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Home My WebLink AboutBUNG-20r TOP LINE ENGINEERING, LLC 1 STRUCTURAL ENGINEERS January 20, 2021 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Superior Sheds Plan # BUNG-20 Dear Mr. Campbell, Pursuant to the requirements of the Department of Business 8, Professional Regulation, the above referenced documents have been reviewed for compliance with: 2020 Florida Building Code, 71h Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61 G20-3.006 (FAC) All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. These documents were reviewed for only what is to be constructed in the factory. Any work performed at the site, such as the foundation, is under the authority and jurisdiction of the local Building Official. Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all the applicable codes, which may or may not be identified in this review. Approval also does not preclude the local building official from requiring work be performed that was not previously reviewed, approved, and constructed under the State of Florida's Manufactured (Modular) Building Program to make the building, code compliant, for the intended use. A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC. If you require my assistance in any way, please do not hesitate to contact me. Thank you. Respectfully, William E. eeary, Business Partner Top Line Engineering, LLC BILL.TLE@vahoo.com *** Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 10649 Oakview Pointe Terrace * Gotha * Florida 34734 * Phone 407- 421-4037 * Projects.TLE@yahoo.com FL Certificate of Authorization 31785 NOT APPROVED FOR HVHZ STRUCTURAL LOAD LIMITATIONS WIND LOAD CRITERIA 1. 132 Vasd/170 Vult WIND SPEED (MPH) 2. 1 RISK CATEGORY 3. II BUILDING CATEGORY 4. ENCLOSED ENCLOSURE CLASSIFICATION 5. GCpI = 0.18 INTERNAL PRESSURE COEFFICIENT 5. C EXPOSURE FACTOR 6. 0.85 WIND DIRECTIONALITY FACTOR (Kd) 7. 0.85 GUST RESPONSE FACTOR (Gh) 8. Pr=-93.0 PSF MAIN FRAME STRUCTURE OVERTURNING LOAD 9. COMPONENT & CLADDING LOAD (ROOF) Pr = ZONE 1: -35.63 PSF, ZONE 2: -35.63 PSF, ZONE 3: -65.26 PSF (WALL) PW = ZONE 4: -39.14 PSF, ZONE 5: -46.89 PSF 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: N/A FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. DRAWING INDEX C1 COVER SHEET Al FLOOR PLAN A2 SIDEWALL FRAMING A3 FLOOR FRAMING A4 ROOF FRAMING A5 CROSS SECTIONS A6 ENDWALL FRAMING A7 SCHEDULES *** Please note: Any questions regarding local permitting should be directed to the Manufacturer. The Manufacturer's contact information can be found in the title block of the plans. 2323 S. VOLUSIA AVENUE ORANGE CITY, FLORIDA 32763 (877) 439-7433 GENERALNOTES 1. FOUNDATION PLANS ARE NOT PARTOF THIS PLAN SETAND ARE GOVERNED BY LOCAL JURISDICTION. 2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGEONLY 3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, R402.1. 4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEETCODE. 5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED. 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITYHAVING JURISDICTION AND PERMITTING REQUIREMENTS. 7. ALL W INDOWSAND DOORS TO MEETTHE MINIMUM SPECIFICATIONSPERTHE APPROVED PLANS AND THE FLORIDA BUILDING CODE. 8. IN ACCORDANCE WITH FBC 1609.1.2, "STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEETOR LESS ARE NOT REQUIREDTO COMPLY WITH THE MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE". 9. IN ACCORDANCE WITH FBC 1010.1.1, EXCEPTION(10.) BUILDINGS THAT ARE 400 SQ-FTOR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND TWO-FAMILY RESIDENCES ARE NOT SUBJECTTO THE DOOR HEIGHT AND WIDTH REQUIREMENTSOF THIS CODE. STRUCTURES 400 SQ-FTOR MORE SHALL HAVE AN 80" MINIMUM DOOR. 10. IN ACCORDANCE WITH FLORIDA STATUTE553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGESHEDS BEARING THE INSIGNIA OF APPROVALOF THE DEPARTMENT ARE NOT SUBJECTTO 553.842(FLORIDA PRODUCTAPPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS,TRUSSES, CHORDS, ETC. TO HELP SECURETHESE MEMBERS, PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12. AS PER FBC SECTION 1626.1 EXCEPTION(F): STORAGE SHEDSTHAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESSTHAN 720 SQUARE FEETOR LESSARE NOT REQU IRED TO COMPLY WITH THE MANDATORYWINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. 14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWSAND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLYWITH LOCAL REQUIREMENTS FOR PERMITTING. 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. DESIGN PRESSURES DOORS: 4- 20 PSF WINDOWS: +/-40.10 PSF LISTING AGENCY APPROVAL: TOP LINE ENGINEERING, LLC. BUILDING CODE FBC, 7TH EDITION (2020) RESIDENTIAL CODE FRBC, 7TH EDITION (2020) ELECTRICAL CODE 2017 NATIONAL ELECTRICAL CODE BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED MANUFACTURER SUPERIOR SHEDS, LLC AGENCY TOP LINE ENGINEERING, LLC AGENCY PLAN NUMBER BUNG-20 CONSTRUCTION TYPE V-B FIRE PROTECTION NO FIRE SUPPRESSION SYSTEM NO OCCUPANCY UTILITY ALLOWABLE # OF STORIES 1 WIND VELOCITY 170 MPH, EXPOSURE C FIRE RATING OF EXTERIOR WALLS 0 FLOOR LIVE LOAD - STANDARD 75 PSF FLOOR LIVE LOAD - OPTIONAL 125 PSF FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 10 PSF "R" RATING OF FLOOR,WALL,&ROOF N/A MODULES PER BUILDING 1 SQUARE FOOTAGE 719 SO/FTMAX. HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO HVHZ APPROVED NO TOP LINE ENGINEERING, LLC ..L' TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Nedry, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA BUNGALOW SHED PE LICENSE #38769 All MODULAR PLANS DESIGN, CO. NOT APPROVED FOR HVHZ MODULAR oFoa� ,os PLANS DESIGN, CO. 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED CEILING J-BOX LINE _ -- -— — — — — — — - SOURCE N L LINE � I N I I L LOAD L._.�L.—.—._.—.—.� 11 NEUTRAL SINGLE POLE G.F.I. SWITCH OUTLET ELECTRICAL NOTES & OPTIONS: - AS PER NEX ARTICLE 330.30(B) SECURING OF MC TYPE CABLE. UNLESS OTHERWISE PROVIDED, CABLES SHALL BE SECURED AT INTERVALS NOT EXCEEDING 6FT. CABLES CONTAINING FOUR OR FEWER CONDUCTORS SIZED NO LARGER THAN 10 AWG SHALL BE SECURED WITHIN 12 IN. OF EVERY BOX, CABINET, FITTING, OR OTHER CABLE TERMINATION. ALL WIRING SHALL BE 14 GAUGE 3-WIRE MC CABLE. ENCASE IN ALL METAL BOXES. MAXIMUM NO. OF OUTLETS: MAXIMUM NO. OF LIGHTS: ELECTRICAL WIRING DIAGRAM SCALE: NOT TO SCALE NOTE: 1. MIN. GRADE STUDS: 2"X4" STUDS TO BE Fb = 1200 PSI OR GREATER 2. MIN. ROOF SHEATHING: 29GA CORRUGATED METAL 3. MIN. FLOOR SHEATHING:1/4' PLYWOOD 4. MIN. WALL SHEATHING: D4 ALUMINUM SIDING NOTE: 23" SECTIONS OF 29GA CORRUGATED METAL SIDING FASTENED W/ %4" #8 HEX WASHER SELF DRILLING SCREWS @ 4" ON EDGE & 6" IN FIELD SHED OVERALL LENGTH (MAX. 40'-0") NOTE: SHOWN IS THE 10'-0" x 20'-0" W/ 6'-0" PORCH OPTION T LINE- STRUTUALENGM_ William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 FLOOR PLAN NOTE: SCALE: af8°=T-o° SHEDS TO HAVE A MAXIMUM OF 5 DOORS AND 10 WINDOWS CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA BUNGALOW SHED PE LICENSE #38769 MODULAR STRUCTURE FOR: SUPERIOR SHEDS (877)439-7433 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 MODULAR PLANS DESIGN, CO. MODULAR PLANS DESIGN, CO. I / Julio Orbego :S0 2021.01 No. 38— O F ...........?: 'SS �ONAl6 � 09 .03:5 -05' ' ENDWALL DOOR & WINDOW 6-0" WIDE OR LESS SCALE: NITS 2"X4" SYP#2 STUDS @ 24" O.C. 2"X4"X60" SYP#2 SISTER STUD ATTACHED W/ 10d COMMON — NAILS @ 4" O.C. OPTIONAL HYDROVENT DETAIL SCALE: NTS 3"X6" MITEK MT20 OR EQUIVALENT xI/ 2"X4" SYP #2 BOTTOM J 4"X4" SYP #2 HEADER 21'X4" SYP #2 JACK STUD 2"X4"SYP#2 KING STUD 4"X4" HEADER DETAIL SCALE:NTS 48+FRO 1D DETAIL $" MITEK MT20 _ IR EQUIVALENT "BETWEEN NT IS SECURED S PER INSTRUCTIONS 4"X4" P.T. SKID (CONT ALL STUDS SECURED TO SOLE PLATE AND FLOOR FRAMING W/ SIMPSON H8 TWIST STRAP w/ 4 -10d NAILS ON TOP INTO STUD, SECURING INTO RIM JOIST ON BOTTOM W/ 4-10d NAILS (TYPICAL) (2) 2"X4" W/ 1/2" PLYWOOD — OR OSB FILLER OR (1) 4"x4" 2"X4" SYP4 2 KING STUD ENDWALL 2"X4" SYP#2 ROOF @ 24" O.C. • , 1I�II1 ,JJJ' iJJ�✓i✓ NjJ I. JjJJ,JI JJJ'�IJ� IJjJ IJj �Ji✓io sMPwi �i✓fJJi✓fJ: � _I _ pie✓i✓iS°i✓ 0Gotha, Florida 34734 649 Oakview Pointe Terrace (4" SYP 24" O.C. SHED LENGTH (MAX. 40'-0") eSIDEWALL FRAMING A2 SCALE: 3/8" = V-0" NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE 1 NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040" NOMINAL THICKNESS. SIDEWALL DOOR & WINDOW (TYP)_ SCALE:NTS BUNGALOW SHED MODULAR PLANS DESIGN, CO. MODULAR PLANS DESIGN, CO. 2"X4" SYP#2 SOLE PLATE 2"X6" SYP#2 PERIMETER WALL SHEATHING OPTIONS: T/6" OSB OR SHEATHING EQUIV. OR BETTER CORRUGATED ALUMINUM D4 ALUMINUM SIDING -Yz" OR %" T1-11 SIDING JAMES HARDIE PANEL OR EQUIV. JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV. 29 GA CORRUGATED STEEL METAL SIDING (RUN ANY DIRECTION) THERMO-PLY BLUE (0.135 THICK) W/ VINYL SIDING CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA PE LICENSE #38769 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED SKID RUNNER SPACING" WIDTHS 6-0" 8'-0" 10'-0" 11'-8" 13'-8" A 0'-10" 0'-9" 1'-7" 2'-8" V-10.5" B 51" 6'-6" 6'-10" 6'-4" V-10.5" C - - V-10.5" "VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"X4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SKIDS. T TOP LINE ENGINEERING. LLC STRUCTURAL ENGINEERS William E. Neary, III SMP-51, SMI-79, ICC S185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 FLOOR SHEATHING Q Q 2-1/2" X 1/2" THRU-BOLT SHED OVERALL LENGTH • •N O.C.OPTIONAL I O.C. TY PULLING BLOCK ww"4"l'�IJ,O I ,IOj�,IOy` 10j�,IOj�`�IOIp pWmimimimi ■ •. • ■ • - • SKIDS■ EQUIV. 2"X6" PERIMETER RAIL FLOOR FRAMING PLAN SCALE: 3/8" = 1'-0" FLOOR SHEATHING: PLYWOOD P.T. PLYWOOD T&G P.T. T&G SIMPSON HL33 HEAVY ANGLE _ 2"x6" CONTINUOUS _ P.T. FLOOR JOIST _ CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA NOTCH BUNGALOW SHED PE LICENSE #38769 4"X4" P.T. SKID 4-1/2"X1/2"J ..wr L-1 x 1. 1 iLvv THRU-BOLT (877)439-7433 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 FLOOR JOIST TO SKID CONNECTION SCALE: NTS MODULAR PLANS DESIGN, CO. MODULAR PLANS DESIGN, CO. NOTE: INSTALLATION FOR ALL ROOF SHEATHING OPTIONS AS PER MANUFACTURER INSTRUCTIONS SIDEWALL BELOW —\ D4 ALUMINUM ROOFING w w a a O O U) 2"X4" TRUSSES @ 24" O.C. i7 INE J � O w o RIDGE L Z U) w bo RUNNERS o io w w a a O O J J SHED LENGTH ROOF FRAMING PLAN SCALE: 3/8" = V-0" —ACf_ TOP LINE ENGINEERING. L- STRUCTURALENGI.EE_ William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 BUNGALOW SHED MODULAR PLANS DESIGN, CO. MODULAR PLANS DESIGN, CO. CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA PE LICENSE #38769 x SISTER STUDS FOR 4'-0" FROM ENDWALL (TYP), SISTER STUDS FOR 4'-0" TYPICAL STUD SPACING 24" O.C. MAX „FROM ENDWALL (TYP), MIN. 3:12 2"X4" ROOF TRUSSES MAX. 8:12 @ ENDWALL 24" O.C. 2"X4" SYP#2 COLLAR TIE 2"X5" MITEK MT20 OR EQUIVALENT 2"X4" SYP #2 STUDS @ 24" O.C. 2"X4" SYP#2 BLOCKING 4"X4" P.T. SKID (CONT.) — FLOOR DECKING (CONT.) 2"X4" SOLE PLATE I FLOOR JOISTS @ 16" 0.C.7 2"X6" PERIMETER SHED WIDTH (6'-0", 8'-0", 1 U-0", 1 V-8", 13'-8") eA CROSS SECTION 'A' A5 SCALE: 3/8"=T.0" NOTE: 2"X4" STUDS TO BE Fb = 1200 PSI OR GREATER NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040" NOMINAL THICKNESS. 2"X4" SYP#2 ROOF TRUSSES @ 24" O.C. VARIES 12" MAX. VARIES SEE HEADER w DETAIL a In w K Q FLOOR DECKING (CONY.) 2"X4" SYP #2 STUDS @ 24" O.C. 4"X4" P.T. SKID (CONT.) SHED LENGTH (MAX. 40'-0") ALL STUDS SECURED TO SOLE PLATE WALL SHEATHING OPTIONS: AND FLOOR FRAMING W/ 0.039" 7 1 N FL STRAP w/ 4 W/ NAILS 16" OSB OR SHEATHING EQUIV. OR BETTER ( ) CORRUGATED ALUMINUM ON TOP INTO STUD, SECURING eB CROSS SECTION V - D4 ALUMINUM SIDING INTO RIM JOIST ON BOTTOM AS SCALE:3/8"= V-0" -Y" OR %" T1-11 SIDING W/ 4-10d NAILS (TYPICAL) JAMES HARDIE PANEL OR EQUIV. JAMES HARDIE HORIZ. SIDNG LAP OR EQUIV. - 29 GA CORRUGATED STEEL METAL SIDING 2"X4" SOLE PLATE 2"X6" PERIMETER (RUN ANY DIRECTION) -THERMO-PLY BLUE (0.135 THICK) CONSULTING ENGINEER W/ VINYL SIDING JULIO ORBEGOSO FLORIDA BUNGALOW SHED PE LICENSE #38769 MODULAR STRUCTURE FOR: SUPERIOR SHEDS Julio (877) 439-7433 Orbego T LINE C 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 STRUCTURAL ENGINEERS William E. Neary, III MODULAR PLANS DESIGN, CO. .' "°; � ,= 2021.01 SP-51, SMI-79, ICC 5185040 opo`.. "."°. .''��' O M 10649 Oakview Pointe Terrace oSsroNn�E '` Gotha, Florida 34734 09:04:5, MODULAR -05'00, PLANS DESIGN, CO. "13 ... MIN. 3:12 MAX. 8:12 2"X5" MITEK MT20 OR EQUIVALENT "X4" S P #2 S1 @ 24' JDS D.C. 2" " SYP BLOC ING 2"X4" 30LE F ATE SHED WIDTH (6-0" 8'-0" 10'-0" 1 V-8" 13'-8") 4"X4" P.T. SKIDS ATTACHED W/ SIMPSON H24 OR EQUIVALENT. SEE TABLE 2 FOR SPACING. eENDWALL FRAMING A6 SCALE: 3/8" = T-0" SHED WIDTH eENDWALL FRAMING A6 SCALE: 3/8"=T-0" "ROOF TRUSSES MIN.3:12 @ 24" O.C. MAX. 8:12 (4" SYP #2 STUDS @ 24" O.C. SYP#2 BLOCKING 2"X4" SYP#2 SOLE PLATE - K6" PERIMETER 2"X5" MITEK MT20 OR EQUIVALENT (2) 2"X4„ HEADER /n w MAX 36" SHED WIDTH -0", 8'-0", 10'-0", 11'-8" 13'-8") 4"X4" P.T. SKIDS ATTACHED W/ SIMPSON H24 OR EQUIVALENT. SEE TABLE 2 FOR SPACING. ENDWALL FRAMING A6 SCALE: 3/8— V-0" CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA BUNGALOW SHED PE LICENSE #38769 (877)439-7433 T TOP LINE ENGINEERING. LLC 2323 S. VOLUSIA AVE. ORANGE CITY, FL 32763 STRUIIIRAL ENGINEERS William E. Neary, III MODULAR PLANS DESIGN, CO. SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 MODULAR PLANS DESIGN, CO. I SIMPSON STRONG DRIVE & STRAP -SD SCREW SCHDEULE I I STRAP & FASTENER SCHEDULE ` I AN EQUIVALENT BRAND MEETING SAME STRENGTHS. B. RAFTER TIES TO STUD WALL TO BE AT EVERY CONNECTION FOR 24' Z. 8 CAN EVERY OTHER FOR 16' O.C. BUT IS REQUIRED ON CORNERS AND SNOB ADJACENT TO CORNERS. C. ONLY NEEDED ON ALUMINUM & VINYL SHEATHING WALLS. D. HEADERS OVER- SPAN. PRODUCT OPTIONS FASTENING SCHEDULE (FBC TABLE 230410.1) CONNECTION FASTENING CONNECTION 24. BUILT-UP GIRDER AND BEAMS 20tl COMMON (I X 0.192-) AT 32. O.C. 3'% 0.131 NAILSAT24'O.C. 3'14 GAUGE STAPLES AT 24'OC. 2-20tl COMMON(4"X0.192� 3-3'X0.131"NAILS 4 GSTAPLES 1AUGE FACEMAILATTOPANDBOTTOM STAGGERED ON OPPOSITE SIDES FACE NAIL AT ENDS AND AT EACH SPLICE 1. JOIST TO SILL OR GIRDER 3- Stl COMMON (212'X0.131') 14GAUGE STAPLES TOENAIL 2. BRINGING TO JOIST 2- ed COMMON (212'X0.131') 2- Stl COMMON (21 N'% 0.131") 2-3' 14 GAUGE STAPLES TOENAIL EACH END 3. xB' SUBFLOOR OR LESS TO EACH JOIST WCOMMON 1212•X 0.131' PINKS Btl COMMON 3 EACH BEARING 4. WIDER THAN 1'.VSUBFLOOR TO EACH JOIST 3- Btl COMMON2112'X 0.131' FACE NAIL 26. COLLAR TIE TO RAFTER 3-1 MCOMMON (3'X0114B')MIN. 4-3•X0.131"NAILS FACE NAIL 5, 2'SUBROOR TO JOIST OR GIRDER 2-18tl COMMON (311T'%D18T7 BLIND AND FACE NAIL 6, SOLE PLATE TO JOIST OR BLOCKING SOLE PLATE TO JOISTAT BLOCKING AT BRACED WALL PANEL Btl(312•%D.135')AT1B•o.c. 3'% 0.131 NAILS AT V OC. 3' 10 GAUGE STAPLES AT 12' O.C. 3-16a COMMON(3112'X 0. 13Y) AT IV O.C. - 0.131"NAILS AT IB'O.C. - 14 GAUGE STAPLES AT IB'O.C. TYPICAL FACE NAIL BRACED WALL PANEL 2i. JACK RAFTER TO HIP C-10tl COMMON (3'X0.148') -3' X 0,131 NAILS 4- 3. 14 GAUGE STAPLES 2-16tl COMMON(31IT X BAIT) 3-3'%0.131"NAILS 3-3.14 GAUGE STARES TOENAIL FACE NAIL TOP PLATE TO STUD MMON(31 XDA-) 3-3e%0.131"NAILS 2 3 -3' 14 GAUGE STAPLES ND NAIL 28. ROOF RAFTER TO 2-BY RIDGE BEAM 2- 13tl COMMON (312' X DI-) 3 -3' X 0,131 NAILS 3- 3. 14 GAUGE STAPLES 2 -16tl COMMON (3117 X BAST) 3-3'%0.13V NAILS 3 -3' 14 GAUGE STAPLES TOENAIL FACE NAIL STUD TO SOLE PLATE 4- Stl COMMON(212• X G131') 4-3' X 0.131 NAILS 3-3.14 GAUGE STARES 2-16a COMMON (31W X 0-) 3-3. 1a0GAUG STARES OE NAIL ND NAIL 9. JOIST TO BAND JOIST 3:,11COMMON (312'%0.133') -3• X 0T31"NAILS 4- 3' 14 GAUGE STAPLES WE NAIL 9, DOUBLE STUDS Btl(312' X 0. 135") AT L' O.C. 3'X 0.131 NAILEATVO.C. 3'14 GAUGE STAPLES AT VO.C. ACE NAIL 30. LEDGER STRIP 3:,11COMMON (312'X0.182') -3•X0.131 NAILS 4 -3' 14 GAUGE STAPLES FACE NAIL AT EACH JOINT IG DOUBLE TOP RATES DOUBLE TOP PLATES 16d (312' X 0.135") AT 18.O.C. 3' X 0.131 NAILS AT V O.C. 3' 14 GAUGE STAPLES AT VO.C. ON(31/2'XO.lM') AT18'O.C. 82�3"XB.I31'NAILEATIB' BC. I2 3" 14 GAUGE STAPLES AT N'OC. TYPICAL FACE NAIL LAP SPLICE 31.RARTCLEBOARD�PANELEAND (B) SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING) SINGLE FLOOR(COMBINATION SUBFLOOR- UNDERLAYMENT TO 19W TO -FRAMING 12'AND LESS btl(C,I,Q) S'8•%D1 I S' NAIL UB IW'16 GAUGE(0) 19/32"TO- Stl(DI OR fitl (E) 23IB'X0.113"NAIL( 2'1B GAUGE(P) il3 T01 Stl(C1 1 IB"T01114' 10tl(0)OR RID) ( 3148•ANDESS 14-1C o, 01114" 10II (D)OR Btl(0) 6' OD. EDGES AND INTERMEDIATE, 0'O C. AT COMPONENT AND CLADDING EDGE STRIP II20NE3 (REFER TO FIG. 30.S10F ASCE i) 11, BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 Btl COMMON (2112'X0.131') 3-3'X 0.131"NAILS 3- 3' 14 GAUGE STARES TOENAIL 12. RIM JOIST TO TOP PLATE Btl COMMON (212•%0131') AT 8. O.C. 3' X 0.131" NAILS AT 6' O.C. 3'14 GAUGE STAPLES AT B'O.C. TOENAIL 13. TOP PLATES. LAPS AND INTERSECTIONS 2- 16tl COMMON (312' A DIU') 3-3'X0.131"NAILS 3-3' 14 GAUGE STAPLES FACE NAIL 32. PANEL SIDING (TO FRAMING) IQ) 12'OR LESS SV Btl(F� 14. CONTINUOUS HEADER, TWO PIECES 16tl COMMON 3IIT'%0.162" 180.C.ALONGEDGE 33. FIBERBOARD SHEATHING (GO) 12'AND E55 NO. HUMC EROOFING N L11 GA COMMON NAIL (2•x0.113') NO. 16GAUGE 52T STAPLE (I) N0.11 GAUGE AIU etl COMMON NAIL (212'x0.131') NO. 16 GAUGE STAPLE (1) e•O.C. EDGES AND INTERMEDIATE 15. CEILING JOISTS TO PLATE 3-3'iBtl COMMO 5X0.131"NAILS N(312"XDI31") 3 -3' 14 GAUGE STARES OE NAIL 16. RIM JOISTTO TOP PLATE 4- SS COMMON (212' X 0.131') TOENAIL ti (SEE TABEI23MATI510VER PARTITIONS 4-3'X 003MONAI 12'%0.135')MIN. RES 4- 3' 14 GAU1.GE STA ACE NAIL U. INTERIOR PANELING 1. 4tl(J) SIB" BV(K) VO.C. EDGES AND INTERMEDIATE 18 (SEE TABLE23M OA.1) LEL RAFTERS RAFTER TO PLATE C-ifitl COMMON(312' DISS-)MIN. -3'%0.131"NAILS 4-3' 14 GAUGE STPPLES 3-3'%01310N�(I2'X0.131') 3-3'14 GAUGE STAPLES ACE NAIL TOENAIL A. BE USED EXCEPT WHERE STATED B. NAILS SPACED BOX Tb INCHES ON CENTER ON CENTER AT EDGES, 12 INCHES ATINTEHER-BERMEDIATE SUPPORTS EXCEPT6 INCHES AT SUPPORTS WHERE SPANS ARE43INCHES OR MORE FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAGRAMS AND SHEAR WALLS. REFER TO SECTION 230 , NAILS FOR WALL SHETHING ARE PERMITTED TO BE COMMON. BOX OR CASING. COMMO19. E. COMORMED39HAN 11311M0.13;; Btl0111OR DEFORMED SHANK 2 21§" 01.13180� 1.'xx0.1431'I 10d-3"x014B'). CORROSION-RESISTANTSIDING `W -1 i13 x0.108,Otl-23I0"x0120� OR CASING fitl-2"xE0.099'NStl-212'x 0.i13"11 NAIL. G. FASTENERS 'AN INCHES ON CEMER AT EXTERIOR EDGES AN BITCHES OIV CENTRA TERMEDIATE SUNORTS,WHEN SHEATHING, SPACING SHALL BE B INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT USED20.1 H T O ROSTON 5RESISTSTRUCTUANT ROOFING NAILS FOR NORM R"IINUETER HERO ANO 1 IIT LENGTH FOR IJT SHEATHING AND 13/4" LENGTH FOR SHEATHING I. CORROSION -RESISTANT STAPLES WITH NOMINAL 311T CROWN OR V CROWN AND 1 IN' LENGTH FOR IN FOR 2EGG' SHETHING PANEL SUPPORTS AT 16" (20' IF STRENGTH AXIS IS THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED K. PANELSUPPORTS AT 24". CASING OR FINISH NAILS SPACED AT 6 INCHES ON PANEL EDGES. 12 INCHES AT INTERMEDIA ESUPPoRTS. M STAROOFLHHELHAVE AMINIMUIM ROWNWIILS IDTH ili IS-) ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. N. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED AT4 INCHES ON CENTER AT EDGES, S INCHES AT INTERMEDIATE SUPPoRTS. O. FASTENERSSPACED AT 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOORAND SHEATHING 3 INCHES ON CENTER AT EDGES, 6QP. . SEE FASTENSPACED LTRNATE INCHES ON R. FASTENERS MUST BE INSTALLED WITH EVEN SPACING BETWEEN THEM ACROSS ATTACHING MEMBER. DIAGONAL BRACE TO EACH SNDBPLATE Bd COMMON (2112'X0.131') 2-3' X 0.131" NAILS 3 -3' 14 GAUGE STAPLES ACE NAIL 21. 1- SHEATHING TO EACH BEARINGON (212' X 0.131' 22.WIDERTHAN I"XO"SHEATHINGTOEA.BEARING 3- 04 COMMON212' X 0.131' FACE NAIL 23. BUILT-UP CORNER SUDS 16tl COMMON (J il2"X0.162')MIN. 3'X 0.131 NAILS 3' 14 GAUGE STAPLES 24"OC. IVO'C IV.'C. ALTERNATE FASTENING SCHEDULE CONNECTION FASTENING ALT31-33.WOOD STRUCTURALPANELSANDPARTICLEBOARD SUBFLOOR, ROOF ANO WALL SHEATHING (TO FRAMING) -ANDLESS 2" AR.032'RINGSHANK NAIL FROM EDGE, iB'O.C. -ACf_ TOP LINE ENGINEERING. L- STRUCTURALENGINEERS William E. Neary, III SMP-51, SMI-79, ICC 518SO40 10649 Oakview Pointe Terrace Gotha, Florida 34734 BUNGALOW SHED MODULAR PLANS DESIGN, CO. CONSULTING ENGINEER JULIO ORBEGOSO FLORIDA PE LICENSE #38769