The URL can be used to link to this page

Home My WebLink About0 ROTARY PAVILION10/6/2016 Webmail :: Fwd: 8413- Rotary Pavilion subiec'r. Fwd: 8413 - Rotary Pavilion From Elzear Rodrigue <elzear rodrigue@aol.com> To <trodrigue@grvinc.com> Da-- 701.6-1 0-06 1 0):30 • 8513'Approval Set 10-5-16.pdf (-1016 KB) —Original Message-7- From: Oliver Bourgeois <obourgeois@unalam.com> To: elzear rodrigue <elzear rodrigue@aol.com> Sent: Wed, Oct 5, 2016 2:35 pm Subject: 8413 - Rotary Pavilion Al, Attached are the for approval drawings forjob 8513 - Rotary Pavilion. Please review these drawings for compliance with project requirements and return a signed approval to move job into production. We will need an approved stain color as well to start production process. Please note a structural fascia (not currently included) is required to support decking in corners. Snap Shot below. Fasc Oliver J Bourgeois Project Manager, Unalam 18 Clifton St., PO Box K Unadilla, NY 13849 Phone- (607) 369-9341 https://mai[.b.hostedemaii.com/? task=mail& safe=l& uid=14391& mbox=[NBOX& action=print& extwin=l 1/1 CV SPECIFICATIONS ROOF FRAMING PLAN ISOMETRIC All Dimensions on our drawings must be verified by Approving Agency. Approved ( ) Approved as Corrected ( ) Resubmit ( ) By: _ Date: Company 7000 fbm 2X6 (11" X 5") NET. #1 SOLID SOUTHERN YELLOW PINE, EV1 S, T&G, EM. R/L. STAIN COLOR— DECKING 2" SOLID DECKING APPLICATION: Lay decking with pattern face oriented to the desired view. Each plank should be nailed to each support, and, wherever joints occur over supports, both abutting ends should be nailed to the support. Planks should be fastened to supporting beams with two 16d nails at each beam. One should be toenailed, the other driven through the face of the plank. NAILS NOT IN CONTRACT. CONTROLLED RANDOM LAYOP This arrangement is applicable to four or more supports. Joints in the same general line (within C of being in line each way) must be separated by at least two intervening courses. In the end bays, each piece must rest on at least one support and must continue over the first inner support for at least 2'. KILN DRIED —SOUTHERN YELLOW PINE ADHESIVE —WATERPROOF GLUE (WET —USE) A.I.T.C. GRADE —ARCHITECTURAL HARDWARE —PER DETAILS & LIST WRAP —INDIVIDUAL STAIN COLOR- 1—COAT SEALER —NO 1—COAT THOMPSON'S WATERSEAL—NO CCA TREATED—.6 pcf BEFORE GLUING (AS NOTED) ALL STEEL A-36 ALL BOLTS A307 ELECTRODES E60XX OR E70XX ALL STEEL JOINTS FILLET WELDED (UNLESS NOTED) " FOR UP TO MATERIAL " FOR UP TO MATERIAL " FOR THICKER MATERIAL GRAY WATERBORNE ANTI CORROSIVE PRIMER —ON ALL STEEL HOT DIPPED GALVANIZED —ON ALL HARDWARE LAMINATED WOOD SHALL BE PROTECTED FROM DIRECT CONTACT WITH CONCRETE OR MASONRY BY A WATERPROOF BARRIER PROVIDED AND INSTALLED BY OTHERS. (NIC) (NIC)=NOT IN CONTRACT CORRECTION OF MINOR MISFITS AND A REASONABLE AMOUNT OF CUTTING, REAMING, REDRILLING OR ALIGNMENT WITH DRIFT PINS SHALL BE CONSIDERED LEGITIMATE EXPENSES OF ERECTION. IN THE EVENT OF ERROR, DEFECT IN MATERIALS AND/OR WORKMANSHIP OF SHOPWORK WHICH PREVENTS THE PROPER ASSEMBLING AND FITTING OF PARTS BY THE MODERATE USE OF DRIFT PINS OR MODERATE AMOUNT OF REAMING AND SLIGHT CUTTING, IMMEDIATELY REPORT TO THE SELLER AND OBTAIN SELLER'S APPROVAL AND METHOD OF CORRECTION. ALL WOOD MEMBERS MUST BE ADEQUATELY BRACED UNTIL THE COMPLETE STRUCTURAL SYSTEM IS IN PLACE, INCLUDING DECKING, IF APPLICABLE. LATERAL SUPPORT IS BY OTHERS (NIC). WE ASSUME ALL NON —TREATED LAMINATED MATERIAL WILL BE PROTECTED FROM EXTERIOR EXPOSURE TO THE ELEMENTS. ALL CCA—TREATED SURFACES SAWN AFTER GLUING , ARE TO BE RETREATED, PER AWPA—M4. ALL CCA—TREATED MEMBERS WILL RECEIVE (1) COAT OF FACTORY APPLIED STAIN. IT WILL BE THE OWNERS RESPONSIBILITY TO PROVIDE MAINTENANCE OF CCA—TREATED MEMBERS TO MAINTAIN THIS WATERSEAL. (NIC) MOVEMENT/HORIZONTAL DEFLECTION: CONSIDERATION MUST BE MADE TO ACCOMMODATE THE DEFLECTION OF THE WOOD STRUCTURAL FRAMING SYSTEM. CONSIDERATION MUST ALSO BE MADE TO ACCOMMODATE DIMENSIONAL CHANGES IN THE WOOD MEMBERS DUE TO CHANGES IN HUMIDITY CONDITIONS. SLIP JOINTS SHOULD BE USED AT GLASS FRAMING AND NON —LOAD BEARING PARTITIONS. STORAGE, ERECTION & PRECAUTIONS LAMINATED MEMBERS ARE A FINISHED PRODUCT AND WRAPPED FOR PROTECTION DURING SHIPMENT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE MATERIALS AT ALL TIMES AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS MUST BE PROTECTED FROM THE ELEMENTS. PLACE MEMBERS ON BLOCKS, LEVEL WELL OFF THE GROUND, AND SEPARATE WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. STORE STACKS UNDER ROOF OR COVER TOP AND SIDES WITH TARP. PUNCTURE BOTTOM SIDE OF WRAP TO ALLOW ACCUMULATED MOISTURE TO DRAIN. USE NON —MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON MEMBERS UNTIL THEY ARE PROTECTED AGAINST RAIN AND SUNLIGHT, HOWEVER IF THE PAPER HAS BEEN TORN OR PARTLY REMOVED DURING STORAGE OR ERECTION. IT SHOULD BE COMPLETELY REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAMINATED MEMBERS BY SUNLIGHT. THESE LAMINATED MEMBERS RECEIVE (1) COAT OF FACTORY APPLIED STAIN. IF THEY BECOME WET DURING SHIPMENT OR CONSTRUCTION OF THE BUILDING, OR IF THEY ARE CLEANED IN ANY WAY, THESE MEMBERS SHOULD BE UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD. �\WTE or TIM4, `P C�UAU7P CONTROL PROVIDED PER PRODUCT STANDARD AANSI TIC A1TC A780.1-07 AND ARC 117-04 MEMBERS STAMPED. CERTIFICATE OF CONFORMANCE FURNISHED CONTROLLED RANDOM LAYUP I I I 1 There must be a minimum distance of 2' between end joints in adjacent courses. To provide lateral restraint for the supporting member, I I I I I the pieces in at least the first and second courses must bear on at — least two supports with end joints in these two courses occuring in alternate I I I I I I supports. This pattern must be repeated at a maximum of I I SPAN I I 2I I every seven intervening courses. If another provision, such as plywood BEAM overlayment, is made to provide c^ntinuity, this pattern is not required. SUPPORT LOADING 35 pef GROUND SNOW 95 mph WIND WA-2 T� co 6j" S-1 8 REQ'D PER—CONN 1 NWA-1 6NMB's J"O X 64" 6NMB's J"b X 84" 3NMB's J" O X 10i" 15 N H EX NUTS J"O WA-1 CONSIST OF 1 NFE-1 J" X 11 N" X 24j" X SK 2—W— 1AJ"X 13j"X 14j"XSK 2NW--1BJ"X6"X8" 2NFE-1 C J" X 9j" X 11 2NFE-1DJ"X7"X 11" fE-2 M" O's I I 4 CD I I in I N CJ N I M I.n T I I S-2 1 REQ'D PER—CONN 1 —WA-2 8—STUDS J"O X 14" 8—STUDS J" O X 30" 8—STUDS J" O X 46" 24 WASHERS J" O 48NHEX NUTS J" O WA-2 CONSIST OF 8NFE-2 4" X 7" X 161" 1 N FE— 2A J" X 17j" X 17j" X S K 00 Qc) WA-1� -'I ==3 1A ff 1 f�=11►1== P-1A I H"O's 1 l„ 21» 2jr, 1„ 5j" 8j" 5j" » 6j„» a a o a v0 o o O Q" P, � lb 010 Q Q �-1 WA-3R s MB's J" O X 61" WA-3XR FF- M B's J" O X 8„ J B-3/4/5 sWA-3XL J"OWA-3L MBX 61" S-3 24 REQ'D PER—CONN 1 NWA-3L 1 NWA-3R 1 NWA-3XL 1 NWA-3XR 4NMB's J" O X 61" 4NMB's J" O X 8" 8—HEX NUTS j"b WA-3 Lf R CONSIST OF 1NFE-3J"X3"X6R"XSK 1 NFL.-3A>' X 6» X 84" WA-3X L/R CONSIST OF 1NFE-3j1)X3"XQ"XSK 1 Nf--3X J" X 6" X 6" WT II II I£ 3X co "i 1 l" 10A" FL— 1A H"O's 8j»„ 7x» 1» �Ir FP--1C rl� H„ O,s i� ,;) 94to 51 I„ 1 i� P— 1 D H„ O's 7„ r � 6 1 l" 6" WA-3L M"O's WA-3XL R„ O,s 44» 1 l„ 6" r� All Dimensions on our drawings must be verified by Approving Agency. Approved ( ) Approved as Corrected ( ) Resubmit ( ) By: — Date: _ Company S-1 S-2 S- 1 N I I 00 00 1 1V 99 2M99_.. . 3.7 3„ 51+, ,'5 Sol. #3 N c 12 26'-7j" B-1 64 X 16 8 REQ'D STRESS COMB.=24F-V3 ■ R I i i + i - y i i i "lV) SS-1 SHT. #3 / J"O'S EFW i i 4 S-3 SHT. #3 693) 2A„ 71 8„ S-3 SHT. #3 2�e" �KV � 6 „ S-3 SHT. #3 74 4"O's 4'-41%" LAM LG. B-5 5 X 8 8 REQ'D STRESS COMB.=24F—V3 B-4 5 X 8 8 REQ'D STRESS COMB.= 24F—V3 1 f) 1 S-3 • 19 18'-7?9" LAM LG. B-2 5 X 141 8 REQ'D STRESS COMB.=24F—V3 1 7'._ 1 11" 1 Ann I r_ V I I ts L "I VI LIJ. B-3 5 X Q6, 8 REQ'D STRESS COMB.=24F—V3 S-3 m c