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Home My WebLink AboutROOF FRAMING PLANPSI APPROVAL,. - ST LUCIE COUNTYT"" %1 � r BUILDING DIVISIO �'D�/E ROOF SHEATHING OPTIONS: InF_vI r'_vs S � ��r� i/ P�o�stona! Servrce l�du�tnes FOR COM E 1748 — 116" OSB, "' OSB, OR "' CDX PLYWOOD WITH 20 YEAR CLASS 'A' REVIEWED BY o 1a f fr n4225LBTIAFIBERGLASS SHINGLES AND #16 FELT DATE R�Nn pl= SIT ; Dep artmenlanegectoEE INartinP GPE(2379rLALP42017 t ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 ROOF FRAMING F P LA St Ltl,;rii5 Cobw � THESE PLANS AND ALI, PROPOSED WOF�Ii N CONCEALED FASTENERS OR ATTACHMENTS ARE SUBJECT TO ANY CORRECTIONS � '� ARE THE RESPONSIBILITY OF THE REQUIRED BY FIELD INSPECTORS THAT i Lr. vi p,MAY BE NEC�u�aAl�'� IN ORDER TO CONTRACTOR OF RECORD COMPLY WITH AID .ARPWQA�W CoDul CODE VERSION io14 NEc — `•", __` MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF RED BUI C RESIDENRAL LA N STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vm 18Dmph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0-18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 3OPSF OR 300Ib POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD STD. 75PSF — 125PSF OPT, 'R' RATING OF WALLS; FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SOST. OR LESS REVISIONS RF7 DESCRIPTON I DATE BY Z 11/19/15 Q Scale: N/A n Odel SS—CI-180C 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL JURISDICTION. W 2. THIS BUILDING IS EXEAIFr FROM THE FBC ENERGY CONSERVA71ON CODE PER SEC710N 101622 3. REFER TO -0150 DETAILS FOR PROPER INSTALLATION v ' REOUIREM04TS TO EEr CODE 4. Q ALL STUDS. RAFTERS. TRUSSES. ETC. ARE 2-4 12 SPF. EXCEPT AS NOTED. C 5. STRUCTURES OVER 400 SQ. FT. WILL HAVE AN 80' MINIMUM L DOOR 6. GUTTERS TO BE INSTALLED ON —SUE BY OTHERS THRU LOCAL CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE 8. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF ALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE Z M BETS: PROVIDE) THAT THE ADDED BEND DOES NOT INTERFERE tMjAW EXISTING BRAKES BENDS IN THE STRAP. T i •: STATE i0 FO0RID •••�� LL_ Matthew T. Baldwin P.E. O Florida License #64608 0 Sheet: FBPR-1 OF 6 ry r 2x4 BLOCK 2x4 SOLE PL FLOOR FRAM ELEVATION CROSS—SECTION TYPICAL ARCH FRAME —VARIES 6'-0" TO 13'—B'— END ELEVATION WITHOUT DOOR PSI APPROVAL 2017-12-22 WITH DOOR END ELEVATION WITH GARAGE DOOR (ONLY ON ENDWALL) r��s Inforrnatim 1N�" So Build On #wlerr,ee rA,� •cwmwmg CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 Department Manager. Victor C. Martin, PE FL PE 482379, LA PE #42017 LSUCCC #UO2436 4"x4" P.T. ATTACHED WITH H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. CODE VERSION - 3017 ESN E , ASDE-7, 2D14 NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF CTi1RED BUILDI G RESIDENDAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES I BASIC WIND SPEED Vm-160mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT a/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1DPSF ROOF LIVE LOAD 3DPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD STD. 75PSF — 125PSF OPT. •R• RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.FT. OR LESS REVISIONS z MTB Dote: 11/19/15 Scale: N/A ry Model . LLI SS—CI-180C 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE v , 2. THIS GOVERNED BY IISS�EXEMPTSFROM LATHE FBC ENERGY CONSERVATION Q CODE PER SECTION 1015.22. 3. REFER TO TIE —DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO EEf CODE 4. ALL STUDS. RAFTERS, TRUSSES, ETC. ARE 2x4 #2 SPF, EXCEPT AS NOTED. 6. STRUCTURES OVER 400 SO. Fr. WILL HAVE AN a0' MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON —SITE BY OTHERS THRU LOCAL CODES. Z 7. ALL WINDOWS AND DOORS TO MEET THE MINUUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE Z B. FLAT METAL STRAPS CAN BE BENT MOUND STRUCTURAL MEMBERS OF APUDS, TRUSSES. CHORDS, ETC. TO HELP SECURE THESE M BLL STUDS. PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE W.TM ANY EXISTING BRAKES BENDS W THE STRAP. D `x\ ( i O �� •••��CENSE • • D�i� O •�� 0 � -)3 STATE :'4,1 ` �i� ••'•, F`0RIDP < I/11111111� Matthew T. BaldWin P.E. Q Florida License #64608 L, I Sheet: FBPR-2 OF 6 4x4 P.T. POST STANDARD WALL DETAIL WITH DOOR & WINDOW OPTIONS %j�V'D� %iforniatibiz '��i .To Build On fA9%I�r�+i9. 09 • fiaM71p CODE REVIEW Professional Service Industries 1748 33rd Street Orlando, Florida 32839 WALL SHEATHING OPTIONS: Department Manager. Victor C. Martin, PE - OSB OR SHEATHING EQUIV. OR BETTER FL PE #82379, LA PE #42017 - LSUCCC #U02436 CORRUGATED ALUMINUM D4 ALUMINUM SIDING - 4" OR J" T1-11 SIDING - JAMES HARDEE PANEL OR EQUIV. - JAMES HARDEE HORIZ. SIDING LAP OR EQUIV. - 29 GAUGE CORRUGATED STEEL METAL SIDING(RUN ANY DIRECTION) - THERMO-PLY BLUE (0.135 THICK)WITH VINYL SIDING END WALL 2x4 SOLE PLATE FLOOR FRAMING NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE LL o UO JrL.URGU 1v 3vLt rLAlt ]Nul w11ulvuvu3, -)Nttl MLIAL CLAMPS, TIES, OR CLIPS AND FLOOR FRAMING WITH SIMPSON SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS LSTA-18 W/6-10d NAILS OR EQUAL THAN 0.040" NOMINAL THICKNESS. �_4'&6' OPTIONAL PORCH _ D � _ � ) � • X ------ ------- ------- ------- ------- --------------------- X X ---- I I 1 i i I 1 ------- ------- ------- --- --- --- --- BW I I I I I I I I I 1 I 1 1 I I I I I I I I I I 1 i i . I I 1 I I I i I I ------ ------- ------- ------- ------- ------- ------- ------- ------L - - � �- - -J FLOOR JOIST, SEE SCHEDULE FOR SIZE FLOOR FRAMING PLAN �- FLOOR SHEATHING: - 3/4" PLYWOOD - 3/4" P.T. PLYWOOD - 3/4" T&G - 3/4" P.T. T&G TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-10}" 1'-1q" 1 _10r 1 V-8" 2'-8"- 10'-0" 1'-7" 0'-9"- 6'-0" 0'-10" 51" — 'VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4" SKIDS ONLY. 13'-8• WIDE SHEDS HAVE (4) SETS OF SKIDS. 2x4 P.T. S.Y.P. #2 PULLING BLOCK 2x6 P.T. 24" O.C. TYP. OPTIONAL 125PSF @ 16" O.C. TYP. WITH 3/4" T&G PLYBOARD 4"x4" P.T. ATTACHED WITH 7 H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. �im v� CODE INFOR TION CODE VERSION FBC 2017 61h ASCE/SCE-7• 2014 NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF CTURED BUILD] G RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V_B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED V-18Da1Ph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD toPSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OFT. •R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SQ.FT. OR LESS REVISIONS REV DE SCRIPTON DATE BY Drawn By: MTB Dote: J 11/19/15 Scale: N/A Elf otlel LJJ SS-CI-180C U) 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL JURISDICTION. Q 2 THIS Bu]LOMc Is ExE1iPr FROM THE FED ENERGY CONSERVATION LC CODE PER SECTION 10152L 3_ REFER TO TIE -DO DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO CODE 4_ ALL SNDS. RAFTERS, TRUSSES, ETC. ARE 2.4 12 SPF, ExCEPT AS NOTED. 5. STRUCTURES OVER 4DO so. FT. WILL HAVE AN 80' MINIMUM DOOR Z 6. GUTTERS TO BE INSTALLED ON-STIE BY OTHERS THRU LOCAL CODES Z 7-EMAND DODRS TO MEET THE MINIMUM SPECIFICATIONS IDA BUILDING CODE — &STRAPSCAN BE BENT AROUND STRUCTURAL MEMBERS DS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE OVIDED THAT THE ADDED BEND DOES NOT INTERFERE 571NO BRAKES BENDS IN THE STRAP. H :D `��r,►11111/Ifs' ��E W T O `�� •.........•• • ••�\CENSF U �� .0�� Z. STATE OF �i0 ••'•. FL0R10 O � �Il/lllllll�� Matthew T. Baldwin P.E. .J Florida License Wr,48171R J Sheet: FBPR-3 OF 6 PSI APPROVAL 2017-12-22 HEADER DETAILS Side Wall Header Schedule (180C) Building Width Fasteners w/ strap Up to 14' Wide Size (each end) Max. Span NJ{b} 1-4"x4" 6'-011 0 3 — 3" x 0.131" nails 4"x4" w2"x4" 8'-011 1 6 — 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. Window header for window openings that have more than 50% combined stud wall above and below, otherwise use door header schedule. d. See. header details for alternate layouts, i.e. 2-2"x4" or 4"x4' P.T. e. The header can be attached to the top plate and thus have the combined strength equivalent and use the maximum span stated. WALL STUDS 1�a I I I I I N I , 1--v1 I I I I I I I ! I 1 EXTERIOR SHEATHING 12"02" OR 16"x4" BETWEEN L, is WALL STUDS. VENT IS SECURED ,- �- TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) 1) 2"x4" WITH 1/2" PLYWOOD R OSB FILLER OR (1)4"x4" SIDE WALL WINDOWS & DOORS Fpa. . Info►mation Toi11.Build On CODE REVIEW Professional Service IndusWes _ 1748 33rd Streer Odando, Florida 32639 Department Manager Victor C. Martin, PE FL PE #82379, LA PE 442017 LSUCCC #UO2436 End Wall Header Schedule -(180Q Sized} Max. Span NJ{b} Fasteners w/o strap (each end){c} 1-211x4" 6-01 0 4 — 3" x 0.131" nails 2-2"x4"(c) 9'-0" 0{d} 6 — 3" x 0.131" nails a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. b. NJ - Number of jack studs required to support each end. c. Laid flat d. No Jack studs, but 2x6. studs laid flat. *NOTES 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 3. WINDOW HEADERS HAVE COMBINED 5090 OR MORE WALL FRAMING ABOVE AND.BELOW, OTHERWISE REFER TO DOOR HEADERS. SINGLE 2"x4' HEADER END WALLS WINDOWS & DOOR 6' WIDE OR LESS e4'- 4" 4"x41) W/2"x4" CODE VERSION Z01NECNN MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF RED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V—B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LIVE LOAD STD. 76PSF — 125PSF OPT. •R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1719 SOFT. OR LESS Z MTB Date: 11/19/15 Scale: N/A odel Ld SS—CI-1 BOC 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. Q 2 THIS BULL IN. IS EXEMPT FROM THE FBC ENERGY CONSERJATION CODE PER SECTION 1015.22. C 3. REFER TO TE—DOWN DETAILS FOR PROPER INSTALLATION L REQUIREMENT^ .T MEET CODE 4. ALL STD$ RAFTERS. TRUSSES, ETC, ARE 2x4 J2 SPF. EXCEPT AS NOTED. 6. STRUCTURES OVER 40D SQ. FT. WILL HAVE AN 80' MINIMUM DOOR S. GUTTERS TO BE INSTALLED ON —SITE BY OTHERS THRU LOCAL CODES. 7. ALL WNDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS Z AS PER FLORIDA BUILDING CODE e. FIAT METALS RAPS CAN BE BENT AROUND STRUCTURAL MEMBERS Z OF� {{B�/ALL SIDS, TRUSSES, CHORDS ETC. TO HELP SECURE THESE MEMBERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES BENDS N THE STRAP_ TI1////I,' z y. .........:..e� `�� •••\_\CENSE- O � Q: J -'. STATEOF W ••'•• FL0R1D QMatthew T. Baldwin P.E. Q Florida License #64608 w Sheet- FBPR-4 OF 6 t,URED WITH STRAPS AS PER FASTENER SCHEDULE (2) 1 /4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL APPROVAL 2017-12-22 /—PORCH END PORCH CORNER SECURED WITH STRAPS AS PER FASTENER SCHEDULE (2) 1/4"x6" LAG BOLTS EACH END OF ANGLED BRACE TYPICAL PORCH INTERIOR COLUMN clnp- LATAI I rUU ,N 1 u -')HLL) �,UINIvL�, i iuiv A.�A r-%. Information yi�P�=A .ToBuiid0n CODE REVIEW Professional Service Industries Street Orlando, Orlandodo,, Florida 32839 Department Manager Victor C. Martin, PE FL PE #82379, LA PE 942017 LSUCCC #U02436 O—, CODE VERSION �i43O11 Lere-" �"-'' MANUFACTURER SUPERIOR SHEDS BUILDING TYPE OF G RED BUILDI RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vu-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- OJS IMPORTANCE FACTOR 1-16 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001b POINT LOAD FLOOR DEAD LOAD 1DPSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. •R• RATING OF WALLS. FLOOR. ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SQ.FT OR LESS REVISIONS Drawn By. z MTB Dote. 11/19/15 Scale: N/A odel � SS—CI-180C LiJ 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE II—r-� GOVERNED BY LOCAL JJUURISDILTON V / 2 THIS BUILDING IS E7ffA1PT FROM THE FBC ENERGY CONSERVATION Q CODE PER SECTION 101527 3. REFER TQ TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO EET CODE 4. ALL STUDS. RAFTERS. TRUSSES. ETC, ARE 2.4 12 SPF. EXCEPT AS NOTED. 5. STRUCTURES OVER 400 So. FT. WILL HAVE AN BO' MINIMUM 6, GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS Z AS PER FLORIDA BUILDING CODE B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF ALL STUDS, TRUSSES. CHORDS. ETC. TO HELP SECURE THESE Z M BERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES BENDS IN THE STRAP. "x4" P.T. 0 J STATE t•r�� Q � ••' F�ORIDP •••�� w�/i FO•••...............• • ''G� �� = 11111 U Matthew T. Baldwin P.E. Florida License #64608 0 Sheet- FBPR-5 OF 6 rastenina Scheduler) (FBCTable 2304.10.11 Connection Fasteningie,m) 1. Joist to sill or girder 3-8d commom (2 1/2' x 0.131') 3-3' 14 gage staples 2. Bridging to joist 2 -8d common (21/2' x 0.131') 2 -3' x 0.232' naffs 2-3' 14 gage staples 3. 1' x T subfloor or less to each joist 12 -8d common. (2 1/2' x 0.131') Sole plate to joist or blocking 1 D0 (3 112- x U.13b-) at 16- O.C. 3' x 0.131 nails at 8' o.c. 3' 14 gage staples at 17 o c. Sole plate to joist at blocking at braced wall 3 -16d common (3 1/2' x 0.135') at 15' o.c. nel 4 -3' x 0.131' nails at 16' ox 4 -3' 14 gage staples at 16" o c. Top plate to stud 2 -15d common (31/2' x. 0.162') 3 -3' x 0 131' nails 3 - T 14 gage staples Stud to sale plate 4 -8d common (2 1/2" x 0.131') 4 -3' x 0.131" nsls 3-3" 14 gage staples 2 -16d common (3 1/2' x 0.162 ) 3-3" x 0.131' nazis 3-3' 14 gage stables Double studs 16d (3 1f2- x 0.135-) at 24- o.c. 3' x 0 131' nail at 8' D.C. 3' 14 gage staples at o.c. i. Double top plates 16d (3 112' x 0.135) at 16' o.c. 3' x 0.131' nail at 8' o.c. 3' 14 gage staples at 8' O.C. Double top plates 8 -16d common (3 1/7 x 0.157) 12 - 3' x 0.131' nails 12 - 3' 14 gage staples Blocking between joists or rafters to top plate 3 -Sd common. (21/2' x 0.131') 3 -3' x 0 131' nails 3-3' 14 gage staples . Rim joist to top plate Bd (2 112- x 0.131-) 7 6' o.c. 3' x. 0.131 nails at 5' o.c. 3' 14 gage staples at 6' o.c. Top plates, laps and Intersections -16d common (3 1/2*)( 0.162') (2 3 -3' x 0.131' nails 13 -3' 14 gage staples !. Continuous header, two pieces 116d common (3117x 0.162') Calling joists to piata 3 -8d common (2112' x 0.131') 5 -3' x 0.131' nails 3 -3' 14 gage staples r ontinuous header to stud 4 -8d common (2112' x 0.131") Cel6ngjolsts, laps Oyer partitions 3 -1od common(31/2' x 0.135) minimum. (Son Table 2308.10.4.11 4- T x. 0.131 rai!s 4 -3' 14 gage staples I. Ceiling joists to parallel rafters 3 -16d common (3 1/2"', 0.135) minimum, (See Table 2308.10.4.11 4 - 3' z 0.131 nals 4 -3' 14 gage staples I. Rafter to plate 3-8d common (2112' x 0.131') 3-3' x 0.131• nails 3 -3' 14 gage staples I. l' Diagonal brae to each stud and plate 2 -8d common (2 1/2' x 0.131') 2-30x 0.131 nails 3-3' 14 gags staples I. 1' x 8- sheathing to each bearing 13-SO common (2 112' x 0.131') P. Wider than 1' x 8' sheathing to each bearing 13-Sd common (2 112' x 0.131') I. Built-up comer suds 16d common (3 112' x 0.162') 3' x 0.131 nails �3' 14 gage staples I. Built-up girder and beams 20d common (4' x 0.192') at 37 o.c. 3' x 0.131' nails at 24'O.C. 3' 14 gage stapes at 24' o c. 2-20 common (4' x 0 192') 3 -3' x 0.131' nails 3 -3' 14 gage staples ;. 7 planks 16d common (3 112* x. 0.162') 3. Collar tie to rafter -10d common (3' x 0.14"0') 4 -� x 0.131 nails �3 4 -3' 14 gage staples Jack rafter to hip 3 -10d common (3' x 0.148') 4 -3' x 0.131 nails 4 -3' 14 gage staples 2 -16d common (3112' x 0.162) 3 -','x 0.131' nails 3 -3' 14 gage staples 3. Roof rafter to 2-1by ddge bears 2-16d common (3 U2 x 0JR-) 3-3' x 0.131' ndis 3-3' 14 gage staples 2 -16d common (3 1/2' x 0.162') 3 -3' x 0.131" nails 3 -3" 14 gage startles tail each end a nail i nail d and fare nai ical face nail :ad wall panel nail tail nail nail ical face nail splice fall 1ai Pail 29. bist to band joist PSI APP v3 RrhtJ4`202 4 - 3' 14 gage staples on 30. Ledger strip 3 -16d common (3 1/7 x 4 - 3x 0.131 nails 4 - 3' 14 gage staples " 31. Wood structural panels and paRjcaboard(b) Subfloor, roof and well sheathing (to framing) 1/' an 2d less floor (combination sub loor-underlayment tol19/37 to 3,14' 18' to 1' 1 1/8' to 1 1/4• �3/4' and less 7/8'to 1' 1 1/8'to 1 114' (to framingXq) 1/2- or less 2 318' x 0.113' naitin) 1 314' 16 gege(o) 8d[d} or 6d[e) 2 $18' x 0 113' na;lip) 2' 16 gagerp) 8d[c) 10d[d) or Sd(d} 6d(c) 8d(c) I Oad) or 8dfdl ff„��; I, fofmati ni 1l"�° ToBuildOn :face nail bKh,,terft • cunsuRiny • TesNny - CODE REVIEW !Face nail ateach joint professional Service Industries 1748 33rd Street Orlando, Florida 32839 Department Manager Victor C. Martin, PE FL PE #82379, LA PE #42017 LSUCCC #U02436 :o D.C. Edges and T.temediste, 4' o.c. at :component and cladding edge strip # zone 3 ;[refer to Figure 30.5-1 of ASCE 7) 55. I-IDerDOarO sneammgig,gj '112 anc less NO. TT gage rooting nalinj 6d common nail (7 x 0.113*) No. 16 gage staple[} ;b' O.C. Edges and intermediate 25!37 No. 11 gage roofing nail{h) Sd common nail (21/2' x 0.131') No. 16 gage staiep) 34. Interior paneling 114' 4di) :6' D.C. Edges and Intermediate 318' Cd{k) a. Common or box nails are permitted to be used except where otherwise stated b. Nails spaced at 6 inches on center at edges, 12 Inches at intermediate supports o r-ept 0Inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphranis and shear walls, refer to Section 2305 Nails for wall shealhing are permitted to be common, boo or casing. c. Common or deformed shank. (5d - 2" x 0.113"; 8d - 21/2" x 0.131', 10d - 3" x 0.148"). d. Common (6d - 2" x 0.113", Bd - 2 1/2" x 0 131": 10d - 3" x 0.148"). e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131 "; 10d - 3" x 0.143"). I. Corrosion -resistant siding (6d - 1 7/6" x 0.1006 8d - 2 3!8" x 0.128") or casing (6d - 2" x 0.0.99'; Sd - 2 11'L' 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 shah be 6 inches on center on the edges and 12 Inches on center at intermediate supports for nonstructural sheathing. h. Corrosion -resistant roofing nails with 7116-inch-diameter head and 1 112-inch length for 1/2-inch sheathing and 1 314-inch length for 25!324rich sheathing. I. Corrosion -resistant staples with nominal 7/16-inch crown or 1.inch crown and 1 114-inch length for 112-inch sheathing and 1 li2-inch lergh for 2S32-inch sheathir. Panel supports at 16 Inches (20 incites if strengh axis in the long direction of the panel, unless othen•Ase marked). I. Casing 0 112" x 0.080') orfinish (1 UZ' x 0.072") nails spaced at 6 inches on panel edges, 12 ;riches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced at 6 inches on panel edges, 12 inches at intermediate supports. 1. Fo, roof slnez[It;ng applications, Sd rails (2 112' x 0 113") are the minimum rKluired forwocd structural panels. in. Staples shall him a minimum crown width of 7115 inch. n. For rod sheathing application=_, fasteners spaced it, 4 inches on center at edges. 8 Inches at Intermediate suppods. o. Fasteners spaced at 4 inches on center at edges. 8 inches a Intennedlaie supports for subfloor aid wall sheehing and 3 Inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced at 4 inches on center at edges, "o inches at intermediate supports. q. See Fastener Alternate Schedule r. Fasteners must be Installed with even spacing tetafGen them across attaching member. Alternate Fastening Schedule 1 nail connecuon D,osEenmg ALT 31-33. Wood structural panels and particleboard 1/2' and lass 2' x .0G2" F.ing Shank 11 - t Subfloor, roof and wall sheathing (to framing) 50" from edge, 10' o.c. a nail Strap & Simpson Strong -Drive@ SD Screw Schedule 1 Par=ese. Uplift Wall fastener Rafter Fastener Plate Fastener H1 435 6-SD9x1 .5' 4-SD9x1.5" nail H11Z 750 6-SD1Ox2.5" &SD1Oc25" H2A 495 5-SDW.5' 5.SD9x1.5" 2-SD9x1.5" I 112.5A 540 5-SDgx1 5-SD9x1.5" t e nail I H2.5 410 SD9x15" 5-SD9, I.&' - ( H2.5T 545 5-SDB005' 5-SDge.1.5" H2A 495 7-SD9x.1.5" 5-SD9x1.5' 1 nail ) H3 320 4-SD9x1 5" 4-SD9R1..5" nail O.C. Rafter 260 4SD3x1.5" 4SD8x1.S' - Rall ib} H5 415 4-SD9z1.5" 4-SD9x1.5" O.C. LTS-12 895 6-SDGci.5" 6-SD.9x1.S' D.C. LTS-16 1075 5_SD31.5" 6-SD9x1.5" nail at top and bottom staggered on LTS-18 1235 6-SDal.5" 6-SD9x1.5" osite sides LTS-20 1215 6-SD$c15" 6-SD_cc1.5" NITS-12 895 7-SD9x1.5" 7-SD9t1 - 4-ITS-16 1075 7-SD9r.1.5". i SD9x1 5" - 1 nail at ends and at each splice I✓TS18 1255 7-SD3c1.5" 7-SD(.jX1.5" - MTS-20 1255 7-SD 151.5" 7-SD9x1.5" PartiYDesc. Upllft C01umnFastener Rafter Fastener ach bearing I A21 2-SD9x1 5" 2-SDa<Ts-, Porch A23 4-SD9x15" 4-SD941.5' Porch nail A33 4-SD9c1.5" 4-SD9c1.5" PartiJDesc. UPlift Wall fastener Floor Fastener Wall to Floor[ LSTA-el 1,235 7-SD9x1.5" 7-SD9X1.5" Wall to Floor tall Partl#Desc. Upllft Wall fastener Floor Fastener Tie-0owns 2UGa.1-114"1NIde 4,i25 7-SDcx1.5" 518X 30" Anchor 4,3Cfi Header(d) Ia.a. Only needed on aluminum sheathing walls. b. Headers orar 6'spen. nail Strap & Fastener Schedule Fa) A23 I 750 585 I ¢ OtOtlJ 44.10d5" Tie-0owns `yg,x 3o" Anchor 1 4,300 F - a. All straps can be substituted with at, equivalent brand meeting same strengths. b. Rafter ties to stud wail to be BE every connection for 24" o.c. & can be every other for 15" o.c. but is required on comers and studs adjacent to comers. c. Only needed on aluminum & Vinyl sheathing walls. d. Headers over 6'soan. CODE VERSION 2 14`NEc - _w _- MANUFACTURER SUPERIOR SHEDS BUILDING TYPE JUF CTURED BUILDING RESIDENTIAL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vw-1BOmph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- O.iB IMPORTANCE FACTOR 1.16 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 3OPSF OR 3D01b PONT LOAD FLOOR DEAD LOAD 1OPSF FLOOR LIVE LOAD Sm. 75PSF - 125PSF OPT. -R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 719 SQ.Fr. OR LESS DESCRIPTON Z MTB Q Dote: 11/19/15 Scale: N/A odel LL_I SS-CI-180C 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE 2. THIS BUILD GOVERNED NG IS LOCAL IXEMFTSDFROM THE FBC ENERGY CONSERVATION Q CODE PER SECTION 1016-72. Z 3. REFER TO TIE -DO DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO EET CODE 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2.4 d2 SPF, EXCEPT AS NOTED. 5. STRUCTURES OVER 400 SO- Fr. WILL HAVE AN 80' MINIMUM DOOR S. GUTTERS TO BE INSTALLED ON -SITE Br OTHERS THRU LOCAL CODES Z 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE 2'8. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF ALL STUSS DS, TRUES, CHORDS, ETC. TO HELP SECURE THESE M EiS: PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES BENDS IN THE STRAP. �r,�111lllllll O A- ••��CENSE. .0�� Q i • STATE • � �� ~ i 0 OF PLLJ •�� z ll�lllll�� W Matthew T. Baldwin P.E. F- Florida License #64608 F Shoat: FBPR-6 OF 6