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Home My WebLink AboutConstruction PlansA r FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE OA EXPIRATION DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 64/05/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC a FL17381.1-R2 09/27/19 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/14/20 Series 402-14 01/29/19 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. F1.16806.4-114 11/11/20 Steel Roll -Up Sheet Door -10' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 Steel Roll -Up Sheet Door -12' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 Steel Roll -Up Sheet Door -16' Wide 06/18/19 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. FL8888.01-R5 12/31/19 Model 203 - Max. 12' Wide 10/06/17 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 Model 185 SH 03/27/19 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED ENCLOSED 180 180 180 180 180 N/A N/A NIA 156 N/A 165 N/A 180 N/A 180 N/A I 179 N/A ( 155 N/A II 180 NIA 1 175 180 N/A 138 147 180 172 154 133 174 157 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURUNS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERS 110 TO 166 89 TO 116 5.0 6 6 C 151 TO 180 117 TO 199 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat channel roof pudins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7° to 27° (1.5:12 to 6:19 pitch). Spacing requirements for other roof heights arid/or slopes may vary. 12 14 16 = 18 20 CD 22 25 24 ca 26 28 ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 30' Anchor 48"Anchor Detail 1C DETAILS I AND 1 D SHOWN ON SHEET 4 OF 6 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANWOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS 2. FRAMiNG CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. GENERAL (VOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -'BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBGAPPROVED PRODUCTS LIST (THIS SHEET); AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK, BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. S. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA; 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER, ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY.POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1 /2" x 2-1/2" TUBE STEEL (TS) WITH 2-114" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1I4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY." BECHTOL ENGINEERING AND TESTING, INC. 605 VVEST NEW YORK AVENUE DELAND, FLORIDA 3272.0 REVIEWED FORS CODE COMPLIANCE ST. vB0CCqjj.qW CIE COUNTY THIS IS TO CERTIFYTHATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (417). THE PLANS ARE VALID UNTIL THE NEXT REVISION OFTHE FLORIDA BUILDING CODE LJ InI�17/, Iris 0y�-Q 0+ - PI04 C�.9��5/TJNG, INC. ,- DELAN 0 ••. �� Certlflmle No. '" 8 .0 c - 7homar RE 46 i'� • FCORIOP'••'��j� 60MACARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 7/15119 RECHTOL ENGINEERING RR NrS AND 7ESMO, bra ml��°�'� RR "°Lb6 G19001 coumo aEmca..a4wve�o�aevrK.�wmvu.,m,ao ohm. d�r��HM°O00°"m a�aoraTB SHEET IOF6 I I BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE .TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL. END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FLOOD VENT (As appfleeble)1 ROLL -UP DOOR SWINGING DOOR (As applicable)-, (AS applicable) TYPICAL SIDE ELEVATION NOTTO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF FLOOD VENT (As applicffi10 ROLL -UP DOOR SWINGING DOOR (As applicable) . (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF m nnn um m re. ar, n—mm ROLL -UP DOOR SWINGING DOOR (As applicable)-, (Asapplicable)_ TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE 1:RAI TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (Asappkeble), (Asapplfeable). TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As epprcable) _, (As applcable) ., TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGINGDOOR (Asapplicable)-, (As applicable) -, TYPICAL SIDE ELEVATION NOT TO SCALE REVIEWED, CODE COMPI Ct CC TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE IANC DELAfM UNTY 1_z TYPICAL END ELEVATION CAROLIkJ4(I , OikiS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA `Oa we 7/15/19 AV BECHM ENGINEERNNG RR NTS AND 7ESAN0, Inc. RR 144tM" G79001 C.N51N..M0 GEOfECIMGLLEMNo--M-4MVM-TEF-"TE5TM" zENS `moo° 0ALIv°'- 0ip006un � TB SHEET 2 OF 6 - 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS a 12 Q3 a 24' 16 GA U•CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDF's AT w EACH END (4 PER BRACE) s u 24'MAXIMUMRAFTER SPAN ON SINGLE -RAFTER >24' TO.NY RAFTER SPAN 'REQUIRES _A TRUSSED RAFTER 7+ TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1 OF6. 3 4 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS` NSTALLATION INSTRUCTIONS 12 7iQ3 24" 16 GA U•CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDPs AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPA14_014.51NGLE RAFTER 124' TO 30' RAFTERSPAN'REQUIRES ATRUSSED RAFTER e rn r 'TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 10F6 3 1 TYPICAL RAFTERIPOST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE NOT TO SCALE SEE SEE TABLE i TABLE 1 OPENING FOR SWINGING SHEET S DOOR WITH NONSTRUCTURAL ii r 1 OF 6 1� 1OF S 0F 6 - HEADER s 12' MAX. OPENING FOR ROLLIIP DOOR TYPICAL SIDE WALI NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES CIPSMR%I 17 MAX. OPENING FOR ROLL -UP DOOR VM NONSTRUCTURAL w— 28 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS \14U2.18 GAUGE FURRING CHANNEL (PURLIN) -24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MAxfMUMRAFTER SPAN ON SINGLE RAFTER. >24' TO 30' RAFTERSPAN REQUIRES ATRUSSM RAFT TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-1018 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. SEE' TABLE 1 SHEET 3 IOF6 4 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL ROOF NOT TO SCALE -6. TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY or3occ 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) LUCTURAL HEADER ANowww TYPICAL ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN TO OPTION Iumoleeor�eWags) END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTHO (a�, 11 11 1i. NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO \ i J 24' 16 GA U-CHANNEL BRACE (5' O T POST) 48' 18 GA U CHANNEL BRACE 14• POST) BECF& GINEERlI11NG AND IIGG• INC. FULL WELD BRACE ANGLE SHALL BE MIN. 30° A L B oWA 3 0�35 S BOTH SIDES TO MAX. 4S' FROM HORIZONTAL. FULL 6' WELD C9f • 7t Von N BOTH SIDES B' 2ATVoFl �p p Florida 0. ST d ^ •• � OPTIONAL•24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE CAROLINAirmMPORTS, INC. WELD ALL WEB 3 p CONNECTIONS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BOTH SIDES - ri 7/1.9119 FREESTANDING BECHTOL ENGINEERING "" RR NTS OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE LEAN TO FRAMING PLAN �nrvT><sL�N� Inc."� '°" CMSLLTNG�OfFiTpI1CK El1VW01iN_NfKAND WTFJWS7FSiNG-un,rcc-: RRG19DD1 NOT TO SCALE NOT TO SCALE °"�"�°"WCoo607 I�TB SHEET 3 OF 6 • 1 INSTALL 12'x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 12'x MINIMUM 5-12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MINIMUM 2' MINIMUM MINIMUM 2-12' EMBEDMENT :::...: ... —MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS 000NCRETE BASE RAIL ANCHORAGE 1AA NolToScale DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT MINIMUM 4' l - CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE "= NotTo Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER ` TS END POST OR DOOR WINDOW FRAME POST a INSTALL 12' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 12' x MINIMUM 5-12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 67,OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS \. f----►I •MIN. 6' EMBEDMENT MINIMUM 4' CONTINUOUS 4'CONCRETE PAVEMENT SIBCONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) ASHERS 24' 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA tl-CHANNEL BRACE (8• TO 14' POST) TS CONTINUOUS BRACE ANGLE SHALL BE MIN.45• BASE RAIL TO MAX 60' FROM HORIZONTAL NIPPLE TOE RAFTER (SEE GROUND ANCHOR 'SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) TS BASEI WINDOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) 2'x25Q' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/WAIL WITH (4) #12-14 x 314• SDPs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale TS RAFTER 6- LONG TS NIPPLE `SECURE x POST gONIPPLE WITH RAFTER POST S_BOX EAVE RAFTER/POST DETAIL Not To Scale TS RAFTER POST 1-12' x 1-12' x 2' 16 GA CLIP ANGLE SECURE TO POSTAND BASE RAIL WITH (4) #12-14 x 3/4• SDPs, (2) ON TOP, (2) ON SIDE �TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale DRILL 5/8' HOLE THROUGH THE 2' WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 10 DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, WASHERS —TS CONTINUOUS BASE RAIL EYE ANCHOR `—'-if_Jar 5/B' ROD 48' LONG WITH 6" HELIX OR 5/8' ROD 60' LONG (SEE GROUND EYE ANCHOR (SEE GROUND ANCHOR WITH T HEIA SCHEDULE, SHEET 1 OF 6, 6/8' ROD 3W LONG SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DBL 4' HELIX FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE 8_,BASE RAIL ANCHORAGE NM To Seale Not To Some REVIEWED FOR CODE COMPLIANCE I'TSBOWRAFTER ST. LUCIE COUNTY 6'LONGTSNIPPLE C C SECURE POST TO NIPPLE NO SCREWS WITH (4) #12-14 x 3/4• SDPs REQUIRED IN BOW BENDW 6 GA U-CHANNEL BRACE (5' TO T POST) 6 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST CE ANGLE SHALL BE MIN. 45' AX 60' FROM HORIZONTAL BNIPPLE TOASE RAIL \� 3116 •' 3• 6' LONG TS NIPPLE SECURE RAFTER AND POST TO TS RAFTER POST NIPPLE WITH (4) 012-14 x 3/4' SELF -DRILLING FASTENERS "o 30W RAFTER/POST DETAIL Not To Scale POST 2"x 2' x 2.16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) 012-14 x 3/4' SDPs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW /-�1 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL J Not To Sole ts RI H�A�''�. 605 WEST NPsQt/ PORK AVENUE i� DELq�D FLORI�A 327 0 '• Q Certifxxte a u '; 8 r Ttrom2� ta, P.E / Floridakl ko SATE �i' S �•'• OR INC. INC. Fa 2-x2'SQ-16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH (4) #12.14 x 3/4' SDFs, (2) ON BOTTOM, (2) ON SIDE `- OR 2*x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POSTIRAFTER CONNECTION WITH (4) #12-14 x 3W SDPs, (2) ON POST, (2) ON RAFTER (.,_END POST/RAFTER CONN. DETAIL Not To Scale 1-12' x 1-1/2' x 2.16,GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) #1244 x 3/41 SDPs (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-112' x 1-12' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314' SDFs. (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER, POST CONNECTION DETAIL Not To Scale 2-1/4• FOR 12 GA FRAMING 2-12- FOR 14 GA FRAMING 16 GAUGE UCHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12-14 x 3/4- SDFS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale NIPPLE DBL HE a TS RAFTER POST JSE -S NIPPLE ACH WITH (4) #12-14 x 3/4' 6• LONG TS NIPPLE LLING FASTENERS SECURE EACH WITH LONG TS NIPPLE 12 GA TS POST (4) #12-14 z 3/4' 1/6, SECURE WITH (4) #12-14 x 3/4• SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS 0 TS BASE RAIL 2 GA DOUBLE TS HEADER ---12 GA TS POST 31MI6' \ NIPPLE TO DBL HDR. (-1 RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL Not To Scale Not To Scale 1-12• x 1-112• x 2.16 GA CLIP ANGLE SECURE TO RAFTER POSTAND GABLE RAIL WITH (4) #12-14 x 3/4' SDF-s, NIPPLE TO 3/161 TOP AND BOTTOM RAFTER SECURE WITH NIPPLE 4 #12-14 x 3/4' SDFs TS RAFTER 12• LONG TS NIPPLE SECURE POST TO NIPPLE , WITH (4) #12-14 x WC SDF . 1-12- x 1-12' x 2' 18 GA CLIP ANGLE - SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3W' SDFs, ° (2) ON TOP, (2) ON BOTTOM , 24.16 GA U-CHANNEL BRACE (V TO T POST) 6' LONG TS NIPPLE 46.16 GA U-CHANNEL BRACE (V TO 14- POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 47 TO NIPPLE WITH (4) #12-14 x 3/4- TO MAX. SW FROM HORIZONTAL ----y SELF-DRILUNG FASTENERS TS RAFTER POST TS RAFTER POST GABLE RAIL TO RAFTER POST SIDE EXTENSION CONNECTION DETAIL �ZRAFTER/POST DETAIL 1 B Not To Scale Not T-Scale V-12.18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x314- SDF SPACED NOT MORE THAN 48, O.C. 26 GA. METAL ROOF PANEL RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 3/16' NIPPLETO BASE RAIL RAFTER POST/BASE �1 BASE RAIL CONNECTION DETAIL Not To Seale IS RAFTER POST 2-x4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 3W SDFs, (2) ON POST, (2) ON RAFTER --TS LEAN TO RAFTER - 2'x2'k2.16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12--14 x 3/4- SDFs, (2) ON RAFTER (2) ON POST POST / LEAN-TO RAFTER CONN, DETAIL Not To Scale REVIEWED FOR "ODE COMPLIANCE ��.L �.lDIE V®U TY- BECH TS LEG POST TS LEG POST ^ Bowel �! DELANZ TS RAILS S POSTS I Cofflo l TS BASE --1 1t4' t— TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE 6- Ti SEE GENERAL NOTE No. 12, SHEET 1 OF 6. Florida fid%D ( INC. WEWWORKNAVENUE bA 7y3. a, OF VERTICAL SIDE OPTION' e 5;. SEE TASLE 1 OPENING FOR SWINGING DOOR SHEET Will TH NONSTRUCTURAL HEADER GIRTS _ B 4 (T)Tlcai) <s 4 a d 17 MAX OPENING FOR r. ROLL -UP DOOR WITH TYPICAL END, WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOTTO SCALE BOX EAVE FRAMERAFTER ENCLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE ENC1.osED teNGTH VAwEs ls � I� 1i� t��', TYPICAL SIDE ELEVATION NOT TO SCALE 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER Vol TH (2) #1214 x 3W SELF -DRILLING V--I )- / FASTENER SPACED NOT MORE THAN 48.0_C GIRTS (TyPlarl) 1 OPENING FOR SWINGING DOOR WI TH NONSTRUCTURAL HEADER V {��'v �• p ■ � �. p - � , �..:_- p V �' Irv► -- 0 �I �� Ili V V ,�I -• ..,-AND SPACING OF PAFTERS (Alm appOmble to End Walls) LENGTH VAPJES�7 _-, :-.AND VANDOW RAIL TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (As applicable)-r (As appliable) , i TYPICAL END ELEVATION NOT TO SCALE' PEVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY B o �R.dr' c BECGINEERINGAPIDT.rNG, INC. 6D5 YORKAVENUE DELAND, FLORIDA 3 38 8 Cerra of 111horMamn ao 2 anal o1,P.E STA OF Florida two.,3853 /lllltl�