The URL can be used to link to this page

Home My WebLink AboutengineeringFBC APPROVED PRODUCTS LIL PRODUCT CATEGORY SUBCATEGORY I MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC 8x16 Flood Flap EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 EXTERIOR DOORS SWINGING - ELIXIR DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. Model 203 (1T Max: Width) EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (IT Max. Width) WINDOWS SINGLE HUNG MI WINDOWS AND DOORS - Model 185 SH APPROVAL No. & DATE QA EXPIRATION DATE FL6596.1-R5 0VOW7 10/10/17 FL6702.1-R5 03/14/27 10/10/17 FL17381.1-R2 09/27/19' 10/03/17 FL17996.3-R1 12/03/18 ON29/18 '. , FL 17996.5R1 09/14/20 01/29/18 FL8888.1-R5 12/31/18 10/06/17 FL16806A-R2 11/11/20 01/10/18 FL17499.1-R2 10117/18 12/29/17 - MAXIMUM ALLOWABLE, TABLE 1 END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING PARTIALLY ON -CENTERS ALONG RAFTERS OR ffCATEGORY ENCLOSED ENCLOSED PURLINS, AND POSTS OR GIRTS MUMOPEN ULTIMATE AFTER (INCHES) T 180 180 180RE WIND SPEED ING INTERIOR ENDRY (MPH). ET) POSTS/RAFTERS POSTSIRAFTERS 180 180 180 11 O TO 150 89 TO 116 5.0 6 6 1 C 151 TO 180 117 TO 139 4.0 6 g N/A WA WA NOTES: 1. Specifications applicable to 26 gauge metal roof and Wall - - Panels directly to 12 or 14 gauge steel lobe framing, or 18 i .gauge hat channel rcofpurifns. N/A 156 138 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 andlor slopes may vary, N/A ; 165 147 N/A 180 174 N/A 161 138 N/A i 175 157 NOTES: _- 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR 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 REOURIEMENTS - 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 NOTES: 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 FBC APPROVED 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. 3. 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 z 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 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6•W1 .4XW1 A 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 EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS 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 2-1W x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1W x 2-1/4' TS WITH Tx T TS NIPPLES.. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR U.S.WAOPENINGS 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 EVERY220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. rpm w 14 30'Anchor` 16 Detail lD 18 20 _ 48"Anchor 22 Detail IC -- 26 28 ,'60"Ancho 30 I i Dete 1C j IETAILS 1 C AND IDSHOWN ON SHEET 4 OF 6 FREC111VE) JUN 2 5 79 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 WEST NEW YORK AVENUE DELAND. FLORIDA 32720 Certificate of Authorization No. 00005492 THIS IS TO CERTIFY THAT THE CALCULATIONS AND ST,L.ucieCDUt SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE `�--- - UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITHTHE CODESIXT EDITINTS OS20173. HEPLA 1W9 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING REVIEWED FOR CODE �\\\\Hilt/, CODE COMPLIANCE s<e-I-m ��I� CO',,� BECHTNEWYOINEE D• STING,IqC. •• 07ecs LORI .3zreoA� Z: No,3853 - ®OC CertM=te of Au wN `.� Florida License 3 �� • • FLOR\�• CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA MVBECHTOL ENGINEERING ^� RR •'�' Nrs AND MmIiG, M . amm RR nm.xa G78081 muwiic oxw,ocy ormweeua,. wo aawns r¢rxo a,msce c..u.dw..wvm'woom„n TB-SHEET10F6 BOW FRAME RAFTER O. cN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR _(As applicable) (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) (Asapplicable) ENCLOSED LENGTH VARIES TYPICAL SIDE. ELEVATION TYPICAL. END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION NOTTOSCALE NOT TO SCALE. NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF FLOOD VENT (As applicable) - - ROLL -UP DOOR SWINGING DOOR (As applicable)- (As applicable) ROLLLP DOOR SWINGING DOOR (As applicable) (As applicable) 77 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION r° T NOT TO SCALE NOT TO SCALE 'NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable).. (As applicable)',. ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) _ �ENCLDSED LENGTH VARIES' , — - - • — ° TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION: TYPICAL END ELEVATION h NOT TO SCALE NOT TO SCALE 'NOT TO SCALE TYPICAL SIDE ELEVATION .TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEER[ NP.' -$�E9`tING INC. _. DELANo FLORI�A 327zo�u ti .• g8538. NO' Certificate ofAulh fion No.RE- • _ 'u_ Thomas Bechtcl, P.. Florida License '• 5 -(PT •\ ' . ........" CAROLINA `\\ CARPO*f , 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 '�° °"� NOT TO SCALE NOT TO SCALE NOT TO SCALE Nana MV BECHTOL ENGINEERING -.+.. � RR NTS AND TESTJNG, M. miauaai am,aouioi .um eavcus iex o+axaa n� RR my x.; G1800T TB1 SHEET20F6 r 28 GA GALVANIZEDCAL ROOF PANELS 26 GA GALVANIZED METAL ROOF PANELS FASTENED TORAFTERS PER MANUFACTURERS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 4 Q3 12 Q3 24' 16 GA U-CHANNEL BRACE 24• 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH `x FASTENED TO RAFTER WITH (2)#12-14x3l4'SDFs AT rNSTALLAT;IONINSTRUCIIONSCTIONS (2)#12-14x3/4'SDFs AT EACH END 4PER BRAC i ( EACH END (4 PER BRACE) m T4'M RAI RAREREQUI SPAN ES A MUSSEDGLE RARA a2d'T030'RAFfS RAFTER 1 IMUM SPANREQUI ON ESSINGLE RAFTER E0 RAFTER 3 SHON ONTHISSATRU55Eb o ASSHOWN ON THIS SHEET 4HOWN HON ONTHISSHEET ON THIS SHEET TYPICAL TYPICAL INTERIOR RAFTER/POST INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION- BOX EAVE - HORIZONTAL ROOF NOT TO SCALE NOTTOSCALE LENGTH VARIES DEPENDING. ON LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF Rw ERS NUMBER AND SPACING OF RAFTERS, JTABLEI d d TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOTTOSCALE NOT TO SCALE SEE. .SEE. TARIFI OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE. r\ 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 71-1/Y 18 GAUGE FURRING z24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH m (2)#12-14x 3/4•SDPE AT x EACH END (4 PER BRACE) W 1 24'WWIMUM RAFTERSPAN ON SINGLE RARER >24' TO W' RAFTER SPAN REQUIRES A TRUSSED RARER p AS 3HOWNONTHISSHEET b TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 14/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3T4' SELF-0RIWNG FASTENER SPACED NOT MORE THAN 48. O.C. 6 SEE TABLE 1 SHEET 3 `. 1OF8 4 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN -. VERTICAL ROOF NOT TO SCALE END WALL OPENINGS POST/RAFTERFRAMING PLAN NOTTOSCALE WELD ALL WEB CONNECTIONS, BOTH SIDES TRUSSED RAFTER - BOX 24' 16 GA UCHANNEL 4W 16 GA UCHANNEL I BRACE AN, TO MAX 4 S' WELD SIDES TYPICAL BOW RAFTER GABLE END. FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE L C^INI- I U Uri TUNS r-KAMINU PLAN bU I H UPTIONS SHO I I i III (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE T``////�// (STOT'POST) 1' 14' POST) BECHTOLENGINE I G,INd., L B MR1TAL H HORIZONTAL DaAND,T FLORIDA2 DELANq LORIDA 32 13 RI Car68oale olaM �I N 38 _ Luz - monks OF. FloridaU� gtPtE CAROLINA CAf GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AIV BECHTOL ENGINEERING rm M 121SH8 4� RR ,". ,LADING PLAN AND TESL NG, b.FRAMING NTS — RR "'°"°' G1e061 wTn4xxw."aaawvsm,Ncaimrra 'TB 1 SHEEr30FB Q MINIMUM ,112' x MINIMUM 5.12' EXPANSION ANCHOR dH BASE RAIL WITHIN 6' OF EACH RAFTER OLONG SIDES AND WITHIN 6' OF EACH END POST ALONG END WALL SEC710NS 2-12' EMBEDMENT . FOOTING (25M PSI MIN.) 2#IB CONTINUOUS /�_ CONCRETE BASE RAIL ANCHORAGE A' NWTOt ANCHOR EYE WITH 12' DIAMETER T mlru nl 4, rTSCONT s LJ (SEE GROUND ANCHOR MINIMUM4'-I SCHEDULE, SHEET 1.OF 6, FOR REQUIRED ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR. CONCRETE BASE RAIL ANCHORAGE iG NWTo3cele (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEETMINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOM / WINDOW FRAME POST C TO RAIL, TRUSS 27Q'x2. 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 314' SDI %(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 ONLYON SIDE OPPOSITE THE OPENING. iORD. OR INSTALL 12'x MINIMUM 5-1/2' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES \ r--—J-MIN.6' Z— CONTINUOUS 4'CONCRETE PAVEMENT 1 CONCRETE BASE RAIL ANCHORAGE Not To Swle (OPTIONAL- OPEN CARPORTS: ONLY) sBOX EAVE RAFTERIPOST DETAIL e+� NotT Scoel TS RAFTER POST x1-12'x 2'16.GA CUP .E SECURE TO 'AND BASE RAIL (4) #12.14 x 3/4- SDFs, i TOP, (2) ON SIDE • TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To SmIe THE ANCHOR EYE WITH TS CONTINUOUS BASE RAIL EYEANCHOR . --. SIB' ROD 4S' LONG WITH S'HEUX OR SW ROD 60'LONG 7qlN3gfp (SEE. GROUND. ANCHOR. WITH T HELIX, SCHEDULE, SHEET 1 OF 6, ASAPPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE Not TO SWe BOW RAFTER DRILL SW HOLE THRI BASERAILANDSI ANCHOR EYE WITH 12' 1 THROI TOP OF ASPHALT PAVE OR STABLE GROUND SUF EYEANCHOR U (SEE GROUND ANCHOR SW ROD 30"LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4'HELIX FOR APPLICABILITY) BASE RAIL ANCHORAGE tv .Not To Seele 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x SN' SDPs 24'i6 GA U•CHANNEL BRACE (6'TOT'POST) 48' 18 GA U-CHANNEL BRACE (6' TO W POST) 'ISRAFTER POSTE AN GLE SHALL BE MIN. 45' TO MAX: 60• FROM HORIZONTAL NIPPLE TO 3/16- BASE RAIL TS CONTINUOUSI 4. 9• 6' LONG TS NIPPLE r- T SECURE RAFTERAND POSTTO i NIPPLE WITH (4)#12-14x3/P RAFTER POST RRF RII I IMP CIIQ=m ee BOW RAFTER/POST DETAIL Not To5wle - (12 GA IF ROLL -UP DOOR FRAME) lr_2• x 2'.x 2' 16 GA ANGLE CLIP '/ SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4)#12-14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER GA IF ROLL -UP DOOR FRAME) I ' s TSWINDOWRAILORGIRT 11,^JI_ FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL V Not To Smle POST/BASE RAIL CONN. DETAIL NM To Scale BECHTOLENGINEErE 'Q�1 NG,• 605WESTNEWYORKA E� DB AND, FLORIDA 32721r Ce166wts 6oMlo gy38 �s W _ Thomas Icech , P.E 8 Fblitle Lkens 36� L,(\ PLO �FsIs ION `k\\\\ "°p1pyffi TB SHEET 4OF8 r TS END END POST/RAFTER CONN. DETAIL ' Na ro scab 1-12'x 2'16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12.14 z 314' SDFs, (2) ON TOP, L(2)'014 x 1-12'x2.16 GA (2)ON BOTTOM NGLE SECURETO R POST AND GABLE ITH (4) #12-14 x 314' SDFs TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not TO Scats 2-1/4' FOR 12 GA FRAMING 2-12' FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND \ RAFTER WITH (2) #12-14 z 314' SDFS AT EACH END (4 PER BRACE) --. BRACE SECTION Not TOSGIe 6' LONG TS NIPPLE SECURE EACH WITH (4)#12-14 x 3/4- SELF-DRILLING FASTENERS —'12 GA TS POST RAFTER POST/DBL. HEADER DETAIL Not To Scale '1-12'.x 1-12' SECURETOI GABLE RAIL I TOP AND BO' 1.12'x RAFTER POST/HEADER DETAIL Not To Scale 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 a 3/4' SDFs_, 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x3W SDF's 1 24' 16 GA U-CHANNEL BRACE{S' TO T POST) S' LONG TS NIPPLE. 48.16 GA U-CHANNEL BRACE IS TO 14' POST) SECURE RAFTERAND POST TS CABLE RAIL BRACE ANGLE SHALL BE MIN. 46• TO NIPPLE WITH (4)#12-14x 3W TO MAx.80' FROM HORIZONTAL FASTENERSr— SEI-r-DRILLINGTS RAFTER POST TS RAFTER POST GABLE RAIL TO RAFTER POST SIDE EXTENSION CONNECTION DETAIL RAFTER/POST DETAIL Not To Smle - Not TO Smb 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4- SDF SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL iv `TS RAFTER _/ ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not ToSmle TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE e' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS /-12 GA TS POST RAIL RAFTER POST/BASE IAEACOTOETAILR POST / LEAN-TO RAFTER CONN. DETAIL NM To Scale `\Illl111111//l BECHTOL ENGINEERING.�Y BDS WEST NEW YORK AVENUE 8 c / DELAND, FLORIDA 32720 �: '• LICEA/S,� CertlemteaAutn Bon No. •, 0 o. 38538 t' mes BeCM P.E. ' d. i/�s •'•F<ORIDA •' �� IZ OF S (NAL ;)ENG� SEE GENERAL NOTE No. 12, SHEET 1 OF 6. B VERTICAL SIDE GIRTS (Typical) OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET `WITH NONSTRUCTURAL HEADER 0 a 12 MAX OPENING FOR TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE CLOSED BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (As applipble) (As sppill! le) ,TYPICAL SIDE ELEVATION TYPICAL END ELEVATION , NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER EN GIRTS1 (Typiml) 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT NORETHAN48.O.C. [jjj.OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER It®I®I I —I I —I ®I�I�I�I 14�,_ I� I®I®I—I_—ICI®ICI TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOTTOSCALE __ ... BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR (Asapplioeble)-i (As appBcaMe). .� BECHTOL 005 YORKA E E TE 8ELAND, LORIDA NAVENUE DELAND, FLORIDA 3tim CeNfimta orA a�r_o: ND 38535 ';� Thoms Sac P.E. Florida Lim No. �� '•,, ,StArf pF '/`� ENG`a�.