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Home My WebLink AboutCARPORT PLANSI 0 RO4L—UP DOOR NOTES: .I I PLAN VIEW 2.5" BUILDING FRAMING RECESS 4' I UOOR WIDTi7-1 ELEVATION VIEW BUILDING FRAMING ' RECESS .75•J 14" DOOR WIDTH — ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE: —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS —ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE }"K5}" EXPANSION ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END -WALL POST 2" MIN. - -- BASE - GRADE _Ed II 1.�. III --III < a 2.500 PSI 4" CONCRETE SLAB WITH W.W.F. OR FIBER MESH �12" (2) #5 REBAR ® 6" O.C. [CAPACITY IMUM SOIL BEARING CONTINUOUS WITH MINIMUM 2,000 PSF (TP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL REINFORCING STEEL (REBAR) REQUIREMENTS: —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1}" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION- -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. P.-90 CODE VERSION FBE 2017 6N E n, _I O MANUFACTURER CARPoRTS ANYWHERE BUILDING TYPE krWT, 6TRUCTURE O _. CONSRiUCDONIYPL _ _ II_0_ _ RISK CATEGORY RNE PROTECNON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY m uGB BASIC WIND SPEED Va 170.p EXPOSURE C ENCLOSURE FNCIMW INIFANAL PRESSURE COEFDCIEW a/- 0.10 IMPORTANCE FACTOR 1-15 ROOF DEAD LOAD 10PSF ROOF LIVE LOAD 20PSF ON 3001e POINT IMD FLOOR DEAD LOW 10PSr FLOOR DVE LOAD WPEr •R• RATING OF WALLS, FLOOR. ROOF N/A 4000LES PER BUILDING 1 HURRICANE PROTECDON USAGE NO HURRICANE SHELTER USAGE INO SOUARE FOOTAGE I iZDO S0. FT. O 1�qq'od(-o r3 ROLL ;UP o REVIEWED FOR DOOR CODE COMPLIANCE ST. LUCIE COUNTY ! B..n B, MTB Date: i /'� 1 BOCC 4/11/19 Lo<O500 5001 Silver Oak Dr., Ft. Pierce, 34982 Da.l 401 X 30'W X 14'H CMFRei NOTES 1. THIS BOLDING IS EKEMPT FROM THE FEE ENERGY CONSERYAMM CODE PER SECWN CIGIA4 . 2 ALL STEEL MBING 51441 BE 50 NEI STFEL. 3. PWIVENG. ELECTWCN.. INGRESS/EGRESS PROPERTY SET -BALKS. AND/OR OTHER LOW. CODE REOUWEMENTS ARE THE RESPONSIBNM OF THE OWNER. 4. ROOF AND WALL SHEATHING SECURED WRH /12-14x1" 1 SELF-DRWNG SCREWS WITH SEAL WASHERS C 6' O.C. MAY. FLEW FRAWNG CONNECDONS SECURED WITH /12-143/4' SELF-DRUJ uREWs S. ALL SHOP WH CONNECNONS ME TO BE WETDEO. NO MWING ONSITE. ALL WELDING DONE N SHOP. 7. CONCRETE WANSONS ANCHORS ME TO BE MINIMUM O % 2'x3'. 2.600LB 11NSLE STRENGTH. & 12 OR flGk FPAMING IS 2.6�r3.6" NEE SIEFl. LUPREB L ME 2.25'#]5' T18E STEEL O o � O SCANNED Dd BY i St. Lucie County i 12"x12" REINFORCED FOOTER — I> ----------------------------- -- p+ oR w 4/ 13/ 19 > Matthew T. BOldw7D P.E. 3•-0„.T o e e 20 11 6/ I7V J Sheet: CA-1 OF 4 e TALL -UP OOOH 12 U POS (GGH SIDE OF DOLL -UP pall FRONT END WALL m wNG11 WOR 3'-0' LEFT SIDE WALL ROLL -TIP WJR 12 Ck POST (ETCH 90E OF All ROLL -UP DOORS) REAR END WALL RIGHT SIDE WALL WOE VERSION 1,G 3011 .0 E61bn. AUE-T-10 MANUFACNRER BUR-DING TYPE CONSTRUCOON� E_RISK CATEGORYRK "MNE PROTECNON FlRE SUPPRESSION SYSTEM ENCLOSURE LNCLOsm INTEMM PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.16 ROOF DEAD LOAD 10PSF ROOF TINE LOAD 20PSF OR 3.1mW IA+a FLOOR DUD LOAD 10P FLOOR LIVE LOAD SOPS, W RAPNG OF wAL1S, ELGO. ROOF N/A MODULES PER BUILDING 1 1200 S0. R. 8001 Silver Oak Dr., Ft. Pierce, 34982 otlel 40�L % 30*W X 14'H 1. THIS BUILDING, Is EXEMPT EAOM THE FLOC ENERGY CONSER✓ATION CODE PER SECTION C101A3. 2. NL STEEL. MENG SI BE 50 NS SIFE- 3.PLUMBING, EIECTmM INGRESS/EGRESS PROPERTY nFT_Re A ANO/OR OTHER 1➢PN. WOE RWUIREMENTS ARE 3E T(I BE SHOP. wELDE0. NO 1 IE TO ^11I IE TO BE MINIMUM 1. NBE STEEL NIPPLES V/ L1J V Z_ Q DIY/Y� w 4/13/19 86 Matthew T. Baldwin P.E. W III��. 11sa��cTgte R, dnDeLcn 4Fi0ina Fn Sh9 ll-. -COPV z 11K� LEFT SIDE WALL FRONT END WALL SPONGING DOOR REAR END WALL RIGHT SIDE WALL CODE VERSION FBG iG1T su c.n;n. AscE-T-+a MANUFACNRER CARPoWS AMWHERE e,,,, n,un rwc IIRIrD' SfRDCDWE RISK CATEGORY I FIRE PROTECDON NONE FIRE SUPPRESSION WErrEM NONE OCCUPANCY STOWWE BASIC WIND SPEED EXPOSURE C ENCLOSURE ENC,CSED INTERNAL PRESSURE COEFFICIENT ./- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD +GPSF ROOF m LOAD 2GPSF OR 3Com FGIRF Lab FLOOR DEAD LOAD +GPSF ROOK LIVE LOAD GGPSF ' RATING OF WALLS, ROOF, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECf10N USAGE NO HURRCANE SHELTER USAGE NO SQUARE FOOTAGE 1200 S0. FI. MTB 4/11/19 500 500 1 Silver Oak Or., Ft. Pierce, 34982 m: 40'L % 30'W X 14'H ,ns LDiNc Is IXEMPT FROM THE NBC MOW 9NSERVARON CODE PER SECDON C101A2. LL STEEL. MENG smW BE 30 ON Si .UMBING, EIEGTIGCAL. INGRESS/EGRESS, PROPERTY J-GXM AND/OR OTHIA LOW. CODE REANREMFNIS ARE iE RESPoNSIBRRY OF WE OWINER DOF AND Wu SHEATWNG SECURED WOH /13-14It Eli-DRIw G SCREWS WIn SEAL WASHERS o B' oc MA1L Q-D FIRMING WN ECNONS SECURED WITH /13-1443/r Eli-DWW G SCREWS. LL SHOP FRAMING CONNECTIONS APE TO BE WELDED. NO MING ONSIIE All WMING GONE IN SHOP. ONCREIE IXPANSCNS ANCHORS ARE TO BE MINIMUM /313_, 2,5WLE TENSILE STRO M. 1tG 2 OR A FRAMDG Is 2 bvQS* TUBE STEEL NIPPLES Cn w , W i w 4/13/19 MGttheW T. Baldwin P.E. Florida Lice Be OCRW n W6 0_ U) I Sheet: A-3 OF4 MINIMUM 6" TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)812-14x)' SELF-DRIWNG SCREWS 4 4' /NIPPLE TO Rscr RAIL POST TO BASE RAIL CONNECTION MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST W" (41112-14,4" SELF —DRILLING SCREWS Vx2'RY 16 GA. ANGLE CUP SECURED " (4) /12-1414" SELF —DRILLING SCREWS END POST TO BASE RAIL CONNECTION A. ANGLE CLIP SCE NON—STRUCTURAL NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR /12-141a' SELF—DRIWNG SCREWS ® 10" O.C. MAX.. 3' MAX. FROM CORNERS HORIZONTALLY/ 4" MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION 2'x2"x2' 16 GA ANGLE CUP SECURED WITH (4) /12-144' 16 GA. ANGLE CUP SECURED SELF—DRIWNG SCREWS SOY—DRILLING-14,aSOY—DRILLING OR DOUBLE TS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA ANGLE CLIP SECURED WITH (4) #12-14X3" SELF —DRILLING SCREWS VARIES -1-ItSTD. MAX. SPACING 3" MIN. STD. MAX. SPACING ,E-VARIES �i Q 4 I' SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF—DRIWNG a O.C. MAX& FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 170 Mph ROOF +24.6/-54.3 WALLS +28.9/-26.0 DOORS +28.9/-26.0 WINDOWS +28.9/-26.0 1 2 3 4 5 ZONE +12.4 —27.7 +15.5 —42.3 +24.6 —54.3 +28.9 —26.0 +27.8 —24.8 26 GAUGE ROOF SHEATHING SECURED WITH (1)/12-14X}' SELF—DRIWNG SCREWS 0 6' D.C. (9" O.C. MAX.) 1' 16 GAUGE FURRING CHANNEL "' O.C. MAIL SECURED WITH (2)812-14x1" SELF—DRIWNG SCREWS TO EACH RAFTER ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 16 CA U—CHANNEL BRACE. MIN. 24' UP TO ]' POST, MIN. 48' OVER ]' POST. MIN. 45' TO MAX. 6O FROM HORR. (EXCLUDE END —WALLS MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)J12-144" SELF—DRIWNG SCREWS MINIMUM 6" TS NIPPLE. NIPPLE TO WALL POST WITH 144" SELF —DRILLING SCREWS OR DOUBLE TS HEADER HEADER CONNECTION DETAIL OPTION 2 BOX EAVE RAFTER TO TRUSSED RAFTER POST CONNECTION DETAIL CONNECTION DETAIL MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)812-14x4" SELF —DRILLING SCREWS POST TO TRUSS APPROVED PRODUCTS APPROVAL NO. ROOF {SHEATHING Carports Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.4 SERIES 3100 CMPOM MMME CODE INFORMATION SION ITC: 201] 5N EdAI-. ASCE-]-1 URER W+PORis ITIYIINFAE TYPE UR SaUmn RON TYPE 11-R _ _ _ NCARGORY RISKGORYECRON NONEPRESSION SYSTEM NONECY SPORAGE BASIC WIND SPEED V�-1TOmp, EXPOSURE O ENCLOSURE ENCIMM INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 10PSF ROOF UW LOAD 201PSF OR 3001A FONT LOAD FLOOR DEAD L AAD '.z FLOOR UYE LOAD e5P6F 'R' RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECRON USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 72. 5I REVISIONS REV DESCRIPTON DATE BY (n J Q Q Drcnn BY: MTB O.W. 4/11/19 L Dom 5001 S1IVer Oak Dr., Ft. e, 34982 oEel 40'L X 30'W X t' E%.L N016 1. THIS BUII ATO 5 IXFMPF FROM TENERGY CL wEEL TU CODE PER SECTION C. 2, pll STER E.ECTRfflNG IN RE 50 N51 OPERTY 3. PLUMHING, E1MD/ORL. OTHER SET -RASPS. MD/OR OTHER LOCAL CDUWEMENIs ARE THE AND *,IBNIT OF THE OWNER 4 ROOF AND WALL CREWS ,MGNG SECURED 12 A. 0.c SELD FRAM14G SCREWS WNH SEAL ECU WAO A. O.3 VA%.5. RELD FRAMING CORNEGRON$ SECURE/@-14x3/C sLLSHOP11NG scGehs. 6. ALL SHOP FPAA6NG D. WENG ARE IN BE WEDGED. NO WELOWG OWA AL. WELDING DONE IN SHOP. ]. CONCRELE EXPNISONS ANCHORS IRE 1(I BE MINIMUM 1/2OR j FRA TENSIIE SIRENGTN. 8. 12 OR IArd FATUBE IS 25'#.5' TUBE SRII. NIPPLES APE 225'�315' TUBE STEEL 4/13/19 Matthew T. BGIdWin P.E. FI n # 608 0 Sheet: CA-4 OF 4 FILE COPY 0 FILE COPY mm I+ 2.5• PLAN VIEW BUILDING FRAMING 3' RECESS I- DOOR WIDTH�i ELEVATION VIEW BUILDING FRAMING RECESS .75'JDOOR WID OPTIONAL ROLL —UP DOOR -CONCRETE SPLASH —GUARD RECESS 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER NOTES: MESH) AND 12"02" REINFORCED FOOTER PERIMETER SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE: —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE STRUCTURE f�. + 4Y v1� s, }'xSW EXPANSION ANCHOR WITHIN 6' OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST 2" MIN. _ E RAIL GRADE 2,5( CRETE SLAB WITH W.W.F. OR FIBER MESH (2) TI5 REBAR TM O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2.000 PSF OYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL REINFORCING STEEL (REBAR) REQUIREMENTS, -MINIMUM GRADE 40 STEEL -REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: -THE REBAR IS BENT COLD -THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6-BAR DIAMETERS: AND -REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. -COVER: -2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE GROUT, AND k" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION: -METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. REVIEWED FOR OfAPLIANCE g�®LUCIIE COUNTY ®OCC COUNTY DIVISION FOR REVIEWED BY MUST DE iSWCA NO INSPECTION OR eCounty 12"x12" REINFORCED FOOTER St. Luc 1 ROLL _I O I e I4�.7 O 0 CODE VERSION MANUFACTURER 9UIlDMG TYPE CONSTPUCTION TYPE RSK CATEGORY FIRE PROTECr1ON FIRE SVPPRMON SYSTEM DCCUPA cv e C "No SPEID EVOSURE FNCIDSURE M MAL PRESSURE Cosnna Nr IMPORDMCE FACTOR ROOF DM IDAD ROOF 111'E lDAO FLOOR DM LOAD FLOOR 11YE LOAD 'R' RA1MG OF WALLS, FLOOR, ROOF MODULE PER BUMING HUMCANE PROTECnON USAGE HURMCANE SHELTER USAGE SaU ROOFAGE REVISIO REV I DESCRIPLO 1 ' R okw Ap0E0 m scam OLTNL F.1 M17 . EENon. 0.10 W MTB 4/11/19 Silver Oak Dr., Ft. Pierce, 34982 401 X 30'W X 14'H INO Is E10'MPT FROM IRE FEC mN NO 0 L61U R I6 F AWNG TUBE IIS ZB'a.6' MBE sR21. NPNES We ow -we '9L a A S w 8/26/19 Matthew T. BaltlWin P.E. z Florida License #64608 ' og Sheet: CA-1 OF 4 12 GA FRONT END WALL S""G DaoR LEFT SIDE WALL Wo -w DOOR 10 12 G& Po EAG 9DE OF Rat-w DDa REAR END WALL RIGHT SIDE WALL REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC ft F . a1UCDON D E CATEGORY PROIEMON sU itl SIGN sYSTEW PANcY WND SPEED WRE )SURE NAL PRESSURE COEFFlpQR RANCE FACTOR am LQAO M LOID i DEAD OAD I THE aA0 A1NG OF WALLS, FLOOR, ROOF L FER DU[ICNG [CANE PR01ECn01( USIGE ICANE S nMt USAGE RE FOOFAGE REVISIO1 DESCRIPT01 'cFno%V AWED w FaDen MA 5001 Silver Oak Dr., Ft. Pierce, 34982 aaa 401 X 30'W X 14'H 1. R., G Is E41IPE FROW WE M ENER �2. ALL51 wmNGG s�W w ECilED m010�I Al2 O. PWWMNQ ELEctmcm. NGRfw/EGR65, PROPERrc gT-DICK. AND/OR ORRR EOCIL WOE REaUIREMEIM IAf l.liN INp W�111 4ENMING TRE� WRR /12-141' sEli-DRUING SMIE" *RR SIX WA90SS a e' QQ WAIL S.FELD FRAIING COK$ W NE SEWRED WITH /12-I4.3/4' sFlF- WNG SCREWS. & ILL SHOP TRUING aNs ARE m eE *E . No ). W EIwANso�Ns�a10 s eREE m . Ww4uW 1/2t . 2,5 IENSRE 51REIICIN. 612 OR 1� FNNNG IS 26'A2.5' WK S NRPLFS LJ W 5- CD Z_ L Q 0 w 8/26/19 MattheW T. BaldWln P.E. W Florida License #64608 0 U) Sheet. CA-2 OF 4 FRONT END WALL LEFF SIDE WALL Sam DOOR _- (tr—. iAk" REAR END WALL RIGHT SIDE WALL REVIEWED FOR CODE COMPLIANCE J E a LUCIE COUNTY 13OCC I e 1 0 i > M1F 6M TYPE A J"I 'JT�PI FNCIMURE a1a.•O8D INTERNAL PNESSUW COEFFICIENT +/- 0.1e IMPORTANCE FACTOR 1.1e ROOF DEAD LOAD tuns ROOF t LMD =M OR aaom PartT Iwo FLOOR DFAD LOAD 101� FLOOR IN¢ LOAD aoP3 'R' RAIING OF WALLS, FL00R, ROOF WA MODULES PER WIWING I W. R. r —>t. lr. MT6 4/11/19 Silver Oak Dr., Ft. Pierce, 34982 40-L X 30-W X 14-H DaMPT FROM THE FBC MOM TO W wE1DE0. No IN eR ly Ta eE�iR1IMuM DE 51EEL NlrelFs U LLJ o - w 8/26/19 Matthew T. Baldwin P.E. LLJ Florida License #64608 0 (n Sheet: CA-3 OF 4 INTERIOR MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)012-1414' SELF-DRIWNG SCREWS POST TO BASE RAIL CONNECTION MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)112-144' SELF-DRIWNG SCREWS 2'x2'x2' 16 FA ANGLE CUP SECURED WTIH (4) P12-144' SELF-DRIWNG SCREWS END POST TO BASE RAIL CONNECTION A ANGLE CUP SCREWS-14xi?" NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL EXTERIOR SEIF-DRIWNG 10' O.C. MAX.. 3' CORNERS LY/ 4' MAX FROM DOOR FRAME TO POST CONNECTION 2'x2'x2' 16 CA, ANGLE CUP SECURED WITH (4) 012-141j' SELF -DRILLING SCREWS mow 2'x3'x2' 16 GA ANGLE CUP SECURED WITH (4) 112-144- SE -DRIWNG SCREWS OR DOUBLE TS HEADER INTERMEDIATE POST TO HEADER/BASE RAIL/OR HEADER CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA ANGLE CUP SECURED WITH (4) #12-14xj" SELF —DRILLING SCREWS VARIES STD. MAX. SPACIN 3" MIN. STD. MAX. SP CING OVARIES�i K i' SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSIRUCILONS 114x1' SELF-DRIWNG SCREWS O 6' O.C. MAX. @ 6MAX FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 170 Mph ROOF +24.6/-54.3 WALLS +28.9/-26.0 DOORS +28.9/-26.0 WINDOWS +28.9/-26.0 1 2 3 4 5 ZONE +12.4 —27.7 +15.5 —42.3 +24.6 —54.3 +28.9 —26.0 +27.8 —24.8 26 GAUGE ROOF SHEATHING SECURED µITN (1)112-14,r SELF-DRIWNG SCREWS O 6' O.C. (9' O.C. MAX.) 1' 16 GAUGE FURRING CHANNEL 48" O.C. MAIL SECURED WITH (2)P13-14x1' SELF-DRIWNG SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 16 GA. U-CHANNEL BRACE. MIN, 2C UP TO T POST. MIN. 4B' OVER T POST. MIN. 45 TO MAX. 6P FROM NORM (E)(CLUDE ENO -WALLS; MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH (4)112-144" SELF—DRIWNG SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL IMu : Tie. NIPPLE T ALL RI W (4)P1z-u>a' SELF-DRIwNG scRT:Ws OR DOUBLE TS HEADER f91ILDING TYPE CONSTRUCTION TIT HEADER CONNECTION DETAIL RISx CATEGORY OPTION 2 1 FlRE PROTELTON ME SUPPRESSION TRUSSED RAFTER CONNECTION DETAIL' 1 MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)P12-14,4' SELF-DRIWNG SCREWS IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD FLOOR UVE LOAD 'R• RATING OF WALLS. FLOOR, ROOF MODULES PER BUILDING HURRICANE SHELTER USAGE SOUARE F00TAGE RNSIOl POST TO TRUSS R 1 DESCRIPTOI CONNECTION I IEWEp FOR COMPLIANCE )CIE COuNT� BOCC APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR ROLL —UP DOOR JANUS INTERNATIONAL CORPORATION FL12765.4 SERIES 3100 =12 M 1,200 1 5001 Silver Oak Dr., Ft. Pierce, 34982 II EEi40'L X 3D'W X 14'H . THIS BNIDI IG IS EXWPT FROM THE I'M ETIERar ARE m BE WELOEo. No IN A m GNwum BE STD.. NIPRES VA 8/26/19 J Matthew T. BaldWin P.E. Q Florida License #64608 w o sheet: CA-4 OF 4