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Home My WebLink AboutPLAN REVIEW-COMMENTSar e MAROADA SYSTEMS 4005Maronda Way Sanford, F! 32771 (407)321-0064 Fax (407)321-3913 i -- Date: 6/7/2013 To: Building Department f SC ANNED RV From: Maronda Systems st te'teiP,f"Al0 � 1 Tomas Ponce J Professional Engineer State Of Florida # 50068 Subject: Plan Review Comme7ts Job: 30A00201 Permit: 1302-00800 I Address: 2530 MAODEWOOD DR., FORT PIERCE, FL 34981 Sub -Div: MEL I- 30A Lot: 2 Model: WCTM64B Block: 1 I Issue: FL1654 product approval listing not indicating system and pressure. Staples are not referenced as an approved fasteners. FL1654 System is listed in 1F System W-32. Please Repair: (Table see attached section of Product Approval document submitted from manufacture. In relation to Staples as an approved fastener Table 2304.9.1 Item 31 Calls out 1 3/4" 16 gage for 1/2 and less, 19/32 to 3/4" 2" 16 gage is staples. There is an error/ oversight in item 31 that in fact omitted the word "Staple". The sections above and below have not omitted the "Staple". Staples are an approved connection for wood structural panels. See attached Table 2304.9.1 i y ?F,�+ot;rii'a7j'65�(':�• �i7��6' r :u eyr' u �,^ please feel free to contact me anytime 407-321-0064 Ext 115 �.J G d� [ K, �« 0 7e IRC16 aeP A20 I TRINIiY i ERD APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application I Type Description Page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -Off) or Recover I B Mach. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 SC Wood New, Reroof (Tear -Oft) or Recover C Mach. Attached Insulation, Bonded Roof Cover 6 SD Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mach. Attached Base Sheet, Bonded Roof Cover 7 lE Wood New or Reroof (Tear -Off) I E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8-9 2A teel�r'rTE�(yew�,fReroofl('fear-Off or ecove� BaM?h: Affa—chediBass ligu-15`tian'%. Bonded Top Insulation, Bonded Roof Cover 10 2B Steel or Conc. New, Reroof (Tear -Off) or Recover I C Mech. Attached Insulation, Bonded Roof Cover 10 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11 3A-1 Concrete New or Reroof (Tear -Oft) j A-1 Bonded Insulation, Bonded Roof Cover 12-15 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 4A LWIC New or Reroof (Tear -Off) i A-1 Bonded Insulation, Bonded Roof Cover 18-19 4B LWIC New or Reroof (Tear -Off) ! A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 4C LWIC New or Reroof (Tear -Off) I E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23 SA CWF New or Reroof (Tear -Off) I A-1 Bonded Insulation, Banded Roof Cover 24 5B CWF New, Reroof (Tear -Off) or Recover I A-2 Mech. Attached Anchor Sheet, Banded Insulation, Bonded Roof Cover 25 5C CWF New, Reroof (Tear -Off) or Recover I B Mech. Attached Base Insulation, Banded Top Insulation, Bonded Roof Cover 25 SO CWF New, Reroof (Tear -Off) or Recover I C Mech. Attached Insulation, Bonded Roof Cover 26 SE CWF New, Reroof (Tear -Off) or Recover I E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26 6A Gypsum New or Reroof (Tear -Off) I A-1 Bonded Insulation, Bonded Roof Cover 27 6B Gypsum New, Reroof (Tear -Off) or Recover I A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28 6C Gypsum New, Reroof (Tear -Off) or Recover I C Mech. Attached Insulation, Bonded Roof Cover 28 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28 7A Various Recover I A-1 Bonded Insulation, Bonded Roof Cover 29-30 7B Various Recover ! F Non -Insulated. Bonded Base Sheet. Bonded Roof Cover 30 1. Roof decks shall.be in accordance with FBC requirements to the satisfaction of the AH). Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: • Wood: Minimum 0.75-Inch penetration. • Steel: Minimum 0.75-inch penetration and engage the top Flute of the steel deck. ➢ Concrete: Minimum 1-Inch embedment Into pilot hole in accordance with fastener manufacturer's published installation Instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and; for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cover. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R9 for FL1654-R11 Certificate of Authorization #9503 Revision 9: 08/21/2012 Prepared by: Robert Nleminen, PE-59166 Appendix 1, Page 1 of 30 i I K s I I I I TRINITY I ERD TABLE 1E: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Roof Deck Base Sheet Roof Cover MOP (psf) Base Fasteners Attach Ply Cap No. Min. 19/32-Inch plywood at i 32 ga., 1-5/8-Inch diameter 6-Inch o.c. in 4-Inch lap and 6-Inch o.c. in four, (Optional) One or more BP -AA, SBS-AA, SBS- W-30 max. 24-Inch spans attached Elastobase or Elastobase Poly tin caps with 11 ga. annular equally spaced, SBS-AA, SBS-TA TA, APP-TA -112.5 6-inch 0.c. with #8 screws I ring shank nails staggered center rows or APP-TA 32 ga., 1-5/8-Inch diameter 6-inch O.C. In 4-inch lap (Optional) One or more SBS-SA (no W.31 Min. 19/32-inch plywood at max. 24-Inch spans attached Elastobase or Elastobase Poly with poly [in caps with 11 ga. annular ring shank nails. Note: Tin and 6-Inch o.c. in four, Elastoflex SA V SBS-SA, APP- SA, SBS-TA or -112.5 6-Inch o.c. with #8 screws top surface caps are to he primed with equally spaced, staggered center rows Base or Elastoflex SA Base), APP-TA PG300 or AS7M D41 primer. -FR SBS-TA or APP-TA TA 1F: WOOD DECKS -NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F: NON-INSU ED, BONDED ROO COVER Roof Cover System No. Deck Primer MOP (psf) Joint Treatment Base Ply Cap • "VJ-32 Min j9/321nch P1YWood af:i x 24 inc spans attach with _ (Optional) 100. NoOe BS.;SA (Optional) SBS=S , Ei57A,p[aPP=TA BrSA;*APP-SA ' SBS-TA Inch o:c. ed ring shank nail or AP -T-f0 W-33 Min. 15/32-inch plywood at max. 24-Inch spans attached 6- (Optional) PG100 Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus, rolled Elastoflex SA V Base or Elastoflex (Optional) SBS-SA, SBS-SA, APP-SA, -97.5 with #12 screws Into plate [o create continuous bond. SA V FR Base SBS-TA or APP-TA SBS-TA or APP-TA rnho.c. 15/32-Inch plywood at Plywood joints are covered with 4-Inch Elastoflex SA V Plus (Optional) SBS-SA, SBS-SA, APP-SA, W-34 24-Inch spans attached 6- (Optional) PG300 widelstrIps of Elastoflex SA V Plus, rolled or Elastoflex SA VSBS-TAor APP-7A SBS-TA or APP-TA -135.0 o.c. with #12 screws into place to create continuous bond. Plus FR Exterior Research and Design, LLC. d/b/a TrinitylERD Certificate of Authorization #9503 Prepared by: Robert Nleminen, PE-59166 Evaluation Report P9290.02.08-R9 for FL1654-Rll Revision 9: 08/21/2012 Appendix 1, Page 9 of 30 I WOOD i (TABLE 2304.9.1 FASTENING SCHEDULE R t CONNECTION I FASTENING81m LOCATION 3-8 d common (21/2" x 0.131� 1. Joist to sill or girder 3- 3" x 0.131" nails toenail 3- 3" 14 gage stales 2. Bridging to joist 1 2 - 8d common (21/2" x 0.131'� 2 - 3" x 0.131" nails toenail each end 2 - 3" 14 gage staples 3. 1" x 6" subfloor or less to each joist 2 -,8d common (21/2" x 0.131'� face nail 4. Wider than 1" x 6" subfloor to each joist 3 - �8d common (21/2" x 0.131� face nail 5. 2" subfloor to joist or girder 2 -� 16d common (31/2"x 0.16T blind and face nail 6. Sole plate to joist or blocking 16d (31/2" x 0.135 0 at 16" o.c. 3"; x 0.131" nails at 8" o.c. typical face nail 3'i 14 gage staples at 12" o.c. Sole plate to joist or blocking at braced 3 16d (31/2" x 0.135'� at 16" o.c. wall panel 4 3" x 0.131" nails at 16" o.c. braced wall panels 41- 3" 14 gage staples at 16" o.c. 7. Top plate to stud 2;- 16d common (31/2" x 0.162'0 3� - 3" x 0.131" nails end nail 3'- 3" 14 gage stales 8. Stud to sole plate i 4 - 8d common (21/2" x 0.13 Y 4 - 3" x 0.131" nails toenail 3 - 3" 14 gage staples 2 - 16d common (31/2" x 0.162'0 3 - 3" x 0.131" nails end nail 3 - 3" 14 gage staples 9. Double studs �16d (31/2"x 0.135'� at 24" o.c. 13" x 0.131" nail at 8" o.c. face nail 3" 14 gage staple at 8" o.c. 10. Double top plates 16d (31/2" x 0.135'� at 16" o.c. 3" x 0.131" nail at 12" o.c. typical face nail 3" 14 gage staple at 12" o.c. Double top plates 8 - 16d common (31/2"x 0.162'� 112 - 3" x 0.131" nails lap splice 12 - 3" 14 gage staples i 11. Blocking between joists or rafters to top plate 13 - 8d common (21/2" x 0.131'� 3 - 3" x 0.131" nails toenail 3 - 3" 14 gage staples 12. Rim joist to top plate 8d (21/2" x 0.131'J at 6" o.c. 3" x 0.131" nail at 6" o.c. toenail ' 3" 14 gage staple at 6" o.c. 13. Top plates, laps and intersections 2 - 16d common (31/2" x 0.162 3 - 3" x 0.131" nails face nail 3 - 3" 14 gage staples 14. Continuous header, two pieces 16d common (31/2"x 0.162'� 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common (21/2"x 0.131')e" 5 - 3" x 0.131" nails toenail 5 - 3" 14 gage staples E 16. Continuous header to stud 14 - 8d common (21/2" x 0.131� toenail f' (continued) 23.12 2010 FLORIDA BUILDING CODE - BUILDING v WOOD TABLE 2304.9.1--continued FASTENING SCHEDULE CONNECTION I FASTENINGBj1O LOCATION 17. Ceiling joists, laps over partitions 3-1 1 6d common (31/2"x 0.162'� minimum, (see Section 2308.10.4.1, Table 2308.10.4.1) Table 2308.10.4.1 face nail 4 - 3" x 0.131" nails 4 - 3", 14 gage staples 18. Ceiling joists to parallel rafters 3-16d common (31/2" x 0.162'� minimum, (see Section 2308.10.4.1, Table 2308.10.4.1) Table 2308.10.4.1 face nail 4 - 3" x 0.131" nails 4 - 3" 14 gage staples 19. Rafter to plate 3 - 8d common (21/2"x 0.131� (see Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nails toenail age staples 2 - 8d common (21/2"x 0.131� 20. 1" diagonal brace to each stud and plate 2 - 3" x 0.131" nails face nail 3 - 3" 14 gage staples 21. 1" x 8" sheathing to each bearing 3 - 8d common (21/2" x 0.131'� face nail 22• Wider than 1" x 8" sheathing to each bearing 3 - 8d common (21/2" x 0.131'� face nail 23. Built-up corner studs 16d common (31/2"x 0.162") 24" o.c. 3" x 0.131i' nails 16" o.c. 3" 14 gage, staples 16" o.c. 24. Built-up girder and beams 20d common (4" x 0.192'� 32" o.c. face nail at top and bottom staggered 3" x 0.131" nail at 24" o.c. on opposite sides 3" 14 gage staple at 24" o.c. 2 - 20d common (4" x 0.192'� 3 - 3" x 0.131" nails face nail at ends and at each splice 3 - 3" 14 gage staples 25. 2" planks i 16d common (31/z' x 0.162'� at each bearing 26. Collar tie to rafter 3 - IOd common (3" x 0.148") 4 - 3" x 0.131" nails face nail 4 - 3" 14 gag6 staples 27. Jack rafter to hip 3 - 10d common (3" x 0.148") 4 - 3" x 0. 13 11 nails toenail 4 - 3" 14 gage 'staples 2 - 16d common (31/2" x 0.162'0 3 - 3" x 0.131" nails face nail 3 - 3" 14 gage staples 28. Roof rafter to 2-by ridge beam 2 - 16d common (31/2" x 0.162 3 - 3" x 0.131" nails toenail 3 - 3" 14 gage staples 2 -16d common (31/2"x 0.162'� 3 - 3" x 0.131" nails face nail 3 - 3" 14 gage staples 29. Joist to band joist 3 - 16d common (31/2" x 0.162'1 4 - 3" x 0.131" nails face nail 4 - 3" 14 gage staples (continued) 2010 FLORIDA BUILDING CODE - BUILDING 23.13 WOOD i TABLE 2304.9. !—continued FASTENING SCHEDULE CONNECTION I FASTENING31 m LOCATION 30. Ledger strip 3 - 16d common (31/2"x 0.162'� 4 - 3" x 0.131" nails face nail at each joist 4 - 3" 14 gage sta les 31. Wood structural panels and particleboard' Subfloor, 1/2" and less 6d`• 1 roof and wall sheathing (to framing) I 2 3/8 " x 0.113" nail° I 1�/4,�'�16 gager I 15/32" to 1962" 8d common (roofs in 110-140 1 V d mph (Exp. B) 6 inch o.c. edges and Single Floor (combination subfloor-underlayment 19/" t0 3/I 8dd 6d` intermediate, 4 inch o.c. at to framing) 324 or component and cladding edge 23/8 " x 0.113" nailp strip # Zone 3 [refer to Figure ',:,y,.6 gage' 30.5-1 of ASCE 71 7/81,to 1" gdc 11/8" to 11/4'i 10dd or 8dd 3/4" and less 6d` 7/8 " to 1" 8d` 11/8 " to 11/4"1 lOdd or 8d` 32. Panel siding (to framing) 1/2 " or less 6df 8df 33. Fiberboard sheathings 112" No. 11 gage roofing nail' 6d common nail i x No. 16 gage stapleIe' 25/32No. 11 gage roofing n ah 8d common nail (21/2"x 0.131) No. 16 gage staple' 34. Interior paneling 1/4 " I `dJ 3/ " 6dk For SI: 1 inch = 25.4 mm. a. Common or box nails are permitted to be used except where otherwise stated. I b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for"wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 21/2 " x 0.131"; 1 Od - 3" x 0 448'J. d. Common (6d - 2" x 0.113"; 8d - 2'/2 " x 0.131"; l Od - 3" x 0.148'�. e. Deformed shank (6d - r x 0.113"; 8d - 2'/2 " x 0.131"; l Od - 3" x 0.148'�. f. Corrosion -resistant siding (6d - 1'/s" x 0.106"; 8d - 21/s" x 0.128'1 or casing (6dl- 2" x 0.09Y , 8d - 21/=' x 0.113') nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with'/16 inch -diameter head and 1'/2-inch length for'/2-inch sheathing and 13/; inch length for u/32 inch sheathing. i. Corrosion -resistant staples with nominal'/16-inch crown or 1-inch crown and 1 V/4=inch length for'/2 inch sheathing and 1'/2-inch length for'5/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the, panel, unless otherwisemarked). j. Casing (1'/2' x 0.080') or finish (11/2" x 0.072') nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails (2'/2 " x 0.113'1 are the minimum required for wood structural panels. in. Staples shall have a minimum crown width of/16 inch. i n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at interme- diate supports for roof sheathing. �"�,�— M Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. 23.14 2010 FLORIDA BUILDING CODE — BUILDINGS _'w,",