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Home My WebLink AboutProposed Utility StructureFBC APPROVED PRODUCTS LIST ` PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER STRUCTURAL COMPONENTS I ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL EXTERIOR DOORS EXTERIOR DOORS I}� 1 WINDOWS SWINGING ROLL -UP SINGLE HUNG FRONT ELEVATION SCALE: 1/8" =1' LEFT SIDE ELEVATION SCALE: 1/8' =1' UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 MI WINDOWS AND DOORS Model 185 SH GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL APPROVAL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, OR OTHER No. &DATE LOCAL ZONING REbUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY Q CAPABLE OF SUPPORTING DEAD LOAD OF THIISTRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOAD9,M THE FL9555.2 STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE 06/23/15 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. FL9555.2 06/23/15 4• FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3l4' SELF. DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6' O.C. AVERAGE. FL17996.5 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING 09/07/15 CONNECTIONS SHALL BE WELDED. FL8888.1 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. 05/31/15 CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 0AXW1 0.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER .REINFORCEMENT COMPLYING WITH ASTM C1116. FL17499.1 .7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL-AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 08/05/16 6. POST/RAFTER.BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 9• SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER eF5 TION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC F 201d jhG. d Ohl, ® O , SWI OCCUPANCY GROUP: CONSTRUCTION TYPE: RISK CATEGORY: BUILDING ENCLOSURE TYPE: WIND EXPOSURE CATEGORY: ULTIMATE WIND SPEED (MPH): NOMINAL DESIGN WIND SPEED (MPH): MEAN ROOF HEIGHT (FEET): ROOF ANGLE (DEGREES): DESIGN PRESSURES (PSF): ROOF: WALLS: SWINGING DOOR - ROLL -UP DOOR: WINDOW: NOTE: 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING. U II-B I ENCLOSED C 160 124 11.58 14.0 -35.3 -32.3 -39.7 33.0 -36.4 FW � a A t� U w w METAL FRAMING AND SIDING PREFABRICATED BY NGING DOOR WINDOW W CARPORTS ANYWHERE �y P.O. BOX 776 i N1 STARKE, FL 32091 THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL _ p ;0, i U ENGINEERING & TESTING, INC. AND J&B BUILDING SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE \ w w WRITTEN CONSENT OF BECHTOL ENGINEERING & TESTING, INC., U ► C= AND J&B BUILDING SERVICES, INC. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED RIGHT SIDEELEVATION SIDE PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE SCALE: 1/B D p ?` �? , I�JQUIREMENTS^ OF SECTION 1609 OF THE FLORIDA BUILDING CODE, TH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT LL� VISION OF THE FLORIDA BUILDING U NG CODE. WESTTN EW NcR 605 REAR ELEVATIOR SCALE: 1/8" = T THESE PLANS AND ALL PROPOSED WOF ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH Al6h APP6ICABLE CODES. DELAND, FLORIEa Certificate ofAufBb U s Thomas Florida Icense � � 8 8,� Qr� ^ • ` Wo •.aoo1•fill PROP_OSED_UTILITY_STRUCT_URE �� 5713 KILLARNEY AVENUE FORT PIERC , 10 R A BECHTOL ENGINEER/ RRl 6UVD 7E871N% Grc �� TB ax M,NG GMMCK �ru, W AWNY.orar. um Wmrws nsmw waNWS ��awam sm r.mmeM Ksvmura TB �j �25/17�25/17 xne NOTED G17002 SHEET 1 OF 3 FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' = V 1' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING FASTENER SPACED NOT MORE THAN 48.O.C. 4 Maximum 20' LEFT SIDE POST/RAFTER FRAMING PLAN SCALE: 118' =1' 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS WITH #12-14 x 3W SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING 26 GA. GALVANIZED FETAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING t 12 I Q 3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDF's AT EACH END (4 PER BRACE) 19 TYPICAL INTERIOR POST/RAFTER SECTION SCALE: 1/8' =1' 1' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. i 26 GA. METAL ROOF PANEL ZTSRAFTER ROOF PANEL ATTACHMENT Not To Scale REAR WALL POST/RAFTER FRAMING PLAN SCALE: 1l8' =1' w I1� �v ARM 2'-6' RIGHT SIDE POST/RAFTER FRAMING PLAN SCALE: 1/8' =1' —6" BEHTOL ENGINE KG'- T� ,opC. W 605 WEST NEW YORKA U �' DELAND,FLORIDA 32 ararra°ae d'ar L��gg�/ Certificate of O �vl,Q aaaQr-Ea' r � Thom echtol, P.'C i e Florida License No. i o Q r I � a S// �IONAL0/111m0k TS BOX EAVE RAFTER MINIMUM 6' LONG TS NIPPLE NIPPLE TO161—. SECURE WITH (4) #12-14 x 3l4' INSTALL 1/2' x 6' EXPANSION ANCHOR RAFTER MINIMUM 6' LONG TS NIPPLE SELF -DRILLING FASTENERS THROUGH BASE RAIL WITHIN 6' OF EACH SECURE WITH (4) X 3/4' RAFTER POST ALONG SIDES 48' 16 GA U-CHANNEL BRACE FAST#12-1ENERS SELF -DRILLING FASTENERS TIT TS RAFTER POST (CORNER) BRACE ANGLE SHALL BE MINA5° NIPPLETO 311G TO MAX. 60° FROM HORIZONTAL BASE RAIL 1-1/2' x 1-1/2' x 2' 16 GA CLIP E ANGLE, SECURE TO RAFTER 'EPOST 's AND BASE RAIL MINIMUM 2-114' EMBEDMENT � TS RAFTER POST i o i WITH (4) #12-14 x 3l4' SDFs v GROUND SURFACE NIPPLE TO 31i6' MINIMUM 6' LONG TS NIPPLE BASE RAIL o TS CONTINUOUS BASE RAIL �..12' SECURE RAFTER AND POST . .. TO NIPPLE WITH (4).2 -14 x 3l4' SELF -DRILLING FASTENERS TS CONTINUOUS BASE RAIL MONOLITHIC GONG. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5s CONTINUOUS CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 1 Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL NCA—D TS END POST OR DOOR/ WINDOW FRAME POST TS NON-STRUCTURAL HEADER BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3W SDF's, (2) ON BOTTOM AND (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 NON-STRUCTURAL HEADER, BASE ��MS12 R WINDOW RAIL CONNECTION DETAIL 5 TS POST SIDING BEHIND DOOR FRAME NOT SHOWN FOR CLARITY OF DETAIL TS NONSTRUCTURAL HEADER BANGLE CLIPS (Typical) SWINGING DOOR WITH JAM ASSEMBLY O �—TS POST A- RAFTER POST BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL L Not To Scale TS POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH #12-14x 3l4' SOPS TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON -STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL V Not To Scale INTERIOR A SECTION Not To Scale #12-14 x 3/4" SDF @ 12" O.C. EXTERIOR RAFTER POST/ BASE RAIL CONNECTION DETAIL `� Not To Scale TS RAFTER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH #12-14x 3/4' SDF's, 2 ON TOP AND 2 ON SIDE IEND POST END POST/RAFTER CONNECTION DETAIL � Not To Scale #12-14x314' SDF @ IT O.C. 2A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel With baked on epoxy primer & polyester top coat „ END POST/BASE RAIL CONNECTION DETAIL Not To Scale 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 2-1/2' FOR RAFTER, WITH (2) #12-14 x 3l4' 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale BECHTOL ENGINEER '° I 605WESTNEWYORKi DELAND, FLORIDA 32 4' Certificate of Authoftd homasBeio. ' Aw 9orida tennsee No. 3893 It F r � e a .4 Refs ///�%i/ q ® 1 PROPOSED UTILITY STRUCTURE 5713 KILLARNEY AVENUE FORT PIERCE, FLOR 251 BECHTOL ENG/NEER/NGm3r� AND 7EMN4 hm coNsu�nNo coorcc�alx•+AL. WMMIa E ffh. AND W mmm hsnw nw=m TIB woi,a G17002 Cwd adAi*.ftftN.00DXM � TB SHEET 3 OF 3