REQUIRED - PLATFORM TUBS IN CLOSETS 30 1/2"x22", IF REQUIRED - PLATFORM TUBS AT SIDE OF PLATFORM 30 1/2"xl8", IF REQUIRED 06 10 00.25 PLATFORM TUBS: FOR SPECIFIC TUB INFORMATION, REFER TO THE PRODUCT STANDARD MANUAL. SEE SHEET A-6 FOR TUB PLATFORM DIMENSIONS. 06 1000.26 LAUNDRY ROOM: FOR SLAB CONDITIONS, WASHER & DRYER BACKUP WALLS SHALL BE 5 1/2" THICK. PLACE SOLID BLOCKING IN WALL BEHIND TUB FOR SUPPORT. FLOOR PLAN DIMENSION SHOWS CENTERLINE OF TUB. 06 1000.27 ATTIC ACCESSES: ACCESS PANEL W/ WEATHERSTRIPPING/GASKET 22-1/2"X3011 LOCATED PER PLAN. SERVES AS BOTH ATTIC ACCESS & HVAC ACCESS PANEL. LOCATE IN CONJUNCTION WITH ROOF TRUSSES. ALTERNATE ATTIC ACCESS PULL -DOWN STAIRS (WHEN REQUIRED) W/ WEATHERSTRIPPING/GASKET 22"X47" MIN. LOCATED PER PLAN IN CONJUNCTION WITH ROOF TRUSSES & INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. uj 06 1000.28 ALL BRACKETS FOR BOX BAY WINDOWS MUST BE INSTALLED TO SOLID BLOCKING. 06 10 00.29 REAR AND SIDE DOOR SILLS: INSTALL PRESSURE TREATED 2x12 KICK PLATE UNDER DOOR SILL OF EXTERIOR DOORS. 06 1000.30 OPTIONAL DECKS: INSTALL P.T. 2x KICK PLATE LEDGER AND ALUMINUM LEDGER FLASHING W 06 1000.31 CHIMNEYS SHALL TERMINATE A MINIMUM OF 2'-0" ABOVE HIGHEST PORTION OF THE BUILDING WITHIN 10'-0", A MIN. OF 3'-0" WHERE IT PENETRATES THE ROOF. CHIMNEYS SHALL BE C� FLASHED AS REQUIRED. 06 1000.32 CRAWL SPACE ACCESS PANEL: 36" X 24" ACCESS PANEL W/ 1 3/4" X 14" PSL FLUSH HEADER, U.N.O. 06 1000.33 CRAWL SPACE FRAMING: NOTE TO CONSTRUCTION MANAGER, ADDITIONAL FRAMING INDICATED FOR CRAWL SPACE FOUNDATION SYSTEM MUST BE ORDERED BY THE JOB SITE. CV 06 1000.34 CONVENTIONAL 2X FLOOR AND ROOF FRAMING: USE No.2 HEM FIR OR BETTER, 06 1000.35 WALL FRAMING: USE STUD GRADE OR BETTER. O 06 1000.36 BRIDGING @ CONVENTIONAL 2X FLOOR FRAMING: USE 10 SPF LUMBER, ONE ROW AT MIDSPAN FOR SPANS UP TO 16' AND TWO EQUALLY SPACED ROWS FOR SPANS OVER 16'. 06 1000.37 DELETED 06 1500.01 FLOOR SHEATHING SHALL BE 23/32 T&G SUB FLOOR ON FRAMING. L1J 06 1700.01 PSL (BEAMS ONLY) = TRUSJOIST PARALLAMI OR APPROVED EQUIVALENT LVL WITH THE FOLLOWING PROPERTIES: E > OR = 2.0 X 10^6 PSI, Fb> OR=2900 PSI, Fv . OR = 290 PSI, Fc (PERPENDICULAR TO GRAIN) > OR=750 PSI, & Fc (PARALLEL TO GRAIN) OR = TO 2700 PSI. AT FLOOR FRAMING USING THE ALTERNATIVE 9 1/2" JOIST, ALL 9 1/4" DEEP PSL SHALL BE 0 SUBSTITUTED WITH 9 1/2" DEEP PSL MEMBERS. Z PSL POSTS SHALL BE TRUSS JOIST PARALLEL WITH THE FOLLOWING PROPERTIES: E > OR = 1.8X10^6 PSI, Fb > OR = 2,400 PSI AND Fc (PARALLEL TO GRAIN) > OR = 1,400 PSI. 06 1700.02 W.I.J. FLOOR FRAMING SHALL BE SIZED AND SPACED PER PLANS. _J 18" W.I.J. SERIES IB800 BY INTERNATIONAL BEAM. 14" AND 16" W.I.J. SERIES IB600 BY INTERNATIONAL BEAM, AJS 20 BY BOISE, SERIES 40 BY GEORGIA PACIFIC, TJI360 OR PRI-60 APA RATED JOISTS, (U.N.O.). 9 1/2" WOOD I JOISTS (W.I.].) SERIES IB400 BY INTERNATIONAL BEAM, OR PRI-40 APA RATED JOISTS. (NOTE: PROVIDE AN ADDITIONAL 1/4" CONT. SHIM BETWEEN ALL TOP PLATES Lu OF GARAGE WALL PANELS & THE FIELD INSTALLED TOP PLATE). z 06 1700.03 W.I.J. BLOCKING BETWEEN FLOOR JOISTS UNDER ALL POINTS LOADS PER DETAIL #15 ON SHEET A-4SD W 06 17 00.04 RIM BOARD SHALL BE INSTALLED AS PER DETAIL #1 & #2 ON SHEET A-4SD, AT ENTIRE EXTERIOR PERIMETER OF EACH FLR. 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U w O C2 2-'LLJ U- 0 0 1-- < U U ozV)m Q Q wn OO DIVISION 06 WOOD, PLASTICS, AND COMPONENTS (contd. 06 17 00.05 ROOF TRUSS DESIGN LOADS: LOADING CONDITION (PSF)* LIVE LOAD DEAD LOAD Rgjur TVP CHORD i lu t'jr BOTTOM CHORDS -@ ATTIC >42" CLEAR, ROOF SLOPE OVER 3:12 20 7 -@ ATTIC <42" CLEAR, ROOF SLOPE 3:12 OR LESS 10 7 -@ ATTIC STORAGE TRUSSES 40 10 *ALL LOADS CONCURRENT 06 17 00.06 ATTIC NOT FOR STORAGE UNLESS OTHERWISE NOTED. 0643 00.01 STAIRS: RISERS = 7 3/4" MAXIMUM RISE, TREADS = 10" PLUS 1" NOSING PER R 311.7 STAIRWAYS, UNLESS 8 1/4" MAX. RISE, 9" TREAD HAS BEEN ADOPTED OR ALLOWED BY CODE AMMENDMENT. 0643 00.02 HANDRAILS: SHALL BE PROVIDED ON STAIRWAYS OF 2 OR MORE RISERS HANDRAILS SHALL BE CONTINUOUS & PROVIDED ON AT LEAST ONE SIDE OF THE STAIRWAY. HANDRAILS SHALL HAVE A FINISHED HEIGHT OF 34" ABOVE NOSING & NAILERS SHALL BE INSTALLED FOR ALL HANDRAILS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 0643 00.03 GUARDRAILS: SHALL HAVE A FINISHED RAILING HEIGHT OF 37" ABOVE SUBFLOOR NAILERS SHALL BE INSTALLED FOR ALL GUARDRAILS. 06 46 00.01 PAINTED INTERIOR TRIM TO BE FINGER -JOINTED. ALL PAINTED TRIM TO BE CAULKED WHERE IN CONTACT WITH DRYWALL. 06 46 00.02 STAINED INTERIOR TRIM TO BE SOLID/CLEAR. 06 46 00.03 MITER JOINTS TO BE GLUED -MUST BE PVA TYPE GLUE. 06 46 00.04 CROWN MOLDING: RETURN CROWN MOLDING WITH MITERED PIECE AT OPEN ENDS. 06 46 00.05 BASEBOARD: RAISE ALL BASEBOARDS 1/2" ABOVE SUBFLOOR. 06 46 00.06 CHAIR RAIL; TOP OF CHAIR RAIL TO BE 36" ABOVE SUBFLOOR. RETURN CHAIR RAIL WITH MITERED PIECE AT OPEN ENDS 06 46 00.07 TRIM @ OPTIONS; ALL OPTIONS WHICH REQUIRE TRIM ARE TO BE TRIMMED ACCORDING TO THE STANDARDS DESCRIBED PER THESE GENERAL NOTES AND SIMILAR TO F SHEETS. 06 46 00.08 CLOSETS TO RECEIVE BASE BOARDS AND CASINGS TO MATCH THE ADJACENT SPACE. 06 46 00.09 BULLS EYE AND PLINTH BLOCKS ON FOYER SIDE OF ALL DOORS AND CASED OPENINGS DIRECTLY ADJACENT TO FOYER FLOOR AREA. (SEE NOTE 06 46 00.01) 06 46 00.10 COMPANY APPROVED HOUSE WRAP: INSTALL BEHIND ALL EXTERIOR DOOR AND WINDOW MILLWORK AND UNDER LADDER FRAMING AT FRIEZE BOARDS 06 60 00.01 EXTERIOR MOLDED MILLWORK TRIM MUST BE PACKED OUT WITH 3/4" SCRAP SUBFLOOR TO CREATE A POCKET FOR SIDING. DIVISION 07 THERMAL & MOISTURE PROTECTION 07 20 00.01 WALL INSULATION: - REFER TO REScheck 07 20 00.02 CEILING / FLOOR INSULATION: - REFER TO REScheck 07 31 00.01 ROOF FLASHING SHALL BE INSTALLED AS REQUIRED. 0731 00.02 COMPANY APPROVED LEAK BARRIER SHALL BE INSTALLED AS REQUIRED BY LOCAL JURISDICTION, IN LOCATIONS PER MANUFACTURER'S RECOMMENDATIONS. LEAK BARRIER SHALL EXTEND DOWN THE ROUGH FASCIA 3'-4" AND ON ALL ROOF SURFACES TO A POINT AT LEAST 48" (MEASURED ALONG ROOF SLOPE) UP THE ROOF, AND AT LEAST 24" (MEASURED HORIZONTALLY) FROM THE INSIDE FACE OF THE EXTERIOR WALL OF THE BUILDING. 0731 00.03 ROOF SHINGLES ON No. 15 ROOFING FELT ON ROOF SHEATHING. FOR ROOF SLOPES OF 2:12 UP TO 4:12, DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT SHALL BE (1) ONE LAYER, 07 31 00.04 CHIMNEYS: SHINGLE WASH @ HORIZONTAL SIDING CHIMNEYS. 07 31 00.05 KICK FLASHING: INSTALL AT ALL ROOF/SIDE WALL INTERSECTIONS, REFER TO DETAIL EXT-46/D-6. 07 31 00.06 PORCH FLASHING: FRAME WALLS, WHICH ADJOIN PORCHES, SHALL BE FLASHED WITH COMPANY APPROVED SELF ADHERING MEMBRANE, FLASHING SHALL EXTEND 6" ABOVE AND BELOW BAND JOIST. ALUMINUM THAT COMES IN CONTACT WITH ANY PRESSURE TREATED LUMBER (I.E. DECK/PORCH LEDGER BOARDS, SILL PLATES, ETC.) MUST BE PVC COATED SIDE FACING TOWARDS THE PRESSURE TREATED MATERIAL, REFER TO EXT-30 SERIES STANDARD DETAILS.. 07 46 00.01 CONSTRUCTION MANAGER TO VERIFY SHUTTERS WILL FIT ON EXTERIOR, (I.E. NO CONFLICTS WITH QUOINS, EAVES) 07 46 00.02 ALL CANTILEVER AREAS MUST BE PROPERLY FINISHED AND SEALED ON UNDERSIDE. 07 46 00.03 DECORATIVE CIRCULAR LOUVERED VENTS: - 4'-0" FROM PEAK TO CENTER FOR 18" DIA. VENTS, U.N.O. - 5'-D" FROM PEAK TO CENTER FOR 24" DIA. VENTS, U.N.O. - 5'-0" FROM PEAK TO CENTER FOR 30" DIA. VENTS, U.N.O. - 6-0" FROM PEAK TO CENTER FOR 36" DIA. VENTS, U.N.O. 07 62 00.01 ALL 2 X, 5/4 X, AND 1 X RAKE BOARDS, AND TRIM BOARDS (EXCEPT AT OVERHEAD GARAGE DOOR JAMBS) SHALL BE ALUMINUM WRAPPED. 07 62 00.02 GUTTER AND DOWN SPOUTS SHALL BE ALUMINUM, DOWN SPOUTS SHALL BE 3" w/ TERMINATION OVER SPLASH BLOCKS 07 72 00.01 ATTIC VENTILATION: PLACE RIDGE VENT ON ALL ROOF RIDGES, NO MORE THAN 4'-0" FROM THE END OF RIDGE AND NO LESS THAN 2'-0". PROVIDE CONTINUOUS 12" FULLY VENTILATED SOFFIT IN 1'-0" ROOF OVERHANG SOFFIT VENTING AT ALL EAVES AND SOFFITS EXCEPT AT PORCH CEILINGS OR AS NOTED, DIVISION 08 OPENINGS 08 10 00.01 GARAGE/LIVING DOOR: THE DOOR BETWEEN THE GARAGE & LIVING SPACE SHALL BE A 1 3/4"THICK HONEYCOMB STEEL OR 20 MINUTE RATED DOOR, MINIMUM. PROVIDE SELF -CLOSING HINGE, IF REQUIRED. 08 10 00.02 EXTERIOR DOOR MANUFACTURED BY PEACHTREE (U.N.O.) DOOR SIZES NOTED ON FLOOR PLANS. 08 10 00.03 HOT WATER CLOSET DOOR; LOUVERED DOOR REQUIRED WITHOUT CONCENTRIC VENT. SIZE NOTED ON PLANS 08 10 00.04 ATTIC ACCESS/UNFINISHED STORAGE DOOR: THE DOOR BETWEEN THE LIVING SPACE AND UNCONDITIONED ATTIC SHALL BEAN INSULATED DOOR. 08 5000.01 BASEMENT WINDOWS SHALL BE 32"X17" (U.N.O.). FOUNDATION SUBCONTRACTOR AND TOLL CONSTRUCTION MANAGER TO ANALYZE THE FOUNDATION OF EACH HOME TO DETERMINE EXACT LOCATION AND QUANTITY OF BASEMENT WINDOWS. THE CONSTRUCTION MANAGER TO VERIFY NONE ARE ELIMINATED AND THERE ARE NO CONFLICTS WITH REAR DOORS, OPTIONS, CANTILEVERED FLOOR FRAMING, ETC. BASEMENT EGRESS SHALL BE (1) 4' WIDE X 4' HIGH ANDERSEN GLIDING WINDOW WITH SCREEN INSTALLED IN CONCRETE FOUNDATION WALL ALONG WITH WINDOW WELL AND CLEAR COVER. EXACT LOCATION OF BASEMENT EGRESS WINDOW TO BE DETERMINED IN FIELD BY P.M./C.M. BASEMENT EGRESS WINDOW IS NOT REQUIRED WHEN EITHER OPTION #015-EXTERIOR BASEMENT ENTRANCE, OPTION #017-WALK-OUT BASEMENT OR #018-DAYLIGHT BASEMENT ARE ORDERED. REFER TO STANDARD DETAIL FND-21 FOR BASEMENT EGRESS WINDOW. 08 50 00.02 WINDOW MANUFACTURED BY SILVERLINE (U.N.O.). SIZES NOTED ON PLANS ARE ANDERSON NOMANCLATURE (SILVERLINE SIZES TO APPROXIMATE ANDERSON SIZES). ALL SLEEPING ROOM WINDOWS (REQUIRED FOR EGRESS) SHALL MEET THE REQUIREMENTS OF THE NATIONAL, STATE, OR LOCAL CODES FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. 08 5000.03 WINDOW HEADER HEIGHTS (U.N.0): 8' WALL HEIGHT 9' WALL HEIGHT 10' WALL HEIGHT 10' WALL HEIGHT (AQ FRONT ELEVATION) KITCHEN CASEMENT KITCHEN DOUBLE HUNG (AQ ONLY) TRANSOMS - KITCHEN/BATH OVER VAN OPT. 159 - AR31 OPT. 157 - 2846 w/ CTN28 1ST FLOOR 2ND FLOOR 7'-2 7/8" 8'-2 7/8" 7'-2 7/8" 8'-9 3/8" - 8'-2 7/8" - T-8 1/2" 8'-2 7/8" T-4 5/8" 8'-4 5/8" 8'-4 5/8" 7'-4 5/8" 08 50 00.06 "Z" FLASHING: INSTALL AT PALLADIAN WINDOW PANEL, AS REQUIRED. 08 50 00.07 SIDELIGHT GLAZING AT EXTERIOR DOOR SHALL BE TEMPERED. 08 50 00.08 WINDOWS SHALL COMPLY WITH THE FOLLOWING: IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISH GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4INCH DIAMETER SPHERE CANNOT PASS. DIVISION 09 FINISHES 09 20 00.01 GARAGE - CEILINGS AND DROPPED BEAM SURFACES TO HAVE (1) LAYER OF 5/8"THICK TYPE 'X' GYPSUM. ALL INTERIOR GARAGE WALLS TO HAVE (1) LAYER OF 1/2" GYPSUM, (NEW JERSEY AND ILLINOIS: - ALL INTERIOR GARAGE WALLS AND EXTERIOR LOAD BEARING GARAGE WALLS TO HAVE (1) LAYER OF 5/8" TYPE'X' GYPSUM ON THE GARAGE SIDE OF THE WALL. GARAGE CEILING TO HAVE (2) LAYERS OF 5/8" THICK TYPE 'X' GYPSUM WHERETHERE I5 LIVING SPACE ABOVE ATTACHED PRIVATE GARAGE.) 09 20 00.02 BASEMENT STAIRWELLS TO RECEIVE DRYWALL TO STAIR STRINGER AND DOWN TO BOTTOM OF LOWER STAIR. 09 20 00.03 DRYWALL ATTACHMENT (WITH OR WITHOUT ADHESIVE) FOR WALLS UTILIZING THE PRESCRIPTIVE METHOD: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS, FOR CEILINGS: INSTALL CODE APPROVED NAILS PER IRC TABLE R702.3.5 @ 7" O.C. OR No.6 - 1 1/4" TYPE S OR W SCREWS @ 7" O.C. AT ALL FRAMING MEMBERS. FOR SPECIFICALLY ENGINEERED HOMES DESIGNED TO RESIST LATERAL NOT UTILIZING THE PRESCRIPTIVE METHOD, No.6 - 1'/4" TYPE S OR W SCREWS MAY BE INSTALLED @ 8" O.C. AT EDGE SUPPORTS AND 12" O.C. AT INTERMEDIATE SUPPORTS. 09 24 23.01 DELETED 09 24 23.02 DELETED DIVISION 10 SPECIALTIES 10 28 00.01 MEDICINE CABINETS: - MASTER BATH SIDE WALL (AGE QUALIFIED AND ATTACHED) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) - HALL (SECONDARY) BATH SIDE WALL (ALL PRODUCT LINES) 14"x 18" (56" A.F.F. TO BOTTOM OF ROUGH OPENING) 10 28 00.02 PANTRY AND LINEN CLOSETS: INSTALL (4) 16" DEEP SHELVES IN EACH CLOSET AT THE FOLLOWING HEIGHTS ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. SUBFLOOR: +2'-D", +3'-4"1 +4'-8"1+ 6'-0". 10 28 00.03 CLOTHES CLOSETS: THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS SINGLE SHELF SHALL BE 70" ABOVE SUBFLOOR. THE TOP OF ALL CLOTHES CLOSET SHELVING SHOWN AS DOUBLE SHELF SHALL BE 42" AND 84" ABOVE SUBFLOOR. 10 28 00.04 LAUNDRY ROOM SHELVING SHALL BE A SINGLE 12" SHELF ABOVE THE WASHER & DRYER- LOCATED 58" ABOVE SUBFLOOR. INSTALL SHELF WALL TO WALL UNLESS SHELF WOULD CONFLICT WITH A DOOR OR WINDOW OPENING. DIVISION 21 FIRE SUPPRESION 21 10 00.01 FIRE SUPPRESSION: WHERE REQUIRED, RE'.SIDENTIAL FIRE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH IRC2012 SECTION P2904 OR NFPA 13-D, AS WELL AS STATE AND LOCAL REQUIREMENTS. DIVISION 31 EARTHWORK 3120 00.01 FOUNDATION DRAINS: EXTERIOR 4" PERFORATED PIPE IN 2" OF #2B STONE. STONE SHALL EXTEND 12" BEYOND OUTSIDE EDGE OF FOOTING AND 6" ABOVE TOP OF FOOTING, AND COVERED WITH APPROVED FILTER FABRIC MEMBRANE. INTERIOR 4" PERFORATED PIPE IN 2" OF 92B STONE. INTERIOR DRAIN IS AVAILABLE TO MITIGATE FOR RADON. 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