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Home My WebLink AboutAPPROVED PRODUCT- F6cAPPROVED- PRODUCTS LIST -- GENERAL NOTES: " CUPANCY GROUP: U 1 - THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CONSTRUCTIONTYPE. 11B CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, RISK CATEGORY: I APPROVAL INGRESS/EGRESS, PROPERTY SET-BACKS,:FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE PRODUCT CATEGORY SUBCATEGORY MANUFACTURER THE RESPONSIBILITYOFOTHERS. BUILDING ENCLOSURE TYPE: ENCLOSED No & DATE " 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE BUILDINGS (RISK CATEGORY I) CAPABLE OF W ND EXPOSU E I R CATEGORY: C SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS IMPROVEMENTS'NOT SPECIFICALLY STRUCTURAL- COMPONENTS ROOF DECK CAROLINA CARPORTS, INC.• FL6596.1-R5 ADDRESSED HEREIN; INCLUDING DOORS, WINDOWS,. 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 ULTIMATE WIND SPEED (MPH): 150 26 Gauge AG Panel 10/10/17 STRUCTURE SHALL BE AT THE OWNER'S RISK. _ BECHTOL:ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR NOMINAL DESIGN WIND SPEED (MPH): 116 STRUCTURAL DAMAGE OR. FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL670ill-R5 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. L. MEAN ROOF HEIGHT (FEET): 12.73 26-Gauge:AG Panel 10/10/17. ROOF ANGLE (DEGREES): 14.0 4 ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO. MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 DESIGN PRESSURES. (PSF): Series 407 .. 01/29/18 5. _ 1 /4 SELF SHOP ALL FIELD FRAMING CONNECTIONS SHALL BE #12- 4 x 3 EL DRILLING SCREWS WITHOUT CONTROL SEAL WA$HER. 'ALL , D FRAMING CONNECTIONS SHALL BE WELDED. ROOF:. . EXTERIOR' DOORS ROLL -UP'- ASTA.INDUSTRIES INC. FL8888A R5 6. .CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF. 2500 PSI AT 28 DAYS..THE REINFORCING STEEL SHALL BE ZONE:1: ZONE 2: +18:0 / -25.9 +160 / -36.5 :. Model 10/0 7/17 MINIMUM GRADE 0. CONCRETE. B WITH 6X6-W1 4XW1..4 WELDED WIRE ZONE 3: +16.0 P-57.6 . M A H L 16. COMPLYING WITH AST 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C11 DESIGN ROOF PRESSURES: +16.0 / -31A STRUCTURAL COMPONENTS --' . FLOOD VENT- FLOOD FLAPS, LLC FL17381.1rR2 7. CONCRETE ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT 1252, OR EQUIVALENT. w�zoNE 8x16 Flood Flap 10/03/17 .. a:: +Ms T/ 291 - 8.. E POST/RAFTER BRACING: BRACE ON EV ER POST/RAFTE .R CONNEC TION, EXCEPT FOR END WALLS AND GABLE ENDS. +26:7 / 32.5 9• SLAB FOUNDATION SUBGRADE SOILS SHALL BETERMITE TREATED AND COVERED WITH 6.MIL VAPOR RETARDER.PER SECTION' DESIGN WA PRESSURES: +26 7 30:1 R318.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) RESIDENTIAL; AND SECTION 1816.1 OF THE FLORIDA BUILDING . SWINGING DOOR +29.9 / -32 5 ESE PLANS EDITION 2017) BUILDING. MINIMUM ALLOWABLE SF IS, CODE SIXTH RE P $ ALL PAGE SED WOR1< ARE SUS,lECT-TO ANY CORRECTIOPIS i• 10. ASSUMED. . 2-1/2" 2-1/4" ROLL UP DOOR: +26 0 / -30 7 - �Y REQUIRED _ 14 GA.FRAMING: x 2-1/2' TUBE STEEL (TS) WITH 2-1/4" x TS NIPPLES: 12 GAFRAMING:. 2 1/4" x 2 l/4" TS WITH 2" x 2" TS NIPPLES: Iq ,1/� /�e,n�I L1JIV1QiW011r6V' ., BY FlaD INKCTORS THAT ➢�IivDEI�IECES �R1' D 0 IN OR ER T h SY LUCIE COUNTY TY. BUILDING LDi ROLL -UP DOOR �opt�{� ��t, �rvJllr`rfi . - - ' ITX--UAF?JJ e!' Mt:_CO�: e - SWINGING DOOR REV FOR COI PLIA ._ - REVIEWED BY NC�ALED FASTENERS ORATfACHKi'$ NOTE: 12 GA F D/kTE . MINE =PLANS AND' ERMIT PIPAMUST BE KEPT ON JOB r � nncmcnwrvryyltllLfllpFiNE CONTARCTOAOFBECOAD FRONT WALL AND DOOR RECESSED 26, FRONT ELEVATION .SCALE:. 1/8"=1' LEFT.SIDE ELEVATION- . SCALE: 1/8" = i, - REAR ELEVATION SCALE: 1/8•:= 1' OR NO IN ILL BE MADE METAL FRAMING AND, SIDING PREFABRICATED BY CAROLINA CARPORTS; INC. . P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 THIS IS 70 CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE.WITH THE REQUIREMENTS OF. SECTIO.N.1609 OF THE FLORIDA BUILDING CODE; SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA ' BUILDING CODE. \11ILI1/ H' BFC .o.�'\GEMS •'S'TO�� BECHTOL ENGINEERING TESTING, INC.-:• '• 605 WEST NEW YORK AVENUE. - rJO,' 38538 DELAND, FLORIDA 32720 Certificate of Authorization No. Tho as Bechtol; P ' Florida License No. e,Ll ,� • •,FLORID. •• G;�� ' II \ PROPOSED UTILITY STRUCTURE 2025-ESPLANADE AVENUE WEST . FORT PIERCE, FLORIDA 8 .. /6H8' BECHTOL ENG/NEERM m?ft' NM _.NTs AND'7E8T)NC� Irra - ,a MKB .. noum .G18001. .. . eomnnio cmm�wcu, orvnaaonK Iwo uAronus nsnxo ola�s ' oar°w"'�n"°°°u°°"'' ' '• _ uriovmc TB. . SHEET 1 OF 3 . . FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8• =1' ENCLOSED WALL 4' OPEN T-4" LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8' = V 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 126 GA. GALVANIZED METAL ROOF PANELS \ FASTENED TO RAFTERS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 24. 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314• SDFs AT EACH END (4 PER BRACE) TYPICAL RAFTER/POST FRAMING SECTION SCALE: 1/8' = V REAR WALL POST/RAFTER FRAMING PLAN SCALE: 1/8• =1' FRONT WALL 'OPEN tI 10' ENCLOSED-� mum 1.1 10 Il.- II 11618" 35' RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" = T C '•.•EN BECHTOL ENGINEERING Q51hI � $NG, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 No. 381'38 1 _ Certificate of Authorization No. • m� Thoas chto P.E. RoddaLiceeNo. 8 %� P �'••.F(pRl ns /ONAl- ��:•��• ///llllII10 PROPOSED UTILITY STRUCTURE 2025 ESPLANADE AVENUE WEST FORT PIERCE, FLORIDA 816/18 W� BECHTOL ENGINEERING NM NTS AND TESTTNG� hm '�" MKB G18001 Q.drd/MEWxftnNm0QX6 � TB SHEET 2 OF 3 . 1 MINIMUM INSTALL Tic x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDPs, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL �-�_ END POST/BASE RAIL CONN. `' Not To Scale AFTER POST 4G TS NIPPLE RE WITH (4) #12-14 x 3/4" DRILLING FASTENERS , DOUBLETS HEADER NIPPLE TO DBL. HDR. 9 RAFTER POST/HEADER DETAIL Not To Scale BOW RAFTER NO SCREWS REQUIRED IN BOW BEND } 48" 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN. 45" 9-1/2" TO MAX. 60" FROM HORIZONTAL 6" 3" 3" 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL � Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH (4) #12-14 x 3W SDPs TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW s RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS 12 GA TS POST TS BASE RAIL 3/16" NIPPLE TO BASE RAIL RAFTER POST/BASE sm,BASE RAIL CONNECTION DETAIL Not To Scale NIPPLE TO 3/16" BASE RAIL 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDPs RAFTER POST CONTINUOUS BASE RAIL 3 POST/BASE RAIL CONN. DETAIL Not To Scale 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, A (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CONN. DETAIL Not To Scale VA 2-1/4" FOR 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4" SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASE/WINDOW RAIL OR NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3/4" 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 4 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE TO\ 3H6" DBL. HDR 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS 2 GA TS POST E RAFTER POST/DBL. HEADER DETAIL Not To Scale H BECHTOL ENGINEERIj • •1'�IC• T� 605 WEST NEW YORKAVEN i DELAND, FLORIDA 32720 �� ' •• l i Certificate ofAuthoriz ' _ 92'.• No 38538 1 n _ Thas Bechtol, .E. %�•' OF •" Florida License cense No. 38538 STATE NA\- • /1111111\ PROPOSED UTILITY STRUCTURE 2025 ESPLANADE AVENUE WEST FORT PIERCE, FLORIDA I — 8/6/18 BECHTOL ENGINEERING oR� NM 'G1e NTS AND TE877NC"" 6Ta. O� MKB G18001 C0WXLTW GEOTEDOW.M. EWPOMMFMAL am MATERNLS T6MMo ENMEM °'llrd"'e"'x " ft ®°`@ A"" m TB SHEET 3 OF 3 :. FBC APPROVED PRODUCTS LIST ,CUPANCY GROUP: GENERAL NOTES: U .. 1. THESE PLANS PERTAIN. ONLY TO THE STRUCTURE, INCLUDING MAIN WIND -FORCE RESISTING SYSTEM, COMPONENTS AND co CONSTRUCTION TYPE: n s CLADDING, AND BASE RAIL ANC_ HORAGE OTHER DESIGN ISSUES, INCLUDING BUTNOT LIMITED TO PLUMBING, ELECTRICAL, RI SK CATEGORY: - ' APPROVAL INGRESS/EGRESS; PROPERTY SET-BACKS,:FINISH'FLOOR ELEVATION AND.SLOPE,_OR OTHER LOCAL ZONING REQUIREMENTS ARE PRODUCT CATEGORY SUB CATEGORY MANUFACTURER THE RESPONSIBILITY OF OTHERS. BUILDING ENCLOSURE TYPE: ENCLOSED No & DATE z THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE'UTILITY/STORAGE BUILDINGS (RISK CATEGORY I CAPABLE OF. WIND; EXPOSURE CATEGORY: C . SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT.SPECIFICALLY - STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 ADDRESSED HEREIN; INCLUDING DOORS, WINDOWS,.OR OTHER -COMPONENTS NOT LISTED IN THE FBC APPROVED, PRODUCTS ULTIMATE WIND SPEED (MPH): 150 LIST THIS SHEET AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC WHICH EXERT ADDITIONAL.LOADS ON THE 26 GaUge AG Panel 10/10/17 STRUCTURE SHALL BE AT THE OWNER'S RISK: BECHTOL:ENGINEERING RNDTESTING, INC., SHALL NOT BE RESPONSIBLE FOR NOMINAL DE GN, WIND SPEED (MPH).. 116 STRUCTURAL DAMAGE OR. FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. STRUCTURAL COMPONENTS, STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 MEAN ROOF HEIGHT(FEET): ;' 12.73 26 GaugeAG Panel 10%10/17. 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 ROOF ANGLE (DEGREES):. 14:0. EXTERIOR DOORS - SWINGING. ELIXIR DOOR AND -METAL COMPANY ' FL17996:5-R1 DESIGN PRESSURES PSF : .: - Series 407' .. 01/29/18 5. ALL FIELD FRAMING CONNECTIONS SFiALL.BE #12 14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER: ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED: . - .. ROOF:.. EXTERIOR' DOORS ROLL=UP ASTA.INDUSTRIES INC. FL8888:1 R5 . 6. .CONCRETE SHALL' HAVE"A MINIMUM COMPRESSIVE STRENGTH OF. 2500 PSI AT M DAYS..THE REINFORCING STEEL SHALL BE ZONE.1: +16.0/ 259 +16:0. / -36:5 Model 203 10/07/1-7- • MINIMUM. GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1..4XW1..4 WELDED WIRE FABRIC . zoNE 3: +16.0 /:-57.6 . .COMPLYING WITH ASTM A 185 .OR WITH SYNTHETIC FIBER'REINFORCEMENT COMPLYING WITH ASTM C1116.DESIGN ROOF PRESSURES: .+116.01,311.4 STRUCTURAL COMPONENTS FLOOD VENT- FLOOD FLAPS', LLC :. , FL17381.1rR2 ' 7. CONCRETE ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT 1252, OR EQUNALENT. - WALLS: 1 8x 6 Flood Flap 10103/17. ZONE 4: .. - � - 8. POST%RAFTER BRACING: BRACE ON EVERY POST%RAFTER CONNECTION EXCEPT FOR END WALLS AND GABLE ENDS. ZONE 5: 9 SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND'COVERED WITH 6,MIL VAPOR RETARDER PER SECTION DESIGN W LL PRESSURES: - A +26.7 / -301 - R318.1 OF THE FLORIDA BUILDING CODE -SIXTH EDITION 2017 - RESIDENTIAL, AND SECTION 1816.1'OF THE FLORIDA BUILDING. SWINGING DOOR: 29.9 % -32 5 CODE SIXTH EDITION (20.17) BUILDING, MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS, _+ ASSUMED. -' ROLL -UP DOOR: +28.01-30.7 By. ' 10. -14 GA. FRAMING: 2 1/2" x 2-1/2"TUBE STEEL T.S) WITH 2- 1/4" x 2=1/4" TS. NIPPLES: - 12 GA FRAMING: 2 1/4" x 2 1/4" TS WITH 2" x2" TS NIPPLES: -ROLL-UP DOOR 'SWINGING DOOR NOTE: 12 GA FRAMING :.METAL FRAMING'ANDSIDING.PREFABRICATED BY. ._ CAROLINA CARPORTS.; TNC: P.O. BOXf263_ DOBSON, NORTH CAROLINA 27017 .. .. 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 FRONT. WALL AND DOOR RECESSED 25' SECTION. OF. THE FLORIDA BUILDING CODE; SIXTH EDITION (2017). : ". FRONT ELEVATION ..: UNTIL THE NEXT REVISION OF THE FLORIDA : - ' .' euUDINGcooE:vauou RIGHT. SIDE ELEVATION.. . ' SCALE:. 1/8" =1' _ .. .. - .. .. .. _ - ,' _ ,' .. SCALE . 1/8" 1' _ .. .. .. BECHTOI: ENGINEERING D TESTING, INC.. No.3$538 _ DELAND; FLORIDA 32720 . Z. "lion Certificate of Author! No. Thomas Bechtol; Florida No.38538 License J0� /ONA1,;��• �/? PROPOSED UTILITY STRUCTURE 1I1►' 2025 ESPLANADE AVENU E EST 8" x 16" FLOOD VENT (Typical, Total 6f2) LEFT: SIDE ELEVATION-- - - .. REAR ELEVATION . . FORT PIE . PIERCE''FLORIDA. SCALE: 1/8" = 1' - ' ' - SCALE: 1/8 - T : BuraC snOc G/NEER/N rma ¢ve .. 8/6/l8' s. . .AV nnKB '"°�,d c1 6001. � uNara o cmmcu. DMO&001. AND UUMMS mn dmm s rrrawmom�u.. xw"a TB FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8" = T FRONT WALL F--10' ENCLOSED }7 25' 4' F�-4'4° 4'4° 1'�" LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" =1' 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 3 �3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314" SDPs AT EACH END (4 PER BRACE) TYPICAL RAFTER/POST FRAMING SECTION SCALE: 1/8" = 1' REAR WALL POST/RAFTER FRAMING PLAN SCALE: 1/8' = 1' _ FRONT WALL 25' OPEN �}1�10' ENCLOSED m1-im — 35' RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" =1' 3'-6" \```111►Flitl��``'' .�� PS Ft• H BECHTOL ENGINEERING AN STIN••, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 No. 385 8 Certificate of Authorization No. 54 1 Tho as Bechtol, R.E. STATE F °• �(/�� Florida License No. iO� •••, F •• NAI- lt'I11 0 PROPOSED UTILITY STRUCTURE 2025 ESPLANADE AVENUE WEST FORT PIERCE, FLORIDA FF1° — 8/6/18 BECHTOL ENGINEERING NM E NTS AND 7F877NG, hw- '-0� MKI3 "m`M6 G18001 CONRUNG GEoIEe�G01. DAMMUMU. NO Euhxws 7MM ENOMMIS 0.01d ''"" ftam0Q1°' """ °''� TB SHEET 2 OF 3 INSTALL VT x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE TS BOW RAFTER 6" LONG TS NIPPLE EVERY OTHER END WALL POST ALONG END SECURE POST TO NIPPLE WALL SECTIONS NO SCREWS WITH (4) #12-14 x 3/4" SDFs REQUIRED 4' MINIMUM 2" MINIMUM IN BOW BEND 5' TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ MINIMUM 2-1/2" EMBEDMENT 48" 16 GA U-CHANNEL BRACE TS RAFTER POST WINDOW FRAME POST 2"x2"x2' 16 GA ANGLE CLIP BRACE ANGLE SHALL BE MIN. 45" 9-1/2° SECURE TO POST (EACH SIDE) TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16" TS BASEIWINDOW RAIL OR AND RAFTER CHORDIRAIL WITH BASE RAIL NONSTRUCTURAL HEADER (4) #12-14 x 3/4' SDFs, (2) ON r 12' 6" ° TS CONTINUOUS BASE RAIL (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE 70NOLITHIC 3' NOTE: AT ROLL -UP DOOR 3• 6" LONG TS NIPPLE SECURE RAFTER AND POST TO OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. 4" NIPPLE WITH (4) #12-14 x 3/4' CLIP POST TO RAIL ONLY ON TS RAFTERPOST SELF -DRILLING FASTENERS SIDE OPPOSITE THE OPENING. NC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS POST TO RAIL, TRUSS CHORD, OR POST/BASE RAIL CONN. DETAIL CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL 3 NON-STRUCTURAL HEADER CONN. DETAIL 2 Not To Scale Not To Scale 4 Not 7o Scale Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) 2' x 2" x 2" 16 GA ANGLE CLIP NIPPLE TO 3/16. SECURE TO POST AND TOP OF DBL. HDR. TS RAFTER POST HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDFs oo (2) ON TOP OR BOTTOM, (2) ON SIDE 00 _ 6" LONG TS NIPPLE 2"x2"x2" 16 GA ANGLE CLIP SECURE EACH WITH SECURE TO POST AND (4) #12-14 x 3/4" 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO TS NON-STRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, SELF -DRILLING FASTENERS POST AND BASE RAIL (2) ON SIDE WITH (4) #12-14 x 3/4" SDPs, OR (2) ON TOP, (2) ON SIDE 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF 1 o o f ❑ TS WINDOW RAIL OR GIRT TS END POST POST/RAFTER CONNECTION 1 i LJ LJ FOR VERTICAL SIDING OPTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER 2 GA TS POST TSCONTINUOUSBASERAIL NON-STRUCTURAL HEADER, WINDOW END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL END POST/RAFTER CONN. DETAIL RAFTER POST/DBL. HEADER DETAIL 5 Not To Scale 7 Not To Scale Not To Scale $ Not To Scale \�` R H AFTER POST BECHTOL ENGINEEG(>� i�IV J, 605 WEST NEW YORKAVENU • • 6' LONG TS NIPPLE SECURE EACH WITH 3/4" DELAND, FLORIDA 32720-1 ��' '•�� (4)#12-14x SELF -DRILLING FASTENERS 2• Certificate of Authorization lee. 549 _ 38538 "LONG TS NIPPLE 12 GA TS POST * •� — RE WITH (4) #12-14 x 3/4" DRILLING FASTENERS k3/ 2-1/4' FOR 12 GA FRAMING Thomas Bechtol, P Florida License No. r r� TSBASERAIL FOR 14GAFRAMING �OSTATE OF2-1/2' i '•.,�0RID?' ° ° DOUBLETS HEADER i ONA�16 GAUGE U-CHANNEL BRACE 11 1111 11 �`NIPPLE TO FASTENED TO THE POST AND DBL. HDR. ��EATNEACITH PROPOSED UTILITY STRUCTURE 3/16" NIPPLE TO H END (4 PER BRACE) BASE RAIL RAFTER POST/BASE 2025 ESPLANADE AVENUE WEST BRACE SECTION RAFTER POST/HEADER DETAIL BASE RAIL CONNECTION DETAIL FORT PIERCE, FLORIDA Not ToScale Not To Scale 8/6/18 Not To Scale BECHTOL ENGINEERING AND 7ESNNG, Inc. oar NM ° NTS �� MKB noarcc G18001 mo C*=T O ccmc MOA. erve+ AOITu. M uAwm+ws Hamm ENGINEM TB SHEET 3 OF 3