The URL can be used to link to this page

Home My WebLink AboutREVISIONOFFICE USE ONLY: ' DILTE FILED: a s REVISION FEE: O Ci Please route to Dave Johnson in Inspections PERMrr # 1706-0285 114000114ff." PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION SCANNED 2300 VIRGINIA AVENUE MAR 0 9 020 BY FORT PIERCE, FL 34982-5652 (772) 462-1553 ST, Lucie County, Permitting St. Lucie Counxy APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFJATION_ LOCATION/SITE ADDRESS: 1915 Old Dixie Hwy. Fort Pierce FL 34949 DETAILED DESCRIPTION OF PROJECT REVISIONS: product apporval information for the roof and walll have been revised to FL24702.1 - R1 Roof and FL27403.1 Wall CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC1251995 BUSINESSNAME: CARPORTS ANYWHERE QUALIFIERS NAME: JAMES PLAYER ADDRESS: PO BOX 776 CITY: STARKE STATE: PHONE (DAYTIME): 3524681116 X222 OWNER11WILDER INFORMATION: FL ST. LUCIE CO CERT. #: FAX: ZIP: 32091 3524681113 NAME: STAN SYNKOWSKI ADDRESS:1915 Old Dixie Hwy CITY: FORT PIERCE STATE: FL ZIP: 34949 PHONE (DAYTIME: 3013325692 FAX: ARCHITECT/ENGINEER INFORMATION: NAhffi: THOMAS BECHTOL ADDRESS: 605 W. NEW YORK AVE. - CITY: DLEAND — STATE: FL ZIP: 32727 PHONE (DAYTIME): 3867348444 FAX: SLCCC: 9123109 Revised 06130117 1 8112/2019 " "" ` Flm(da Building Code Online �i7�T1A��_'.•�r1:C.l�"��Lii7��'�i�j��.CL � ! _ � � . ^I FbW IA aCName � lo9lnUser Reglstraavn � Xa[Ilplo � SubMt Sivrha,ge j Stazsa Fats � publlmdvns � Confect as � Bpa Sae Map Q► \a t{ =' Lol Product APProval IIlVVV111111 f�f�f7��111 uroductAmu "� p UVt Amn Menu>BS9uttarAoeOraNnn Seard> AWf Nan Ut> AppamWn 0=1 Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal( Category Subcategory Compliance Method r Carports Anywhere 10858 S.E. County Road 221 Starke, FL (3S2)468-1116 bodom@carportsanywhem.cvm Bmndle Odom badam@carportsanywhere.cam Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Saks, P.E. Validation Checklist— Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL27402 RI COI Letter of CertillcatfonjId Standard ASTM E 1592 FM 4471 Year ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO r E REVIEWED BY �J DATE MUST BE KEPT ON JOB OR Method 1 Option D NO INSPECTION WILL BE MADE hops:llwww.0oddabuilding.orgfprlpr app rig.Wpx7pamm=wGEVXQvADquHOE2Ywe%2bOsJNKRVGZO%2fBUr.KphOePIKVJQggR7MmYIHAO13d%3d 1/2 8/1212019 t '-nt Florida Building Cade Online _ Date Submitted 08/08/2019 % Date Validated 08/09/2019 Summary of Products A� FL # Model, Number or Name Description 27402.1 Hampton mb Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ.• Yas Impact Resistant N/A Design Pressure: +46.9 Psf/-57.3 psf .Other. See evaluation report for various design pressures Install per Manufacturer's details. Not for use in HVHZ Zones. Installation Instructions FL27402 RI R Hampton Rib Roof Panel over open framing odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: yes Evaluation Reports. ELZ7402 Fit AE Hampton Rib Roof Panel over open 17amlog-Id1 Created by Independent Third Party: Yes 0 0 GnhdU :: 260t etnftS Rmd. Wafinm RT2199 Mme: 650- 7-I824 'me SMWOr RQdI 4an AAte-a empta,e.. Nmdeht 2007-Til13 arnmlda:; MN Ralement:t Ptmis[b Sfte "t::R ^d tatment n°tlda Iaw, email addressesare P°bU. ntmrde. it you da na want yvur e-me0 addrm relrare4 N rapmu9 b a Pubtamv,ds twoest, dP nPtsend dl .11.bte t9 Me pubrc T. detemd Pmdu6APPtavaI1 PW.. "RKJI EGEREE® Milli SCCLLrIL�'MEfIt1CS1 https*.IAvww.Ooridabuilding.org/prior app dq.aspl?pmm=wGEVRQwIDquHOE2YWeq°2bOsJNKRVGZO%2f8UxKphQePIKVJQggR7MmYIHA7.3d%3d 212 Force Engineering & Testing Inc. 19530R=blr od Drive H.bic.T%77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1111 Florida Building Code 2027 Per Rule 61GZO-3 Method: I—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator. Terrence E. Wolfe, P.E. If 44923 Florida Evaluation ANE ID: 1920 Validator• Brian Jaks, P.E. 970159 Contents: Evaluation Report Pages 1-4 s��t,NtC E rE rrrrrrr No. 449 •o' STATE OF ; r P •. 4 M n.rrs°m •�P•r •. •61,� rmr 00Q�ONirn10o0 FL# 27402.1 RI August 8, 2019 Pocce Engiaecrring & Testing Inc. 18530 Rambleaaad Drive HvmblgTX 77338 Compliance Statement The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 arASTM A653 G90 Grade 50 29 Ga. Steel; ASIM A792 orASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1S07.4.3. Panel Dimension(s): Thickness: 26 Ga.: MOMS" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36' maximum coverage Rib Height Y.- major rib at 9" O.C. Panel Rollformer. MRS Metal Roliforming Systems Panel Fastener: #12-14 x is' HWH 5DI13 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Cade 2017, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 501 Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A&Bfor steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A' 26 Ga. Hampton RIb Raof Panal Maximum Design Pressure: -573 psf -723 sf -67.7 psf "as psf +54.7 ruf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2.2-2.1 2-1-2-1 Panel Span: s-0-O.e 4'-0'O.C. 51-01O.0 4'-0'0.C. Substrate: Min. 14 Ga. Steel Framing Stee ram ng Min. 18 Ga. I Steel Framing Min. IB Ga. Steel Framing Min. 18 Ga. Steel Framing •Oasign Pressure includes a Safety Factor=2.0. ,,stttlli lllllll �`% CO. C E• E• CE W. 44lO A.,* •al_ STATE OF .. AZ O R.1 0, socrea �� FS • .! t,O 111304�t FL# 27402.1 R1 August 8, 2019 Force Engineezang &Testing Inc. 195M Rambl.d Ddre Humblc,=77335 Table'R' 29 Ga. Hamuton Rth Roel Panel Maximum Design Pressure: -573 psf -1503 psf +39.0 psf ♦143.lpsf Fastener Pattem: 6`-3'-6'-3'-6'-3'-6' 6'-3'-6'-3'-6'3'�' 6'd'-6'-3'£-3'-6' 6'-3'-6'-3'-6•-3'-6• Fastener5pacing: 4'-0' O.C. 2'-0' O.C. 4'-G" O.0 21-M O.C. Substrate: Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing MIm I6Ga. Steel Fmming Min.16Ga. Steel Framing -Design Pressure Includes a Safety Factur= 2.0. Code Compliance: The product described herein has demonstrated aumpliance with The Florida Building Code 2017, Section 15043.2, 1504.7. Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated cempliamm with: • ASTM E 1592-05 (2012)Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference • FM 4471-92- Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc (FBC Organization # TST-5328) Report No. 667-0060r.18A-E, 667-0061T-1BA-D L FM 4471-10, Section 4A Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization p TS7-5328) Report No. 667-OO60T-18F, 667-0061T-10E 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No.44923) @ Farce Engineering &Testing, Inc. (FBC Organization #ANE ID: 1920) Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for OIIIINCEIEtfrt t•CENS eG No. 499e STATE OF 0 RI 9 I+ se�rta �i F . Z S Ni isomdi ,q,ONAL %' FL# 27402.1 R1 August8,2019 Force Engincering 4k Testing Inc. 19530 R=blmood Drive Humblc,17C77138 manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Forslopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturers recommended details. Insulation: Manufacturers approved product (Optional) Roof Panel Fire Classification: Fire classification Is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference In his drawings far proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. ``tpt a t n r rriri E. E he r• O:E N S F l.� �'^• SPATE OF `: AL O RI P A -4, 0 1 FL# 27402.1 R1 August 8, 2019 n it _ .'1:du .3,tfili; :_Tii%LgA�j `-/12-14 • 3/4' hWH SD3 VI/ 1414M BONDED NEOPRENE WISHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6' 6' _ . - 3'_ _ 6' _ . _3'_ _ 6• 3• 6. a' 912-14 z 3/4' HWH. S03 W/ 14MM BONDED NEOPRENE WASHER 6lata o/liodd� _— Ca d26R8 NO.44923 `•m' STATE OF i 41 II_...D. oyt August 8,2019 92012018 Florida Building Code Online -' BM Home laaN � User Reglstrapan H. ro f S.b SUMWrye Slats$Fads PubBodan Con=Us BMSMHap i UnIo Smrd product Approval rovalOBp1r SR: pblic USv Pm ,,a Annmval Mena > Pmdnd nrPvvllatlnn Sevdr a &PUmtion ❑s[> ApplImUon eaten 1ry-i•��=-:J-.,!'+�+� ? FL # FL27403 APPlicaton ryPe New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emali. Category Subcategory Compliance Method Carports Anywhere 10OSS S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brendle Odom bodom@carportsanywhem.com Structural Components Structural Wall all t Evaluation Report from a Florida Registered Architect or a Licensed Florid: Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity FRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence'of Product Standards Certified By Sections from the Code ELZ7403 RO COD Letter of Certifiotiun.odf Standard ASTM E 1592 ASTM E 330 Year 2005 2002 h0psJAvww.f]oHdabuilding.org/prIpr app_dtl.aspx7pamm--WGEVXQwtDquHOEZYwe%2bOsAuSaR1O%2fsNjidto61O%2PA2bLV98RAASxJ6YAOI3d%3d 112 1 Wygllp{Ij ll Fldrida Building Code Online • Product Approval Method Method 1 Option D C Date Submitted 06/18/2018 Date Validated 05/19/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 Sllmas Pfoducts Fill. # Modelf Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us Installation Instructions -APPrOvERITar use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-57.3 par Other. See Evaluation Report for various Design Pressures. Install per Manufacturer's Details. Not for use In HVHZ Zones. FL27403 RO 11 Hampton Rib Wall Panel Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by independent Third Party: Yes Evaluation Reports FL27403RO AE Hampton Rib Wall Panel Secured.odf Created by Independent Third Party: Yes 27403.2 Rest -Lap Siding Wall Panel Rest -Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes EL27403 RO If Resi-Lao Wall Panel seatred.odf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Design Pressure: +40.0 psf/-37.0 psf Created by Independent Thins Party: Yes Evaluation Reports Other: +40.0 psf at 4'-0" o.c -37.0 pal at4'-0" ox. Install per Manufacturer's Details. Not for use In HVHZ Zones. FL27403 RO AE Res -Lao -Wall Panel semned pdf Created by Independent Third Party: Yes p nm: trace Gmagg§:: 2601 Olalr Stan° Road. Rllaba=e f3323" Phonei 1950-a97-I1324 The site of Florida 14 an M/EEa employer CavvnoM 200)-201] state of Fladda.:: Pdvacv Statement:: A¢eszlblaN Statement-.: Refund Smlement Under Florida MM email addresses are public rands. uyeu do notwant your emall address released In response to u publle-lards request, do nat4end dos mx0tn Stsenusy.rmtead, mntact 1, 2012 by Pbaeeomed Unlaw Z!na;m.rfyouhavean imen4d the pleparmnrem Ba0A07.1]adress,d dear, hsemen Inse Florida Stan•_, Used for Otlobar 1, mousl adnseis 0das lia enter ayravera6a,l ad muses am pb2c marl. nentwi o an email address it Per have end. address. provided maybe me forty an mmmddran n with tlla e, made. nn ble to uia addresses arermine tarn. .Ife do notwlsh us supply a personal address, prairie Me aapartmentwitn on ema0 addresswNN an be made evadable to the pub0e To determine l/yeu area 0mnsoe under Olapter465, F.S. please Ntl Product Approval Amepts: g] la2� Fl--il M Credit Card Safe htlps:/Avww.Ooridabuilding.orgfpr/pr app_d6.aspx?pamm-�vGEVXOw1OquHOEZYwe%2bOsAuSaR1O%2fsNJldto6lC%2f%2bLV98RAA3xJ6YA%3d°%3d 2l2 Force Engineering & Testing Inc. 19530 Romblei dDdw H.blgTS Tr333 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 274013.1 Florida Building Code 2017 Per Rule 61G20-3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) NON HVHZ Product Manufacturer: CarportAnywhere 10858 S.E. County Road 221 Starke, Florida 32091 Eneineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 19ZO Valldator: Gary Hartman, P.E. #73227 Contents: Evaluation Report Pages 1-4 ttttttt{Ilrrr+// I C E t N 5��;.� /:. Mo. 4BZ G ST ,t STA7E OF oA` • FL O RI 9 'Z aiFs,, S FL# 27403.1 2048 PoccdEngincering & Testing Inc. 19530 tiamblemvvd Drive U.blg7X 77330 Compliance Statement: The product as described In this report has demonstrated compliance with the Florida Building Code 2017, Sections 17092 - Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36' Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 90 Conforming to Florida Building Code 2017 Section 1405.2. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. orderthickness 29 Ga.: 0.0142" min. order thickness Width: 36' maximum coverage Rib Height: Y." major rib at 9" D.C. Panel Rollformer. MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y.." HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B forsteel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" 26 Ga. Hampton gib Wall Panel Maximum Design Pressure: .57.3 psf -72.9 if -67.7 psf .46.9 psf -54.7 psf Panel Fastener Panern: 2-1-2-1 _ 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 51-V O.C. [l 4'-W O.C. S'-0' O.C. 4'-V O.C. Substrate: Min. 14 Ga. Steel Framing aprs�.r r�� ee3t (Framing Min.14Ga. Steel Framing Min. 19 Ga. Steel Framing Min. IS Ga. Steel Framing •Oeslgn Pressure includes a Safety Fader =2.0. ,1111111 I I r I rIII! J�1 q C C. E cENSF<�. Hn.449� / r._ A. 1t b' STATE OF % d. !'z A sv.arsm 1i d'4z., DR19 vva. Ito t S -I aama I,,,ONAI. 1 "rillo" FL# 27403.1 Jlw �1-8, 201-8 Force Engineering &Testing Inc. 195" Rmnblevood Drive Humblp7X 77330 Ta61e'B-19Ga. Maximum Design Pressure: -S7.3 Of -1509 psf +39.0 psi ♦143.1psf Fastenerpanem: 6'-3'-6'-3"-6'-3'-6' 6'-3'£-3'-6'-3-r 6'-3'C-3'$-3'b' 6'- Faatenerspadng: 4'-0-O.0 Y-0"O.0 4'-0.O.0 r-0'O.C. •Design PfPSsure Includes a Safety Fador=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Cade 2017, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592.05 (2012) Test Force Engineering &Testing, Inc (FBC Organization IfTST-5328) Report No. 667-0060T-19A-E, 667-OOSIT-SSA-D 2. Certificate of independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization O ANE ID: MO) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturers recommended details. Insulation: Manufacturers approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. FU 27403.1 4'tt1111111j",$ ,'� F; N C E, E• h, , t C E Ns r,Of No. M9/ t�fljt%lY'vit STATE OF tORI9A.• a•aruf �� F4; ., s G rsmr I01"ON "riIs11"Nss1 Ji Aw &lB, 2028 rForce.Engineering&Testing Inc. 10530 Ramblewood Drive Humble,1X77339 Shear Diaphragm: Shear diaphragm values are outside the scope of this report Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Cade 2017 for wall cladding wind loads. These ccmponentWind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners fer.pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. `,itµ tt n r t rrrb tit p C E, £ i.+i ♦,Q c E N�//S777F�. STATE OF P'. �.. - --- .°�` • FL O RI 9 A. • fir": ?Gtt� FL# 27403.1 J u*w Is, ZOl s D A ' ` f ,•''ar�%i-,'�t7. 112-14 4 3/4' HHH SD3 VI/ 1491/ OONDED NEOPRENE Wh HER 29 GA. HAMPTON RIO FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6• —.— 3•—. — 6• _ _ Y . _ 6• _ _ 3•. 6- 12-14 K 3/4' MI S03 W/ 14M BONDED NEOPRENE 1'/ASIO a= 01 Fl6ddD C.CA Isom No. 44923 '•m .r S STATE 04 ;•'��0 . L• ()Yt 10182018 T / FBC APPROVED PRODUCTS LIST APPROVAL •PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE STRUCTURAL COMPONENTS ROOF DECK CARPORTS ANYWHERE FL24702.1-R1 26 Gauge Hampton Rib Roof Panel 10/15/19 STRUCTURAL COMPONENTS STRUCTURAL WALL CARPORTS ANYWHERE 26 Gauge Hampton Rib Wall Panel !47031 10115/19 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-Rt Series 407 01129/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 Model 203 10/07117 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 Model 185 SH 03127119 FRONT ELEVATION SCALE: 1/8' =1' LEFT SIDE ELEVATION SCALE: 118' = 1' RECEIVED MAR 0 9 2020 ST. Lucie County, permitting GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTSAND CLADDING.AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL NGRESSEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSSIL" OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 9 CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOTPROVIDEDAND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNERS RISK. BECHTOLENGINEERWG AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUETO THE APPLICATION OFADDTTIONAL LOADS. 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS. 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERSSHALL BE GALVANIZEDORSTAINLESS STEEL S. ALL FIELD FRAMING CONNECTIONS SHALL BE912.14x 3f4'HWH SDQSCREWS, OREOUMALENT, WRHOUTCONTROLSEALWASHER. ALLSHOP 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 6X6W1 AXWI .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 195, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLWNG'NTH ASTM C1116. 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-TTANKR.TITE MODEL ATI252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT, 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (201T)-RESIDENTIAL. AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (201T)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF ZODD PSF IS ASSUMED. 10. 14 GA FRAMING: 2-1/2 x 2-11Y TUBE STEEL ITS) WITH 2-t/4' x 2.11r TS NIPPLES, 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2 x 7 TS NIPPLES. RIGHT SIDE ELEVATION SCALE: 11E- -' REAR ELEVATION SCALE: 118' = 1' p�visao OCO ' ' Y GROUP: CONi::.:J_TION 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): INTERNAL PRESSURE COEFFICIENT: ROOF: ZONE 1: ZONE 2: ZONE 3: DESIGN ROOF PRESSURES: WALLS: ZONE 4: ZONE 5: DESIGN WALL PRESSURES: 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. METAL FRAMING AND SIDING PREFABRICATED BY CARPORTSANYWHERE P.O. BOX 776 STARKE,FL 32091 THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL ENGINEERING & TESTING, INC. AND J&B BUILDING SERVICES, INC. THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING & TESTING, INC., AND J&B BUILDING SERVICES, INC. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS 5,� HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF }%�''�) &CTION 16090F THE FLORIDA BUILDING CODE, SIXTH EDITION 74 �f'1j7HE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA (,, BUILDING CODE. -AYT11nu1///Y>x 6BE C T E �A FHIPl6:ANp:F STING, INC. D�D�FL 327zo 4/O` *' a- d7P.E FbdEO 4438 LU 01 It FLORID P,.•'G\\�� 'PROPOSED'UTILITY STRUCTURE 1915 OLD DIXIE HIGHWAY FORT PIERCE, FLORIDA m reVI58d AU SECNTOL ENG/NEER/NG RR/mlm AND T'ES7014 bra romnxo txmmkcu. w,xaGbrtk co Wnwas rzngo oxmmn �� TB U I-B I ENCLOSED C 180 139 15.83 14.0 +0.181.0.18 +17.3 /.9.5.2 +17.3 / 49.6 +17.3/-78A +17.3 / -42.1 +36.4 / -39.6 +36.4 / -44.2 +36AI -40.6 +40.6 / 44.2 +38.2 / -42.3 +42.4 / -46.0 2/26/20 NOTED SHEET 1 OF 3 16 FRONT POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8'=1' 4' umvnum T 1 3 3 30 - 1-12' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 1/4' x 1' SELF-0RIWNG FASTENER SPACED NOT MORE THAN 48' O.C. LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/9'=1' 1.1Z 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH 121 #72-td x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT Not To Sale 26 GA. GALVANIZED METAL ROOF PANELS FASTENED WELD, CONTINUOUS. ALL FOUR SIDES, TO RAFTERS WIP ROL WELD, C BOTTOM TRUSS CHORDS SEAL WSPACING TOP 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS WITH #12-14 x 3/4' SDF§ WITH CONTROL 2SEAL WASHER @ AVERAGE 6-O.C. 3 12 - Q3 # WELD ALL CHORD CONNECTIONS, BOTH SIDES d _w — 4 TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/8'=1' REAR POST/TRUSSED RAFTER FRAMING PLAN SCALE: IW=1' ■I�I�I�I�I�I�I�I�I ■I�I�I�I�I�I�I�I�I ■I�I�I�I�I�I�I�I�I ■I�I�I�I�I�I�I�I�I � Q RIGHT SIDE POSTITRUSSED RAFTER FRAMING PLAN SCALE: IV=V \kAlllll 111///// R' H QFC �''•, BECHTa GRIKNAEyE�FRl ING D , INC. EL o- FLORIDA 3272tl0. 38 8 cemn�gfAupaH:elwn Thomas d.. ST ;'•� --- Florae <O P .•'' STONALIeo \ PROPOSED UTILITY STRUCTURE 1915 OLD DIXIE HIGHWAY FORT PIERCE, FLORIDA revised °"` 226/20 BECHWL ENGINEERING °"�' RR/mkb 'x"` NTS AND 7ES=4 u,� rnF 3 ®m>�a onS+uamm+. xro w nsna oxams '� TEI '�' G19002 a""°Y°••""•`m0m'm "'ma's TB SHEET 2OF3 L A J 4 7 FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER 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 UNITED TO PLUMBING, ELECTRICAL INGRESSSGRESS.PROPERTYSET-BACKS, FINISH APPROVAL FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REOUREMENTSAREIHE RESPONSIBRRYOF OTHERS. No. &DATE 2. THESE STRUCTURES ARE DESIGNEDAS NON -HABITABLE U nUTYSTORAGE BUILDINGS (RISK CATEGORY B CAPABLE OFSUPPORnNG DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLYADDRESSED HEREIN. INCLUDINGDOORS. WINDOWS. ANYWHERE, INC., WHICH EXERTADUMONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNERS RISK BECHTOL ENGINEERINGANDTESTNG, INC STRUCTURAL COMPONENTS ROOFDECK UNION CORRUGATING COMPANY FL9555.2-R4 SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TOTHEAPPUCATION OFAODRIONAL LOADS. 26 Gauge Masteffb Panel 12/12/17 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLEDACCORDING TO MANUFACTURER'S INSTALLATION NSTRUCRONS. STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY FL9557.-R4 4. ALL STEEL TUBING SHALL BE 60 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE GALVANIZED ORSTANLESS STEEL 26 Gauge MasterRib Panel 12/12117 5. ALL FIELD FRAMING CONNECTIONS SHALLBE#12-14x314-HWHSD/XISCREWS,OR EQUIVALENT. WITHOUT CONTROL SEAL WASHER. ALLSHOP EXTERIOR DOORS SWINGING ELIXER DOOR AND METAL COMPANY FL17996.5-R1 FRAMING CONNECTIONS SHALL BE WELDED. Sedes407 02/04118 6. CONCRETE SHALL HAVEA MINIMUM COMPRESSIVE STRENGTH OF 250D PSI AT28 DAYS. THEREINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-WI AXW1 A WELDEDWORE FABRIC COMPLYING WITH ASTM A 185, OR WRH EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 SYNTHETIC FIBER REINFORCEMENT COMPLYING WNHASTM C1116 Model203 10107117 7. CONCRETEEXPANSIONANCHORSSHALLBEWFJ-RANKR-TREMODELAT125ZORSLEEVEANCHORMODELNSA1%O,OREQUIVAfENT. WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 B. POST/RAFTER BRACING: BRACE ON EVERY PDSWRAFTER CONNECTION, EXCEPT FORENDWALLSAND GABLE ENDS. Model 185 SH 03I27119 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMTTETREATED AND COVERED WITH 6 MILVAPoRRETARDERPERSECTION R31B10FTHE FLORIDA BURRING CODE, SIXTH EDITION (2017)-RESIDENTWL, AND SECTION 1616.1 OF THE FLORIDABUI DNG CODE, SIXTH EDTION (2I17)-BURDNG. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2ODO PSF IS ASSUMED. 10. 14 GA FRAMING: 2-1(C x 24/Y TUBE STEEL (TS) WRH 2-1/C x 2-1/4' TS NIPPLES 12 GA FRAMING: 2.1/4' x 2.1/4' TS WITH Zx ?TS NIPPLES. FRONT ELEVATION SCALE: 1/8' =1' LEFT SIDE ELEVATION SCALE: 1/6' =1' 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): INTERNAL PRESSURE COEFFICIENT: ROOF: ZONE 1: ZONE 2: ZONE3: DESIGN ROOF PRESSURES: WALLS: ZONE4: ZONE 6: DESIGN WALL PRESSURES: SWINGING DOOR: REAR/ELEVATION I Mfiff 8ECNTOL ENGINEERING Alm 7EVENA aln oz�i.nm.esr�m°m '�°'' °p Yuwws>®o wume anvv . (TS). AMING. 'OF -DING IDUCED 4EERING RR re U II-B I ENCLOSED C 180 139 15.83 14.0 +0.18/-0.18 +17.3/.952 +17.3 / 49.6 +17.3/-78A +17.3 / 4Y.1 +36.4/-39.6 +36.4 / 442 +36A 140.6 +40.61.442 +382142.3 +42A 146.0 8/7/19 G19002 ET IOF TS BOX EAVE RAFTER TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER INSTALL 12' x 6.12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH BOW ALONG SIDES OR INSIDE EVERY • OTHER END WALL POST ALONG END WALL SECTIONS 1-GMINIMUM(Nae: Fa Oren C°FM .m - I I Doty, tleb mrymAUNriN Eav ealanatlsl 2-1I4' EMBEDMENT CONCRETE PAVEMENT � CONCRETE SLAB BASE RAIL ANCHORAGE 1 NWio Sr9e (OPTIONAL -OPEN G44PoRISONLYI NIPPIETO TW MEPM MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3'4' SELF -DRILLING FASTENERS RAFTERPOST(CORNER) 1-12' x 1-12' x P' 16GACUP ANGLE, SECURE TO RAFTER POST AND BASE RAIL WITH (4) 012-14 x 3/4' SDFs 4F 16 GA LFCHANNEL BRACE BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL MINIMUM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 34' SELF -DRILLING FASTENERS POST BOX EAVE RAFTERICORNER POST CONNECTION DETAIL Not To Style T xY x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH #12-14x 3(4' SDFs SECURE TO POST AND RAFTER WITH #12-14x 314' SDFs, 2ON TOP AND 2ON SIDE END POST END POST/RAFTER CONNECTION DETAIL J Not TG Scale NIPPLETO BASE RAIL MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3/4' SELF -DRILLING FASTENERS POST BASERAIL TS END POST OR DOORI WINDOW FRAME POST TS NONSTRUCTURAL HEADER, BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 3'4' SDFs, (2) ON BOTTOM AND (2) ON SIDE NOTE: AT ROLL -UP DOOROPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLYON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE RAIL' OR WINDOW RAIL CONNECTION DETAIL 4 Nal To Scale T HEADER 16 GAUGE UOTHE POST 2-1/4-MR RAFTER, VAT THE POST AND CONTINUOUS BASE RAIL txGA FWJIING RAFTER, WRH (2)#12-14z 3I4' 2-ICMR H GA FPwxsNc SELF -DRILLING SCREWSPIP) EACH END (4 PER BRACE( FVERICASwPTOR VERTICAL SIDING BRACE SECTION Not ToS END POST/BASE RAIL CONNECTION DETAIL Not TG Scale NON-STRUCTURAL HEADER OR WINDOW t RAIL TO POST CONNECTION DETAIL Not TG Scale RAFTER POST/ BASE RAIL CONNECTION DETAIL 7 Not To Scale PROPOSED UTILITY STRUCTURE 1915 OLD DIXIE HIGHWAY FORT PIERCE, FLORIDA ""' revised -" 226/20 BECHTOL ENGINEERING RWmkb `"` NTS AND TEBTTNG, bo xoaLaun �� oNso4xxM� ua W>r�s nsTxa o�mxoe °®°' 7S """G7H002 �TB SHEET 3OF3 '4 OFFICE USE O LY: ' DATE FILED: 41 REVISION FEE: LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: Irfc L'X7iS�jP1c s/�b �hsefl( OF r2rhav/h� ti.�r�i (%kii�r CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: J ► G QUALIFIERS NAME: jti- CITY: PHONE(DA O WNER/BUILDER INFORMATION: NAME: I S-f- andt CO &(.- ADDRESS: -ioof Cocptgwr Q CITY: ,add- P; 2 /oL' STA PHONE (DAYTIME: '3o 1-73t-r6,9 - ARCHITECT/ENGINEER INFORMATION: NAME: 6eG,1+6h Enci`4 Pam✓ `h� c� ADDRESS: y971'X /dive CITY: Do.. STATE: PHONE (DAYTIME): i 8G - 7 3 L(o- $qq q SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: FAX: r mfiz ZIP: 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14x 3/4'SDFs WITH CONTROL WELD, CONTINUOUS, ALL FOUR SIDES, TOP AND BOTTOM TRUSS CHORDS 4 FRONT POST/TRUSSED RAFTER FRAMING PLAN SCALE: Ur-V 1.1016GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)1/4'x 1'SFLFDRUNG FASTENER SPACED NOT MORETHAN46' O.C. 1. LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1B'=1' ROOF PANEL ATTACHMENT Not To SMI8 26 GA GALVANIZED METAL WAIL PANELS FASTENED TO POSTS WITH #12-14x 31PSON WITH CONTROL !-�� SEAL WASHER 0 AVERAGE 6' O.C. WELD ALL CHORD TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/6'=1' REAR POST/TRUSSED RAFTER FRAMING PLAN SCALE: 11H'=1' II�ISI�I�I�I�I�I�I III—I�I�I�I�I�I�I II�Illel�l�l�l�l�l II!_I�I�I�I�I�I�I�I 0 v iq p v"lilAe r \I a a RIGHT SIDE POSTITRUSSED'RAFTER FRAMING PLAN I SCALE: 11B'=I' COD ED FOR 5p. gL♦geg yCci MP�IANCE Y11111111/��E c uNry N, 'q N BEC BECHTOL ENGI% STING' BDS WEST NEW YORK•• DELAND, FLORIOA 3g53a ca1nB�.orA �p1o• � OG IS TRUSSED RAFTER CHORD, IS BO%PAVE RAFTER OR NONSTRUCTURAL HEADER NIPPIEM NIT INSTALL 117 x 61Q• EXPANSION ANCHOR RAFTER THROUGH BASE RAIL WITHIN W OF EACH IS RAFTER BOW ALONG SIDES OR INSIDE EVERY 46' 16 GA U-CHANNEL BRACE OTHER END WALL PDSTALONG END BRACE ANGLE SHALL BE MIN. 45' WALL SECTIONS TO MAX 60• FROM HORIZONTAL IS END POST OR WOW 6' RININIIM Mom: ForOpnCapoim,md4m my, #ebnvlEaeuhvim 6mareammaq WINDOW FRAME POST SEGU2' T POST)BAND TO POST (IL RAFTER WITH NWIMUM 2-1/4'EAlBEDA1ENf IS NONSTRUCTURAL HEADER, SDFFSTU,( ON BOTTOMAND (2)ON2SIDEyP 2z2'& 16 GA ANGLE CLIP BASE RAIL, ORWWDOWRALL SECURETOPOSTAND NOTE: AT ROLL -UP DOOROPENINGS, - MINIMUM S' LONGTS NIPPLE RAFTERWTTH #12-14x 3l4' POST SHOULD BE FLUSH WITH FAR SECUREEWITH ANOPOST TOPAND END. CUP POST TEO E ON � TO NIPPLE WITH (4)1H2-14z 3'4' 2ON SIDE 20N 6IDE OPENING. SIDE OPPOSITE THE OPENMG. SELF-DRIWNG FASTENERS ' TS END POST CONTINUOUS 4' CONCRETE PAVEMENT IS RAFTER POST BOX EAVE RAFTERICORNER POST POST TO NON-STRUCTURAL HEADER, BASE CONCRETE SLAB BASE RAIL ANCHORAGE CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL i1 RAIL, OR WINDOW RAIL CONNECTION DETAIL NdTo a®b IAFicRiStNLY1 � J Y (OPRONAL-OPEN Nc(TO Scale NoI TO Sc618 NOt TO Scale MINIMUM VLONGIS NIPPLE SECURE WITH (4) #12-14x 314' IS POST SELF-0RILLING FASTENERS MINIMUM S' LONG IS NIPPLE SECURE WI 1(4)#12-14x 14' I\rTS RAFTER POST (CORNEft) 2'x2xY 16 GAANGIECLP SEIF-0RILLING FASTENERS NIPPLEro 3/l6' SECURE POSTANDTOP OF alSE RM 1-1?x 1-12'z716 GA CLIP HEADER, OR BOTTOMOFWWDOW ANGLE,SECURETORAFIEtt RAIL/GIRTWTTH#12-14Y3.4'SDFS POSTAND BASE RAIL H WITH (4) #12-14 x 3'4•SON IS RAFTER POST xlwlero TIT IS NONSTRUCTURAL EASE RAR IS CONTINUOUS BASE RAIL HEADER 16 GAUGE U-CHANNEL BRACE 24WMR FASTENED TOTHE POSTAND RAIL IS CONTINUOUS BASE RA z-IR MR RAFTER WRH(2)#12-14x VV 14GAHVMING SELF-0RIWNG SLREWSAT EACH END (4 PER BRACE) FOR VERTICAL SIDING OPTION) BRACE SECTION NMTOScam NON-STRUCTURAL HEADER OR WINDOW RAFTER POST/ �1 END POST/BASE RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL V BASE RAIL CONNECTION DETAIL REVIEWED FOR / Not To Style Not To Scala NW To Scale CODE Campo STO kj I �� RNTY ••• * BECHTOL ENGINEERIHG�a1X0 TEIPg M!A = CC�t 605 WEST NEWYORKAVENUE DELAND. FLORIDA 32720 LL.I — CeN6otte of No. lJJ_— O gtPtE U _ moss B.*tol. P .. FLO , • • `� — F&EJs lkeree .3B V �� I U 1 1 OL � I JAI j R enn9 BECHTOL ENGINEEMN ee. NIS AND TESTING. ew '� TB G79002 �� uo Wmws Ia�oa oreOv� "'"m"'TB SHEET30F3