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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED QA APPROVAL EXPIRATION OPEN PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/050V 180 180 180 26 Gauge AG Panel 10110/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03(14/27 186 ISO 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VtNT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 NIA N/A NIA 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-Rl 09/14/20 NA 156 138 Series 402-14 01129/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-Rl 09/14/20 NIA 165 147 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12J31/19 N/A 180 174 Model 203 (12'Max. Width) 10/06/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-F# 11/11/20 N/A 158 138 Steel Roll Up Sheet Door (1 2� Max. Width) 01/10/18 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-Fo 10/17/23 NIA 175 157 Model 185 SH 12129/17 NOTES: 1. DOORS AND WINDOW . S SHOWN MAY. BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDIOR . MODELS. PROVIDED THE FOLLOWIN . G CONDITION . S ARE MET: A. PRODUCT SHALL HAVE AVALID FBC PRODUCT APPROVAL. 6: COMPONENTS ARE INSTALLED ACbORDING TO MANUFACTLIRE*S INSTALLATION REOPRIEM-ENTS 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWERED AS . NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. GENERALN i OTES: 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, INGRESSIEGRESS, PROPERTY SETmBACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED As NOWHABIITABLE UTILITYISTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTIN G,DEAD LOAD:OF THE STRUCTURE AND APPLICABLE LIVE AND WINDL,OADS, IMPR6 VEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHERCOMPONENTS NOT LIS! ED IN THE FBd APPAOVEb * PRODUCTS LIST (THIS SHE&).AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC.; WHICH EXERT ADDITIONAL LbAD�s ON THE STRUCTURE SHALL BE At TfIE OWNER'S RIS.K. BECHTOL ENGINEERING AND TESTING, INC.,, SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE D UE TO THE APPLICATION OF ADDITIONAL LOAbS. 3. ALL STEEL TUBING SHALL BE 60 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 TH I E DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE. LOCATION OF T14E BUILDING WITHIN THE STATE OF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #l12-14 x 314' SELF DRILLING SCREWS WITHOUT CONTROL S'EAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 46. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6XEImWl AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1 116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6� OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE 13ASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIREDFOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS . B. CONCRETE ANCHORS SHALLEE TAPCON REDHEAD L DT 112"x 5' OR EQUIVALENT OR WEJ-IT ANKRTITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. 9. POSTIRAFTER BRACING: BRACE ON EVERY POSURAFTER CONNECTION, ExcEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R31 8.1 OF THE Fec 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 FISF IS ASSUMED. 1 I.t+qA.ERAMING:_2_-_1/T x 2-112"TUBE STEEL (TISJ WITH 2-114"x 2-1/4'TS NIPPLES. 11 2 - 14TS WlTFI_2-x tTS- �PLE _C'�NUNG_2-11�4��x __2 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 I -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. TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS W114D ULTIMATE NOMINAL POST i RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR E . IND C . ATEGORY CATEGORY (M . PH) (MPH) (FEET) POSTS/RAFTERS POSTSIRAFtERI 110 TO 150 89TO116 5.0 6 6 1rl Tn 180J 11'7 TO 139 4.6 1 6 6 40TES: 1. Specifications applicable t626 gauge metal roof and wall panels fastened directly to 12 or f4 gauge steel tube framing, or 18 gauge hat channel roof purfins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7* to 27* (1.5:12 to 6:12 PItch). Spacing requirements for other roof heights and/or slopes may Very. 12 14 16 18 20 22 24 26 28 3D Detail 1 4 OF 6 File Cow vlb_G--oA� REVIEWED FOR CODE COMPLIANCE ST. LUCIE CO Ty BOCC V METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATI - DNS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARIEDBY. BECHTOL ENGINEERING AND TESTING, INC. 605 WEST. NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate oi Authorization No. 00005492 THIS IS TO CERTIFY THAT THE 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 (2017). THE PLANS ARE VALID UNTIL THE NEXr REVISION OF THE FLORIDA BUILDING CODE. v �� R..H AND TESTINO. No.3853a ITheg. B60b! re �� A I E: OF SCANNED BY St. Lucie Coupty ONAL '�T': CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA HECHTOL ENGINEERING FIR J11111 AJIM 7EMNa Lim FIR BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (M applicable) ROLL-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR (As applicable) (As applicable) (As applicable) (As applicable) Ito Fil 1i TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELE I VATION TYPICAL END ELEVATION NOT TO SCALE TO SCALE NOT TO SCALE NOTTOSCAIE NOT TO SCALE NOT TO SCALE 13OX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HOR IZONTAL ROOF FLOOD vENT (As appkaws) - ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR :Z:� (Asappricable) (As (As applicable) (As applicable) TYPICAL SIDE ELEVATION— TYPICAL END ELEVATION TYP16AL SIDE ELEVATION TYP [CAL E - NO . ELEVATIO . N TYPICAL� . SID . E E . LE . VA . TION TYPICAL END ELEVATION �—OT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EA VE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF --4� 60)C-EAVE-FRAME-RAFTER-ENCLOSED-BL-E)G-- VVR-fff��-APRQQIF - .--3 BOX EAVE FRAME RAFTER UTILITY BLDG VERTICAL ROOF FLOOD. VE.NT (AS appricabie) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (Asap Iscable) (As applicable) (As applicable) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE TYP16AL END ELEVATION 'ELEVATION NOT TO SCALE 0 SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE jj%jIIIIj/// c, BEECHTOLENGINE ' TE841NG, INC. 605 WEST NEWYORKAV FLORIDA 32720 r4o. 38538 offAudimUmson No4 C W . �P-F� STATE Or ThonnioBt Florida L d PILORQI� CAROLINA CARP6kf19j3Nd-. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECHTOLENGIAMMUNG Mo FIR 1' 2112119 NTS NOT TO SCALE NOT TO SCALE NOTTOSCALE m AM TIMMS, M, FIR G19001 SHEEr20F6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 24* 16 GA U-CHANNEL BRACE FASTENED To RAn ER WITH (2) #12-14 x 3f4SDPs AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE TYPICAL RAFTERtPOST FRAMING PLAN - BOW FRAME NOTTOSCALE (TYPICAL) 26 GA. GALVANIZED ME EAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS ION INSTRUCTIONS 12 16 GA U-GKANNEL BRACE TENED TO RAPTER WITH 912-14 x 3/4' SDF`s AT END (4 TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES I TYPICAL RAFTER/POST FRAMING PLAN - BOX FAVE NOT TO SCALE SEE kBLE I OPENING FOR SWINGING HSEr ll� DOOR WrrH NON-STRUCTURAL OF6 HEADER 'MD=DOWRAIL TYPICAL SIDE WALL OPENINGS FRAMING PLAN (M.-P E� W�) NOT TO SCALE LD S OPTIONAL 24�-VTO 30' TRUSSED RAFTER - BOW TO SCALE SEE TABLE A SHEET 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTUREFrS INSTALLATION INSTRUCTIONS �`IAW 18 GAUGE FURRING 16 GA U-CHANNEL BRACE TENED TO RAFTER WITH 112-14 x 3W SDFs AT H END (4 PER BRACE) 2W IMXIMUM 124' TO W R� cc� PIGAL-INTERIOR--�-�=,�-- FIAFTER/PosrFRAME EC-nYN--:7VE—RTl&9ffk ., ()OF- .s NOT TO SCALE 1 1/2' 18 GAUGE FURRING CHANNEL FASTENED T 0 EACH RAFTER WITH (2) M-14 X 3WSELF-DRILLING FASTENER SPACED NOT MORE THAN 48"O.C. 6-4 r3 . rVARIE SEE AS SHEE r 1 OF 6 LENO ABER I AND SPACING OF RAFTERS - TYPICA-7, POST/RAFrER-.Mi�INGPi�AN�VER-nCALROOE�—�--= NOT TO SCALE TYPICAL END WALL OPENINGS PosvRAFTER FRAMING PLAN NOT TO SCALE OPTIONAL 24'-1 " TO 30'TRUSSED RAFTER - BOX EAVE TYPICAL Bow RAFTER GABLE END FRAMING PLAN NOTTOSCALE T01CAL BOXEAvE RAFTER GABLE END FRAMING PLAN NOT TO SCALE #12-14x3/4'SELF-DRIWNG PEWS AT EACH END PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE 'STANDARD LEAN TO O'PTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS,� . NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABL I( FV+Mpggilft ,�Tl) 11 24' 16 GA U-CHANNEL BRACE (V TO T POST) 48' 16 GA U-CKANNEL BRACE (V TO IW POST) BRACE ANGLE SHALL BE MIN. 30- TO MAX. 46' FROM HORIZONTAL LEAN-TO FRAMING PLAN J. LL 7--� - STP'Te Or CAROYINAdIAVI, ",Iq -OKIINd. GENERIC PLANS FOR U BECHTOL ENGINEEMG MOP AAW 7ESMe lw- 1--. RK I-- G19001 . I IN TA A N DHFAID LOT 5 LL '2 N UMW T PC" :ANS'ON ANCHOR ' *XM' 'M AN H R 12 IN "o TH S 'MUM N 6. 0 a y END 0 E W" 0 0 ' M ROUGH E RAFTER P S AL NG SIDES AND W LL P T 0 LL S C S A CIS AL NG END WA E -nON MINIMUM A � �_Z . MINIMUM FOOTING (2500 PSI MIN.) 2 #Ss CONTINUOUS �._�\2CQN�CRETE BASE RAIL ANCHORAGE INSTALL Ur x MINIMUM 5' TAPGON REDHEAD LOT ANCHOR OR lir X MINIMUM SAW EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE 2"WASHERS DRILL SW HOLE THROUGH THE 2"WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS 1\ BASE RAIL AND SECURE TO ANCHOR EYE WITH UT DIAMETER THROUGH -BOLT TS CONTINUOUS BASE RAIL A; BASE RAIL AND SECURE To ANCHOR EYE WITH 10 DIAMETER THROUGH -BOLT TS CONTINUOUS J;BASE RAIL S' 2-1/2'EMBEDMENT CONTINUOUS 4'CONCRETE PAVEMENT C _?NCRETE BASE RAIL ANCHORAGE O_�CRET I (c�ONAL- OPEN CARPORTS ONLY) TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYEANCHOR 518'ROD 48' LONG WITH 6* HELIX OR 51a'ROD 60'LONG ��(SEE GROUND ANCHOR WITH r HEUX SCHEDULE, SHEET I OF 6, AS APPLICABLE —+FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYEANCHOR (SEE GROUND ANCHOR 518" ROD 30* LONG SCHEDULE, SHEET I OF 6, WITH DBIL 4" HEUX ... . FOR APPLICABIUM S_n-� BASE RAIL ANCHORAGE _�E RAIL Not To Scale DRILL 5/8' HOLE THROUGH THE 2WASHERS 24' 16 GA U-CHANNEL BRACE (S TO T POST) BASE RAIL AND SECURE I 4W 16 GA U-CHANNEL BRACE (8- TO 14� POST) TS BOW RAFTER 6"LONG TS NIPPLE ANCHOR EYE WITH 10DIA), ts CONTINUOUS BRACE ANGLE SHALL BE MIN. 45' SECURE POST TO NIPPLE THROUGH-. OLT—\ A/, -BASE RAJL TO MAX. 60' FROM HORIZONTAL NOSCREWS VWITH (4) #12-14 x 314'SDFs (SEE GROUND ANCHOR SCHEDULE. SHEET 1 OF 6, FOR REQUIRED ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR-----' * CONCRET E BASE FRAIL ANCHORAGE NotToScals (OPEN cARPoRrs WHERESLaB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3f4"SDFs RAFrER POST BOX EAV E RAFIER/POST DETAIL NctToS&o - TS RAFTER POST OR NON-STRUCTURAL HEADER -J TS END POST OR DOOR/ WINDOW FRAME POST 24'x2' 16 GA ANGLE CUP L SECURE TO POST (EACH SIDE) -1/2 —1 112'x 1.11r x Z' 16 SA CLIP TS BASEWNDOW R/UL,OR AND RAFTER CHORDIRAIL WITH ANGLE SECURE TO NON-STRUCTURAL HEADER (4) #12-14 x 3t4* SOF% (2) ON POST AND BASE RAJL 2 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM. (2) ON SIDE WITH (4) #12-14 x 3/4'SDF's, NOTE: AT ROLL -UP DOOR (2) ON TOP, (2) ON SIDE OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAUL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAI Not To Scale �TS CONTINUOUS BASE PAL i!0RD, OR 1� I I =-R CONN. DETAIL t , END POST/BASE RAIL CONN. ��-t To 3' -24" 16 GA U-CRANNEL BRACE (5- TO T POST) 4W 16 GA U-CHANNEL BRACE (8! TO 14' POST) BRACE ANGLE SHALL BE MIN. 4S' TO MAX. 60' FROM HORIZONTAL LONG TS NIPPLE POSTTO 20B BOW. RAFTER/POST DETAIL NotToScale TxTx2'16GAANGLECLIP SECURE TO POST AND TOP OF HEADER. OR BOTTOM OF WINDOW RAJUGIRT WITH (4) #12.14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE HEADER TS WINDOW RNLOR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL �'�ot To RAFTER POST CONTINUOUS BASE RAIL &POSTIBASE FRAIL CONN. DETAII Not?T-0 —Tle H .. . We. 0 NGINEE YORKA% DA =21) 3 0. 3653B 4 ___0 Lij z 1 4 qTATE OF PLOR0 .......... 2Xn2' 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH (4) 012-14 x 3/4' SDFs. (2) ON BOTTOM, (2) ON SIDE OR 2'X4'ISGAPLATE SECURE TO EACH SIDE OF TS END POST— POSTARAFTER CONNECTION WITH (4) #12-14 x 3W SDFs. (2) ON POST, (2) ON RAFTER K--�\ END POST/RAFTER CONN. DETAIL 1-10 x 1-12'x 2' 16 GA CLIP ANGLE SECLT RAFTER POST AND RAIL WITH (1) #12-14 x 3/4' SDPs (2) ON TOP. (2) ON SIDE POST I-10 x 1-112" x T 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314'SDPs, (2) ON TOP. (2) ON BOTTOM RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL NOIToScale NIPPLETC DBL. HDR. LONG TS NIPPLE (4) #12-14 x 314" SELF -DRILLING FASTENERS GA TS POST RAFTER POST S'LONGTSNIPPLE SECURE V41TH (4) #12-14 x X4' SELF -DRILLING FASTENERS GA DOUBLE TS HEADER DBL. RAFTER POST/DBI,. HEADER DETAIL RAFTER POSTMEADER DETAIL Nat To SmIs 1-1/2'x 1.1/2x 2' 16 GA CUP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012-14 x 3W SOPS, NIPPLET07 6- LONG TS NIPPLE TOP AN BOTTOM RAFTER 314* SDPs TS RAFTER Ir LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 X 3(4"SDFS, I -Ur x I Arr x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 012-14 x 314* SDFs. (2) ON TOP. (2) ON BOTTOM N" 24- 16 GA U-CHANNEL BRACE ( S* L014G TS NIPPLE 48' 16 GA U-CHANNEL BRACE (8 SECURE RAFTER AND POST TS GA13LE RAIL BRACE ANGLE SHAI To NIPPLE WITH (4) #12-14 x 3/4' TO MAX. 60- FROM SELF -DRILLING FASTENERS I RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11B Not To Scale 1-112* 18 GAUGE FURRING CHANNELFASTENED TO EACH RAFTER WITH (2) #12-14 X 314- SDF SPACED NOT MORE THAN 48' D.C. TS LEG 24 26 GA METAL ROOF P '4 7�� EL 12 GA F=NG AN TS BASE RAIL 2-10 FOR N 10 GAUGE U-CHANNEL BRACE FASTENED TO THE PosTAND RAFTER WITH (2) #12-14 x 3f4"SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) NotToScale SIDE EXTENSION �.RAFTER/POSTDETAIL - scale �'�NaT TS LEG TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314- SELF-DRILLING FASTENERS - /-12 GA TS POST BASE RAIL RAFTER POST/BASE �-n�BA�S�E �RAIL C�ONINEC�TION DETAIL N cal� RAFTER POST 2'X4� 16 GA PLATE (ONE REQUIRED) ECI IRS TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 314* SDFs, (2) ON POST. (2) ON RAFTER _�TS LEAN-TO RAFTER �2"X2'4' 16 GA ANGLE CUP SECURE TO POST AND RAFTERWiTH (4) #12-14X 3/4' SDPS, (2) ON RAFTER, (2) ON POST LEAN-TO RAFTER CONN. DETAIL H 3853 ATE OF 1ONA\- /1111111% VERT ICAL SIDE OPTION SEE TABLE I OPENING F�r SHEEr TwTH NON-ST GIRTS_< GIFTS (Typicai) O.E (rypcal) TYPICAL END WALL OPENINGS POSTIRAFTERIGIRT FRAMING PLAN NOT TO SCALE I TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE �1-112- IS GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 X 314- SELF-DRILILING FASTENER SPACED NOT MORE THAN W D.C. OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER M —.— �Wj �P N - is dw : I? MAK OPENING FOR R 0LL-UPDOORWI7H STIR UCTURAL HEADER I W, 'Mir I m mo 0 WINE N ..'a IIIIIIIIIIIIIN .-fik .. .... '019"Wit: NCAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVIE FRAME RAFTER. UTILITY. BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (As applicable), . (As applicable) . TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE INE IN %_ICEN r IN 8 . IT STATE OF: ......... C5, 'i,�)OIVAL