Loading...
HomeMy WebLinkAboutMANUFACTURERE CERTIFICATIONI Flit ipewri td FLA Manu9saoNoG oPfogr m Busines!Oh-P�a/ '�� SCANNED S�SIM Professil 8t Lucie Cou Tallahassee, Florida32M.07/2 Regulation Photle: 850.487.1624• Fax; 859.414.9436 Ken Lawson, Secretary Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 Rick Scott, Governor September 23, 2016 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuildinci.org) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. cc: Professional Service Industries Sincerely, PJIY_4_� Robert Lorenzo Manufactured Buildings Program AdOD 9lIA SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UWT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2%4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL _ 1/2" THREADED ROD (FORA "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S-6" 13'-8" 280 S-6" 11'-8" 240 3'-6" 10'-0" 200 S-6" 8'-0" 160 S-6" 6'-0' 120 S-6" TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" V-1W V-104" 11-104" 11'-8" 2'-8" 6'-4" - 10'-0" 1'-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" j O'-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. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION_ THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)2"'x44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD' MATERIAL I 2"xB"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"x16" 35DOLBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX ' BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, 11, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, 11, III, OR IV 2400LB I, Il, III, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB 1, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" W-0" 1658LB I, 11. III, OR IV 1866LB I, II, III, OR IV • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1_ PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND. PER LOCAL BUILDING CODE, (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 413. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. TABLE' 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW' I UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13'-8" 7.00 243 0'-0" TO S-O" 10'-0" 11 8r 5 "1. r�2Q8ito a`10'-0" 5.00 174 0'-0" TO S-O" 10'-0" 8'-0" 4.00 138 0'-0" TO S-O" 10'-0" 6'-0" 3.00 104 0'-0" TO 3'-0" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW' UPLIFT (PLF) END ANCHOR" MAX. INTERIOR SPACING*** 20'-0" 10.00 400 0'-0- TO S-0- 5'-0" • LOAD WIDTH OF UPLIFT ON RUNNER '• LOCATION FROM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10•-0" BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHCH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE TO THE SIDE AS POSSIBLE. 2"x2" GALVANIZED WASHER -�� 2"x2" GALVANIZED WASHER WITH 1/2" NUT 1/2" THREADEUROD ...� --H -TERS NOTCH OR COUNTERSINK BOLT -=aPTIOFI�R=HIG ET"- - 1/2" THREADED ROD �� '� EYES BOLTED TOGETHER WITH 1/2"x2" THRU 2"x4" BOTTOM PLATE OPTIONAL FOR "HIGH SET" ff BOLT &NUT WITH (2)2"x2" GALVANIZED 1 /2" COUPLERqCONCRETE BOTTOM PLATE NAILED 1/2" COUPLER y + f=' - � 1/2"x12" FORCED EYEBOLT_ •` WASHERS (2.000LB SHEAR CAPACITY) - 4" MIN. 1/2"x5" (400 LB.) CONCRETE WEDGE ANCHOR INTO SLAB TO 2"x6" P.T. BASE TO 2 _____ __ 4" MIN. _ r -" �' - a - _ ° THRU 2'x4" P.T. BOTTOM PLATE I -� ,f .. ter. BOLTED TOGETHER WTTH 1,,.,.ITHBOLT ( TABLE 1 FOR SPACI )SEE NCEYES I & NUT WITH (2)2"x2" GALVANIZED A TABLE 3). 1/2"x3" (400 LB.) SIMPSON A-24 SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH .EE WASHERS (2.000LB SHEAR CAPACITY) _ CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANCHOR I _ (SEE TABLE 1 FOR SPACING) - (SEE TABLE 4 FOR SPA. G) - �'' SHE© WJTH SK�UD SHED WITH SKID ITH ' SHED WCn OR' TIO 7i0 PAD OR BLO.GKIING ANCHORED TO CONCRETE ANCHOR N E TIE -DOWN DETAILS CODE VERSION FSC 2017 6th Edition, ASCE-7 MANUFACTURER SUPERIOR SHEDS BUILDING TYPE WNUFACTURED 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 V,"-100mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF OR 3001ba FLOOR DEAD LOAD BPSF 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 LESS THAN 720 SOFT. DESCRIPTON u/ MTB Q Date: Ld 4/26/16 = Scale: (n N/A odel LJJ ALL C) GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. w 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION -1 1015,22. OD 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. O 0 � �11111111/// J T B� � /'i�i ZiN (n \ �: I = *7 i LL_I A • � C) ` + STATE OF : •44/ - O \ OJ.,.............. ' • G - J Matthew T. Baldwin P_E. Q Florida Licens,.64608 I- Z I Sheet: An-1 n F 1 O F- 0 I 0 w Q PSI APPROVAL 2018-01-16 r ROOF SHEATHING OPTIONS: — 7" OSB, "' OSB, OR 2" CDX PLYWOOD WITH 20 YEAR CLASS 'A' 225LB 1 FIBERGLASS SHINGLES AND #16 FELT — 29 GAUGE CORRUGATED METAL(RUN ANY DIRECTION) SECURED WITH MIN. ___#14x1l25" SCREW W/2" HEAD OR WASHER @ 8" O.C. „ 40 —0 MAX. ------------------ --------I�--- '&6' OPTIONAL PORCH-1 DESIGN PRESSURES ROOF +27.8/-94.7 WALLS/DOORS/WINDOWS +32.5/-29.2 2"x4" TRUSS @ 24" O.C. MAX. SLOPE SLOPE ROOF FRAMING PLAN *ROOF SLOPE VARIES FROM <_3:12 TO 8:12 MAXIMUM. COMMON TRUSS SLOPE ntertelk. p co FA I_. 12S'9 Plans Review: Victor C- Martin, PE FL PE I92379, LA PE 442027 LSUCCC 6U02436, TN PE C220939 END WALL l• BRIDGING TO JOISTS HIP TRUS FILE COPY CODE VERSION zoli NEC ��• +� -' MANUFACTURER SUPERIOR SHEDS' BUILDING TYPE IMUFAC7UREDBUILDING 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 10PSF ROOF LIVE LOAD 3OPSF OR 30015 POINT LOAD FLOOR DEAD LOAD 1CPSF FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. 'R' RATING OF WALLS, FLOOR, ROOF WA - MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE- 719 SOFT. OR LESS REVISIONS Dote: 8/31/15 II "'—ff; SS-CAB-180CR1 GENERAL NOTES Z 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE Q 2. THISBUILDING6 EXED 13Y LOCALEMPT FROM THE FBC ENERGY CONSERVATION J CODE PER SECTION 1015.22 3. RETER Tp TIE -DOWN DETARS FOR PROPER INSTALLATION REOUIRE11ENi5 TO BEET CODE 4. ALL STUDS, RAFTERS. TRUSSES. ETC, ARE 2a4 /2 SPF. EXCEPT AS NOTED. a/ 5. STRUCTURES OVER 400 SO. FT. WILL HAVE AN W MINIMUM W B. CURERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL �— 7. AOLLDLEWWINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS � � AS PER FLORIDA BUILDING CODE. V / B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS Q OF WALL STUDS, TRUSSES CHORDS, ETC. TO HELP SECURE THESE MEMBERS; PRQJIDED THAT THE ADDED BEND DOES NOT INTERFERE Z ANY EX 6R G BRNC6 ENDS IN THE SiRM. ................. E nlsF . STATE •� FOF OR10 Matthew T. Baldwin P.E. O Florida License #64608 0 Sheet: F B P R —1 OF 6 0 3- 2x4 BLOCKING 2x4 SOLE PLAT FLOOR FRAMIN VARIES 6'-0" TO 13'-8" END ELEVATION WITHOUT DOOR JOIST COLLAR SCHEDULE CHART DENOTES DIMENSION 'S' FOR COLLAR LOCATION UNIT WIDTH _ROOF�1TCH -TO 9'-0" TO 10'-0" TO 1 l'—O" TO 12'-0" TO 13'-0" TO 14'-0" 53:12 1 o" 1 o" 10" — TO" - — _— - To - 4:12 10" 10" loll 10" 12" 12" 5:12 1o" lo" 11" 12" 12" 13" 6:12 12" 12" 12" 13" 13" 14" 8:12 12" 12" 13 13 14 15" PSI APPROVAL 2018-01-16 4"x4" P.T. ATTACHED WITH H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. 3:12 MIN. s:1 z�MAx. 3- MITEK OR ALPINE 2"x5" 3:12 MIN. OR EQUAL 8:12 MAX. SEE HEADER DETAIL DIM 'S' (SEE SCHEDULE A 2"x4" COLLAR PSI C05E REV'E7l Piano Review: Victor C.Martin, PE FL PE 982-179, LA PE #42017 LSUCCC #U02436, TN PE #120939 I1� fl z 2x4 S 24" 0 D: C I V) of VARIES 2x4 BLOCKING ON END WALLS W j zI L�J MITEK OR ALPINE 2"x5" OR EQUAL 2"x4" COLLAR I— 13'-8" MAX. -- COMMON TRUSS COLLAR LOCATION (SEE SCHEDULE) IAX. CODE VERSION Fec eon 80, FL N ASTa-7. 2014 NEC MANUFACTURER SUPERIOR SHEDS BUILDING TYPE NUF RED BUILDI NG RESIDENTIAL LAWN STORAGE coNSTRUCTION TYPE--------_ V713_ FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr-180nnph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 3OPSF OR 3001h 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 719 SO.Fr. OR LESS REVISIONS MTB -� Date: 8/31/15 VARIES 6'-0" TO 13'-8" � saOle: oriel c N/A END ELEVATION w SS-CPLB-180CR1 WITH DOOR (n 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE Q 2. GOVERNED BY LOCAL JURISDICTION. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION c CODE PER SECTION 1015.22. L 3. REFER TO TIE-DOIV DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE 4. ALL STUDS. RAFTERS. TRUSSES, ETC. ARE 2.4 12 SPF. EXCEPT AS NOTED. 5. STRUCTURES OVER 40O S0. Fr. WILL HAVE AN BD• MINIMUM DOOR. 6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL Q CODES. � ALL 7. WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICA71ONS Z AS PER FLOmnA BUILDING GODS B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS 3:12 MIN. Q OF WALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE 8:12 < WITHBMy PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE MITEK OR ALPINE 2"x5" Q ��Nc BRAKES ENDS w THE sruP. OR EQUAL �\\1111111//��''' O DIM 'S' (SEE SCHEDULE 2"x4" COLLAR Q ARIES`_ t HIP TRUSS - - �cn COLLAR LOCATION (SEE SCHEDULE) STATE ~ i '•. OF ' �� c •• FL0RI1D86 COPY 1111 NA L 10FILEQ 11111 Matthew T. Baldwin P.E. Florida License #64608 IzGj Sheet: FBPR-2 OF 6 X X *DOOR & WINDOW LOCATIONS VARY 4x4 P.T. POST END WALL (SEE DETAILS) PaAZFRqRL 2018-01-16 F-, 4'&6' OPTIONAL PORCH VARIES i_ VARIES / SEE HEADER / DETAIL w -- — — 1 xA RUNNER--— INSIDE Ln / LIJ / 4x6 P.T. POST 6' O.C. MAX. 2x4 STUDS O 24" O.C. MAX. \—ALL STUDS SECURED TO SOLE PLATE ITH 0.039" STANDARD WALL DETAIL AND m)x12"OOR FRAMING RAP W/6-10d NAILS WITH DOOR & WINDOW OPTIONS OR EQUAL 40'-0" MAX: �-4'&6' OPTIONAL PORCH—j ------- i i i i i i i I ------- ------- I I I I I i I I 1 i 1 1 I I I I I I I I I 1 I - I I I I I I I I I FLOOR JOIST, SEE SCHEDULE FOR SIZE FLOOR FRAMING PLAN lntertek, 33.:. ... r_ WALL SHEATHING OPTIONS: C­­.!" r._ 2s, Plam Review: Victor C Martin, PE - OSB OR SHEATHING EQUIV. OR BETTER FL PE 432379, LA PE N42017 - CORRUGATED ALUMINUM LSUCCC#U02436, TN PE#220939 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 a 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 NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS THAN 0.040"NOMINAL THICKNESS. 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'-1q" 1'-1q" 1,-10}" i l'-8" 2'-8" 6'-4" - 10'-0" V-7" 6'-10" - 8'-0" 0'-9" 6'-6" - 6'-0" 0'-10" 51" - *VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4" SKIDS ONLY. 13'-B" 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 H24 OR EQUIVALENT. SEE TABLE 2 FOR QUANTITY AND SPACING. FILE COPY CODE VERSION I "— ..wwn ,u..c-1. 14 MANUFACTURER --- - —` SUPERIOR -SHEDS BUILDING TYPE OF RED BUILDI G RESIDEMLLL LASTORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vm--1DOmph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1OPSF ROOF LIVE LOAD 30PSF OR 3DOIb POINT LOAD FLOOR DEAD LOAD 10PSF 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 SO.FT. OR LESS - MTB Date: 8/31/15 EL scale: N/A 12_� odel: SS-CAB-180CR1 LLJ UERMI NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE (n GOVERNED BY LOCAL JURISDICTION. 2 THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015.22. C 3. REFER 70 TE-Do DETAILS FOR PROPER INSTALLATION Z REOUIREMEME TO EEf CODE 4. ALL STUDS. RAFTERS. TRUSSES. ETC ARE 2x4 %2 SPF. EXCEPT AS NOTED. 5. STRUCTURES OVER 400 So. FT.. '%TILL WIVE AN 80' MINIMUM DOOR Q S.�� 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 Q FIAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF ALL STUDS. TRUSSES. CHORDS. ETC. TO HELP SECURE THESE M M BERS: PROVIDED THAT THE ADDED SEND DOES NOT INTLRFERE Q WITH ANY EXISTING BRAKES/BENDS IN THE STRAP. \—\G E niSE - i Q Of �': STATE 4 J • C� C"d "I11111110 J Matthew T. Baldwin P.E. J Florida License #64608 Sheet: FBPR-3 OF 6 Side Wall Header Schedule (180C) Building Width Size _ Up to 14' Wide Max. Span PSI APPROVAL 2018-01-16 Fasteners w/ strap (each end) 1-21;x4" 31-011 0 3 — 3" x 0.131" nails 4"x4" vv2"x4" 1 8'-0" 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. a 31UU,3 PER EXTERIOR WALL CORNER CORNER CONNECTION DETAIL WALL STUDS I i tit I I I I EXTERIOR SHEATHING ---- " 12"x12" OR 16"x4" BETWEEN WALL STUDS. VENT IS SECURED TO SHEATHING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL (OPTIONAL) 0. F—.1. — + OUTLET N uo L o o — --- InWrte k , cnn: F., E _,. End Wall Header Schedule (180C) !73°33 dStrre[ O:Icndc, F;or:Jc 3i3 Plans M i— Victor G Size{d} Max. Span NJ{b) Fasteners w/o �243fi,TNP (each end){c} 1-2"x4" 6'-0" 0 4 — 3" x 0.131" nails 2-2"-x4"(c) - - - 9'-0" 0{d} 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. Laid flat d. No Jack studs, but 26 studs laid flat. *-NOTES 1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION. 3. WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS. 2"x4" 4"x4" 4"x4" W/2"x4" NOTES—OPTIONAL ELECTRIC —ALL WIRING SHALL BE 14 GAGE 3—WIRE MC CABLE —ENCASE IN ALL METAL BOXES. WIRING DIAGRAM (OPTIONAL) SINGLE 2%4" HEADER END WALLS 3' WIDE OR LESS FILE COPY artin, PE 17 1120939 CODE VERSION SHEDS BUILDING TYPE — aowur_u w emwmu 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+-1BOwh ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/— 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 30PSF 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 SOFT. OR LESS REVISIONS /15 SS-CAB-180CR1 Q 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. n 2. THLS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION Ll. CODE PER BECKON 101522. 3. REFER TO TE-DOWN DErAILS FOR PROPER INSTALLATION REOUIREMa TO A1EEr COOS 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2a4 /2 SPF. EXCEPT Q:fAS NOTED. LI.-I 5. STRUCTURES OVER 400 SQ. FT. WILL HAYE AN BO- MINIMUM DOOR 6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL CODES V / 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS Q AS PER FLORIDA BUILDING CODE B. FIAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF ALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MTH M BERS PROVIDED THAT THE AWED BEND DOES NOT INTERFERE ExISTING BRAKE KENOS IN THE STRAP. z `No1 l.T "Bq ���i m����� ...\_\CENSc- COGyii Q -J �': STATE WFO0RIDP 1111110 Q Matthew T. Baldwin P.E. Q Florida License 64608 Lii T sheet: FBPR-4 OF 6 l SECURED WITH STRAPS AS PER FASTENER SCHEDULE PROVAL 2018-01-16 \ /—PORCH END 4"x4" P.T. (2) 1/4"x6" LAG—BOL—TS—EAC—H—------- END OF ANGLED BRACE TYPICAL 4"x6" P.T. PORCH CORNER 4"x4" P.T. SECURED WITH STRAPS AS PER FASTENER SCHEDULE 4" 4" P T x (2) 1 /4"x6" LAG BOLTS EACH 11 END OF ANGLED BRACE TYPICAL 4 x6 P.T. PORCH INTERIOR COLUMN 2"x4",2"x6" OR 2"x8" TOP PLATE U1 OTC\ 4"x4" P.T. 4"x6" P.T. SECURED WITH STRAPS AS PER FASTENER SCHEDULE END WALL 4"x4"PORCH HEADER TIES INTO SIDE WALL A MINIMUM OF 1 STUD 2"x4",2"x6" OR 2"x8" UNDER PORCH 4"x4" 2"x4" JACK STUD—' PORCH TO �HFD CONNECTION WALL ntertek , s—I CU:�f RE I IL A Plans Review `Victor G Martin, PE FL PE M82379, LA PE 042017 LSUCCC OUO2436, TN PE 4120939 FILE C OPY CODE VERSION MANUFACTURER BUILDING TYPE CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD 'R' RATING OF WALLS, FLOOR, ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE REVISION' REV I DESCRIPTION By: OSED DAB F F OR 3001b POINT LOAD F 75PSF — 125PSF OPT. SO.Fr. OR LESS 8/31/15 Scale: N/A odel SS-CAB-180CR1 Q F. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED SY LOCAL JURISDICTION. J 2. THIS BUILDING IS D(EMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION 1015-M 3. REFER TO 71E—DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS.70 MEET CODE 4. ALL STUDS, RAFTERS. TRUSSES. ETC. ARE 2.4 12 SPF, EXCEPT AS NOTED. S. STRUCTURES OVER 400 So. FL wILL HAVE AN BO' MINIMUM DO L11 � 6. CURORERS TO BE INSTALLED ON—SffE BY OTHERS THRU LOCAL 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLODA v ' B. HAT METAL STRAPS CANGBE CODE. BENT AROUND STRUCTURAL MEMBERS Q OF WALL SDS. TRUSSES. CHORDS, ETC. TO HELP SECURE THESE WITHMEMBERS;NPROVIDED THAT THE ADDED BEND DOES NOT INTERFERE ANY ExLSONC BRAKES BENOs IN THE STRAP. Q �� .•�\CENSc- m Q iQ= �- — 8lop r STATE r•� Q ��i0 FO0RIGP �`� _ ��/11111111�� U 0 NA Matthew T. Baldwin P.E. m Florida License #64608 Q Sheet: FBPR-5 OF 6 Fastening Scheduledrl • (FBC Table 2304.10.11 Connection Fastening{a,m} Joist to sill or1C7,der 3 -8d commom (2 1/2' x 0.131') - 3' 14 gage staples 3ddging to joist 2 - 8d common (21/2' x G.131') 2 -3' X 0.232' nals 2- 3' 14 gage staples 1' x 6' subflner or less to each st 2 - 8d common (21/2' x 0.131')FVider then V x 5' sutfloor to eachjoist 3 - 8d commom (2 117), 0.131') sutrioor tojoist or girder 2 - 16d common (3112' x 0.152') Sole plate tojeist or blocking 16d (3 1/2' x 0.135) at 167 o.c. 3' x 0 131-nails-at-6=O.C. - - 3' 14 gage staples at 12' o.c. Sole plate to joist at blocking at braced wall 3 -16d common (3 1/2'x 0.135) at 16' o.c 12i )4 - 3' x 0.131' nails at 16" o.c. - 3' 14 gage staples at 16' D.C. Top plate to stud 2 - 16d common (3 112' x 0.162'1 3-3'x0131'nais - 3' '14 gage staples Stud to sole plate 4 - 8d common (2 1/2* x 0.1311 - 3' X 0.131' pals - 3' 14 gage Staples 2 - 15d common (3 1/2' x 0.162') 3-3'x0.131'nals 3 - 3' 14 gage staples Double studs 16d (3 1/2' x 0.135') at 24' ac. 13' 3' x 0.13 V nail at 8' D.C. 114gage staples at 8' o.c. Djuble top plates 16d (3 1/2' x 0.135) at 16' o.c. 3' x 0.13?' nail at 8' o.c. 3' 14 gage staples at 8' o.c DCL:ble top plates 8 - 16d common (3 1/2' x 0.152') 12-3'x 0.131' nails 12 - 3' 14 gage steples Bl.;ck!ng between joists or rafters to top plate 3 - 8d common (21/2' x 0.1311 3-3'x0.131'nals 3 - 3' 14 gage staples Rim joist to top plate 8d (2 112' x 0.'131") at 6' D.C. x 0.131 nals at 6' o.c. 3' 14 gage staples at 6' D.C. i. Top p!etes, laps and intersections 2 - 16d common (3 1/2' x 0.162') 3-3'x0.131'nals 3' 14 gage staples 1. Continuous header, two pieces 15d common (31/2' x 0.152') i. Ceding joists to plate 3 - 8d common (2 1/2' x 0 131') 5-3'x0.131'nals 3 - 14 gaga st anles 1. Continuous header to stud 41 - 8d common (2117 x 0.131') '. Ceding jcis's, laps over partitions 3 -15d common (3 1!7 x 0.135') minimum, Tab6 (See Table 23M 10.4. i) 3' x 0.131 nails 4 -;i 14 gage staples s. Ceilhgjcists to parallel raters 3 - 15d common (3 112" x 0.135') minimum. Tabl (See Table 2308.10 4.1) 4 - 3' x 0.131 nails 4 - 3- 14 gage staples ?. Rafter to plait 3 -8d common (21/2'x 0.13") 3-3'x 0,131'naps 3 - 3' 14 gage st axles ). 1' Dagonal brace to each stud and plate 2 - did common (2 1/2' x 0 13") 2-3'x 0.131 nails - 3' 14 gage staples ' 1. 1' x 8' sheathing to each bearing 3 - 8d common (2 1/2' x 0 131') 2. Wider than 1' x 8' sheathing to each bearing 3 - 8d common (21/2' x 0.131') 3. Built-up comer suds 16d common (1, 1/2' x 3' x 0.131 nals 3' 14 gage staples 4. Built-up girder and bearns 20d common (4' x 0.197) at 37 o.c 3' x 0.13V nails at 24' o.c. 3' 14 gage staples at 24' o.c. 2-20 common (4' x 0192") 3 - 3''14 gage staples 5. 2' planks i6d common (3 1/2' x 0.162') 6. Collar tie to ratter 3 -10d common (3' x 0.1481 - 3' x 0.131 nails 4 - 3' 14 gage at spies 7. Jack rafter to hip 3 - 10d common (3' x 0.1487) 4 - 3' x 0.1.31 nails 4 -'3' 14 gage staples 2 -16d common (3 1/2' x. 0.162') 3-3'x0131'nails 3 - 3' 14 gags staples 8. Rc'of rafter to 2-by ridge beam 2 -16d common (3 1/2' x 0.162') 3 - 3' x 0.131' rails 3 - 3' 14 gage Staples 2 -16d common (3 1/2' x 0 162') 3-3'x0131'nails 13 - 3' 14 gage staples - :toenail :toenail each end ;face nail face nail :blind and face nai ;Typical face nail !biacad wall panel :end nail !toene!I ;end nail !face nail i ;Typical face nail :lap splice 'toenail :face nail :16, D.C. :toenail :teeneil 1 :face nail 1 ;lace nail ;toenail :face nail 29. Joist to band joist ' 13 - 16d common (3 112" x U i35 ) PSI APPROVAL,m2-018-01-16 14 - 3 14 gage staplaS 30. Ledger strip i3 -16d common (31/2' x 0.162') on 14 - 3' x 0.131 nails 4 - 3' 14 gage staples 31. Wood structural panels end partic!eboard(b) ; VT and less 6d(c,l,gr Subilocr, roof and wall sheathing (to framing) 2 3r8' x 0.? 13' nail{n} 1 3/4' 16 gage{o} irglefioor(comdrationsubfloor-uTdeda'mer!to10-32'to314' Mal or6d(e) framing) 2 318' x 0 113' nail{p} 2' 16 gagefp} '718'to 1' 8d(c} - --�-------;-1_1/8' to 1 1/4' 1od(d} or ecl[d} 1314 End less 6d(c} 17187 to 1' 8d(c} 11 11T to 1 114- 10d(d} or 8d{d} 32. Panel siding (to framing)(q) 1117 aless N13 6d comm� nail (7 x 0.113') No. 16 gdge stap!e{I} 2F137 No. 111 gage roofing nal{h} 8d common nail (2 1/2' x 0.131'} No 16 gage stapleli} nail ate nail a each join; o.c Edges and intermediate. 4' o.c at mponent and cladding edge strip At zone 3 far to Figure 30.51 of ASCE 7] D.C. Edges and intermediate r.. vuen�n y itil".y 11, "w7 6' o.c. Edges and intermediate ;31T 6d(tc} a Co rimon or tax nails are permitted to be used ex cepC where V.1nerwise stated. b, Nais spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spaps are 46 mches or more. For nailing of wood structural panel and particleboard diaphrams and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c Common or deformed shark. (6d - 2" x 0.113`, Bd - 2 112' x 0.131'; 10d - 3" x 0.148') d. Common (6d - 2" x 0.11Y: 8d - 2 VT x 0.131": 10d - 3" x 0.148"). a. Deformed shank (6d - 2" x 0.1 I V ; W - 2 112" x 0.131'; 10d - 3' x 0.148"). Corrosion -resistant siding (6d - 1 718" x 0.106% 8d - 2 318" x 0.128") or casing (6d - 2" x 0.099'. 8d - 2 1/2" x 0.113') nail. D. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spac!no shall be 6 inches on center on the edges and 12 inches on center a1 intermediate supports for nonstructural sheathing. h. Corrosion -resistant roofing nails with 711E inch-demeter head end 1 112-inch length for 112-inch sheathing and 1 3/4-inch length for 125,12-inch sheathing. COrToslon-resistant staples with nominal 7116-inch crown or 1-inch crown end 'I 114inch length for 112-inch sheathing end 'I 1r2_tnch length for 25132-inch sheathii Panel supp.::rts at 16 inches (20 inches if strong h axis in the long direction of the panel, unless othenvise marked). I. Casing (1 112" x 0.080") or finish (1 1/2' x. 0.072") nails spaced at 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nals spaced at 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113"1 are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n For roof sheathing applications, fasterners spaced at 4 inches on center at edges, 8 inches at intermediate supports o. Fasteners spaced at 4Inches On center at edges, 8 inches a intermediate supports for subfioor and wall sheathing and 3Inches on center at edges, 6 inches at intermediate supports for roof sheathing. p Fasteners spaced a 4 inches on center at edges. 8 inches at intermediate supports. q. See Fastener Alternate Schedule r. Fasteners must be installed with even spacing between them across attaching member. Alternate Fastening Schedule Connection Fastening I ALT 31-33. Wood structural panels and particleboard 1/2' and less 2" x 0.092" Ring Shank Nall - Subllcor, roof and well sheathing (to framing) 1 5" from edge, 10" o.c. 1 Strap & Simpson Strong -Drive® SD Screw Schedule Strap & Fastener Schedule dal :24' o.c. Rafter :16, O.C. :16, D.C. ;face nail at top and bottom staggered on :Opposite sides nail at ends and at each splice Porch ;face nail I (Wall to Floor{a :toenail I Tie -Downs ;face nail a. Only needed o1 O Headers over IT toenail ;face nail astener I Rafter Fastener Plate Fastener Part>llDesc. Ulpllft Wall fastener lRafterl 0-SD9x1.5" 4-SWx1.5" H1 400 6-8d 6-SD10x2.5" 6-SD10x2.5" H1'IZ 750 6-16, 9x1.5" _ I 5-SDgxl5" SSfp1a•15" 2-509X1.5" SSTlgx15" H2A 495 5.8dx15" 5-8d H95A 535 - S Rafter{b} A33 - I 4-SD9x1.5" i 4•SD9X1.5" I j Porch A33 aSlener ) Floor FaStlner aster - - I Header{d} etc rteh , pir- 1,4S ace Plans Review: Vidor C. Martin, PE FL PE •82379, LA PE 942027 LSUCCC •U02436, TN PE f120939 4-8d 1plift I Column Fastener I Rafter Fasl 2.1r0*1 585 1 4-1Cdx1 5" Y OUR 750 4-10d 4-10d Tie -Downs , `.'8"x 30" luLcha 4,300 a. All straps can be substituted with an equivalent brand meeting some Strengths. �b Rafter ties to stud wall to be at ever. connection for 24" D.C.& can be every other for 16" c.c. but is required or, comers and studs adjacent to comers �c Only needed on aluminum & vinyl sheathing walls. �d Headers over 6'span. CODE VERSION MANUFACTURER - - - BUILDING -TYPE - CONSTRUCTION TYPE FIRE PROTECTION FIRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABLE NUMBER OF STORIES BASIC WIND SPEED EXPOSURE ENCLOSURE INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR LIVE LOAD 'R• RATING OF WALLS, FLOOR, -ROOF MODULES PER BUILDING HURRICANE PROTECTION USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE SUPERIOR SHEDS MANUFACTUREDUILDI G RESIDENTIAL LAWN STORAGE V-e NONE NONE STORAGE 1 Vr 18D.ph c ENCLOSED +/- 0.18 1.15 10PSF 30PSF OR 3001b POINT LOAD 1OPSF STD. 76P5F - 125PSF OPT. N/A 1 NO NO 719 SO.Fr. OR LESS 8/31/15 odel 'v ^ SS-CAB-180CR1 Plate Fastener 4-8d EL 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 6-16d(2.8' 2. THIS BUILDING Is EXEMPT FROM THE FBC ENERGY CONSERVATION 2-8dX1.5" N CODE PER SECTION 11015.22. s Bd L)L 3. R REFER TO rs ToMEET CODE FOR PROPER INSTALLATION W 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 02 SPF. EXCEPT I- AS NOTED. ) 5. STRUCTURES OVER 400 SO- Fr. WILL HAVE AN So' MINIMUM < 6. GUTTERS TO BE INSTALLED ON-SRE BY OTHERS THRU LOCAL CODES - > 7. All jINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS AS PER FLORIDA BUILDING CODE. B. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC, TO HELP SECURE THESE _ MEIABERS; PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES BENDS IN THE STRAP. z ��11111fill Q �\\\` E vat T eq /// M� ��. ..... X,• \_\CENSF J Q TATE : 4,1 % OF .•:, ILE CORIU •'_�� �i FS•''••••....... •• •� JG, �1� Ld '� � OI IJ W Matthew T. Baldwin P.E. �- Florida License #64608 11 Sheet: FBPR-6 OF 6