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Home My WebLink About21-1579 i 0 City of Zephyrhills PERMIT NUMBER --, 5335 Eighth Street Zephyrhills, FL 33542 BAR-001579-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/19/2021 Permit Type: Add/Alter (Residential) Property Number Street Address 1126 21 0010 11200 0040 5661 19Th Street Owner Information Permit Information Contractor Information Name: SCARLETT LAWHORNE Permit Type:Add/Alter(Residential) Contractor: HOMEOWNER Class of Work:Add/Alter Residential Address: 5901 19Th St Building Valuation:$2,000.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$1.00 Phone: (813)780-7323 Mechanical Valuation:$1.00 P-41 Z� Plumbing Valuation:$1.00 (� Total Valuation:$2,003.00 �l Total Fees:$75.00 Amount Paid:$75.00 Date Paid:3/19/2021 2:22:34PM Project Description LEAN TOO ROOF EXTENTION ADDED TO EXISTING SHED Application Fees Building Plan Review Fee $25.00 Building Permit Fee I $50.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent remspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. Y/,/�A U NTRACTO IGNATURE PE VIT OFFICE I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting Ownees Name Owner Number 790732-2 ro _3 Owner's Address15l)o i ' i 9W, 5.7L Owner Phone Number Fee Simple Titleholder Name Owner Phone Numbers i Fee Simple Titleholder Address JOB ADDRESS LOT# SUBDIVISION PARCEL 10# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONITRR ADDIALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK CJ FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE F SQ FOOTAGE HEIGHT . . . . . . a . . . . . . . . . . . . . a . . . . . . . N . 85 . 4 . 5 . 8 . . . . . . . . . . . . NZI)BUILDING ' VALUATION OF TOTAL CONSTRUCTION 2-1 MV I =ELECTRICAL AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES I NO . . . . . . . . . . . . . . . . . . . . .I. . . . . . . . . . . . . . . . . . . . . . . BUILDER COMPANY SIIGNATUR ........... Y/ N I FEE CURREt, Address License# ELECTRICIAN COMPANY SIGNATURE' REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# ll MECHANICAL COMPANY SIGNATURE REGISTERED FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N_J FEE CURREN LY/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,StormWater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivislonstlarge projects 1, COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-I W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. *"*PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . ■ . r . . . . . . . . . . ■ . . . . . . . . . . . . . . . . . . . . . . . Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways: I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is fqund to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)•days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT(F.S.117.03 OWNER OR AGEN CONTRACTO Subscribed and swo o fired) re /�tt& Subscribed an sw r?affirmed)before me this by BrJ /Ld/ L by r> Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identifi ion. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS— BUILDING DEPARTMENT I, 8 1/,f W110 (1/1 have read and fully understand and agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occ py by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building: 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4. That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 1 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, lien laws, etc., where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. ! ' ` 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs dol not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide worker's compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE f7f DATE r ADDRESS f �,LI - 1 t" PHONE WITNESS PERMIT I/Masterforms/OwnersAffidavit/Nov07 • OCCUPANCY GROUP: U APPROVED PRODUCTS LIST GENERAL NOTES: CONSTRUCTION TYPE: II-B 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE,INCLUDING MAIN WIND FORCE RESISTING SYSTEM,COMPONENTS AND RISK CATEGORY: II APPROVAL CLADDING,AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES,INCLUDING BUT NOT LIMITED TO PLUMBING,ELECTRICAL, PRODUCT CATEGORY SUB CATEGORY MANUFACTURER INGRESS/EGRESS,PROPERTY SET-BACKS,FINISH FLOOR ELEVATION AND SLOPE,OR OTHER LOCAL ZONING REQUIREMENTS ARE BUILDING ENCLOSURE TYPE: ENCLOSED No.& DATE THE RESPONSIBILITY OF OTHERS. INTERNAL PRESSURE COEFFICIENT: +0.181-0.18 2. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING DEAD LOAD OF STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS,INC. FL6596.1-R6 THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN,INCLUDING WIND EXPOSURE CATEGORY: C 26 Gauge AG Panel 12/15/20 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 ULTIMATE WIND SPEED(MPH): 141 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS,INC. FL6702.1-R6 THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING,INC.,SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR 26 Gauge AG Panel 12/15/2O FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. NOMINAL DESIGN WIND SPEED(MPH): 109 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. MEAN ROOF HEIGHT(FEET): 10.31 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF ANGLE(DEGREES): 14.0 5. ALL FIELD FRAMING CONNECTIONS SHALL BE#12-14 x 3/4"SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP DESIGN PRESSURES(PSF): FRAMING CONNECTIONS SHALL BE WELDED. ROOF: 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE ZONE 1: +16.0/-22.9 MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC ZONE 2: +16.0/-32.2 COMPLYING WITH ASTM A 185,OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. ZONE 3: +16.0/-50.9 DESIGN ROOF PRESSURES: +16.01-28.1 7. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2"x 5"OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE MODEL HSA 1260,OR EQUIVALENT. WALLS: ZONE 4: +23.61-25.7 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS. ZONE 5: +23.6/-28.7 DESIGN WALL PRESSURES: +23.61.26.6 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 SEVENTH EDITION(2020)-RESIDENTIAL,AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SEVENTH EDITION(2020)-BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 10. 14 GA FRAMING: 2-1/2"x 2-1/2"TUBE STEEL(TS)WITH 2-1/4"x 2-1/4"TS NIPPLES. 12 GA FRAMING: 2-1/4"x 2-1/4"TS WITH 2"x 2"TS NIPPLES. ALL WOW ,f /I AU CODES Ft0RND CorAPLV wf EXISTING BUILDING-SWINGING DOOR NOTE: 12 GA �IALLCrRl�tfl�fG e0DF, R Af fNC EXISTING BUILDING (Behind Lean-To) DfNANC DP NYR ILL METAL FRAMING AND SIDING PREFABRICATED BY CAROLINA CARPORTS,INC. __ _ H P.O.BOX 1263 DOBSON,NORTH CAROLINA 27017 , y�', THESE ENGINEERING DRAWINGS ARE TF /� PROPERTY OF BECHTOL ENGINEERING& (�} +•/ ppp (� - - = TESTING,INC.AND CAROLINA CARPORT SIN O THESE DRAWING MAY NOT BE REPRODUCED f " '1„1'+ 1E �' WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING&TESTING,INC.,AND CAROLINAIG -- - - CARPORTS,INC. 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 ELEVATION RIGHT SIDE ELEVATION SECTION 1609 OF THE FLORIDA BUILDING CODE,SEVENTH EDITION SCALE: 118" 1' SCALE: 118"=1' (2020). GENS� EXISTING BUILDING `��Q�••"�� c 'C.7JO �� '7 s EXISTING BUILDING BECHTOL ENGINEEftG ATID TEI51IDlN ass. 605 WEST NEW YORK E DELAND,FLORIDA 32720 (Typical) TE OF &1'z Thos Bechtol Sl '• ,, G \\ Florida Licens No.38538i - f ____________________ 1/1/(III '� PROPOSED UTILITY STRUCTURE C W 5601 19TH STREET q I ZEPHYRHILLS, FLORIDA LEFT I REAR ELEVATION I I " 2/3/2021 SCALE: 118" SCALE: 1/8"=1' BECHTOL ENGINEERING °R"`' MKB °`"'Y NTS TING; AND TES Ina canuiTwc ccrmr"u.omaoHllotru.µo w,,Exuis hsnac warns TB j" ' °' G21001 TB SHEET 1 OF 3 EXISTING BUILDING EXISTING BUILDING 8 z s EXISTING BUILDING-•, 3 5' 4 Maximum 8 10' 9 3 3 5' 8' 7' Maximum 5 4 1 1 1 1 1 1 5 4 1 c)7' 8' 5' 12' — 20'- 12' 32' FRONT WALL RAFTER/POST FRAMING PLAN TYPICAL INTERIOR RAFTER/POST FRAME SECTION REAR WALL RAFTER/POST FRAMING PLAN SCALE: 1/8"=1' SCALE: 1/8"=1' (Front View) SCALE: 1/8"=1' 6 q 5' 3 3 Maximum 6-8" 3 1 3 5' 4 1 3 3 3 Maximum 3 3- 30' - - 17 3 10• EXISTING LEFT SIDE RAFTER/POST FRAMING PLAN EXISTING RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8"=1' SCALE: 1/8-=1' 2-1/4"FOR I 11 11 1 1116rJ [14 GA V2""RAMING GA FRAMING Q�•• ENSF •�� 16 GAUGE U-CHANNEL BRACE _ 3853 FASTENED TO THE POST AND 1 _ RAFTER WITH(2)#12-14 x 314"SDF'S AT EACH END(4 PER BRACE)- STATE OF ,- 5' BRACE SECTION � � • ORP.1D -' \_ ` \\ Maximum Not To Scale // S •• "•• a E`�� 30' PROPOSED UTILITY STRUCTURE 5601 19TH STREET LEAN-TO SIDE RAFTER/POST FRAMING PLAN ZEPHYRHILLS, FLORIDA SCALE: 118"=1' 2/3/2021 BECHTOL ENGINEERING I°RA"Tt MKB ° NTS AND TESTING,Inc. TB I "°' G21001 cONsuLTRlc 0Eo7Ec"N_k..WRON4[Mu.MD WImAL5 7ESnNo 6NaNCEm TB I SHEET 2 OF 3 INSTALL 1/2"x MINIMUM 5"TAPCON REDHEAD LDT ANCHOR OR 1/2"x MINIMUM 5-1/2"EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6"OF EACH 6"LONG TS NIPPLE RAFTER POSTS ALONG SIDES AND EVERY END SECURE POST TO NIPPLE 48"16 GA U-CHANNEL BRACE WALL POST ALONG END WALL SECTIONS WITH(4)#12-14 x 3/4"SDF's 1 BRACE ANGLE SHALL BE MIN.±45" 4"MINIMUM 2"MINIMUM NIPPLE TO' 3/16"- - ,Y RAFTER — _--__-__— MINIMUM 2-1/2"EMBEDMENT TS RAFTER TS RAFTER POST II ' I' NIPPLE TO 3/16" ° BASE RAIL 12" g• ° TS CONTINUOUS BASE RAIL 6"LONG TS NIPPLE - R. SECURE POST TO NIPPLE WITH -- (4)#12-14 x 3/4"SDF's 12" I i TS RAFTER POST MONOLITHIC CONIC.FOOTING(2500 PSI MIN.) RE D CONCRIETEEBASE RAIL ANCHORAGE POST/BASE RAIL CONN. DETAIL BOX EAVE RAFTER/POST DETAILCONTINUOUS Not To Scale I — 2EI Not To Scale Not To Scale —TS POST (12 GA IF ROLL-UP DOOR FRAME) 2"x 2'x 2"16 GA ANGLE CLIP TS RAFTER POST SECURE TO POST AND TOP OF TS TRUSSED RAFTER CHORD, HEADER,OR BOTTOM OF WINDOW OR NON-STRUCTURAL HEADER F RAIUGIRT WITH(4)#12-14 x 3/4"SDF's TS END POST OR DOOR/ (2)ON TOP OR BOTTOM,(2)ON SIDE WINDOW FRAME POST TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH 2"x2"x2"16 GA ANGLE CLIP SECURE TO POST(EACH SIDE) 1-1/2"x 1-1/2"x 2"16 GA CLIP - NON-STRUCTURAL HEADER (4)#12-14 x 314"SDFs,(2)ON ANGLE SECURE TO TS NON-STRUCTURAL HEADER (12 GA IF ROLL-UP DOOR FRAME) TOP OR BOTTOM,(2)ON SIDE • POST AND BASE RAIL 4 (12 GA IF ROLL-UP DOOR FRAME) 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. I CLIP POST TO RAIL ONLY ON TS WINDOW RAIL OR GIRT SIDE OPPOSITE THE OPENING. FOR VERTICAL SIDING OPTION TS CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL END POST/BASE RAIL CONN _ NON-STRUCTURAL HEADER, WINDOW Not To Scale f._ 6 � RAIL, OR GIRT TO POST CONN. DETAIL To Scale Not To Scale TS RAFTER POST —2"x4"16 GA PLATE(ONE REQUIRED) SECURE TO EITHER SIDE OF NSF 7�i • POST/RAFTER CONNECTION '• O i I•• WITH(4)#12-14 x 3/4"SDFs, N • 2"x2"x2"16 GA ANGLE CLIP �(2)ON POST,(2)ON RAFTER� 8538 SECURE TO POST AND TS LEAN-TO RAFTER RAFTER WITH(4)#12-14 x 3/4" SDF's,(2)ON BOTTOM, '� (2)ON SIDE '. STATE OFR �`•�'�� 2O"x4"16 GA PLATE 1 i\` •••'•;COQ •• `L/ SECURE TO EACH SIDE OF // s RIDA•,w•`/•��\� TS END POST POST/RAFTER CONNECTION 2"x2"x2"16 GA ANGLE CLIP /�SAO• �,,`•v\\ WITH(4)#12-14 x 314"SDF's, SECURE TO POST AND (2)ON POST,(2)ON RAFTER RAFTER WITH(4)#12-14 x 3/4" SDF's,(2)ON RAFTER, (2)ON POST END POST/RAFTER CONN. DETAIL PROPOSED UTILITY STRUCTURE () Not To Scale 8 POST/ LEAN-TO RAFTER CONN. DETAIL 5601 19TH STREET �;' Not To Scale ZEPHYRHILLS, FLORIDA .1 2/3/2021 BECHTOL ENGINEERING IRAwrc MKB ° NITS AND TES7MG,Ina TB 'a G21001 CDNSINWG GEa1ECHNe1L,D(I 04ENIAL.AND W,1FHW5 IES'DNG ENQNE TB SHEET 3 OF 3