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HomeMy WebLinkAbout19-22114 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 /,2'1'14 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22114 Address: 37454 NEUKOM AVE LOT 32&33 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0090-00000-0320 Improv. Cost: 7,800.00 OWNER INFORMATION Date Issued: 12/03/2019 Name: WESSEL, DANIEL & CONNIE M TRUSTE Total Fees: 120.00 Address: 37454 NEUKOM AVE Amount Paid: 120.00 ZEPHYRHILLS, FL 33541 Date Paid: 12/03/2019 Phone: Work Desc: CONVERT EXISTING SCRN RM INTO SUNROOM 216 SQ FT CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 120.00 i Ins ections Re uireci FOOTER 2ND ROUGH PLUMB MI INSULATION EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. k� . &, CONTRA TOR SIGNATURE PERMIT OFFI R 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 eived / 7 Phone Date Rec Contact for Permitting fJ Owners Name a ss le! a !ie� �t V gl Owner Ph one N u m ber Owners Address 1e (M• Chi t$ �` Owner Phone Number Fee Simple Titlehold�lrn Owner Phone Number Fee Simple Titleholder A d �) // / 2` JOB ADDRESS I /V� (�{t� Aim- z g 11 S ,�-1 -63Y Y l �ry�L�O�bWT# a{t�A SUBDIVISION C[ YIZD PARCEL ID# 7 1��I QZ)gd c b—I��U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT Q SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK 6noer-Y �Jcr` SC a./D?}Y► o cSL[.14 BUILDING SIZE / SQ FOOTAGE HEIGHT TPITrTP�iTR'PTf�Fl01"iTl�l�l'�ITPT�IY7�ITIRTi"4�1"fTPf���ITrTTP'I�IT'rP�trl'9TPi�P� BUILDING $ �p�(] VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ J AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. V/ =PLUMBING $ jl/ vI `\ `n 7 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION N 11�11" =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO ..r'T• •. . • . . . . .••. .� Ise-i-p .�� . . . .. . . . .. . ... . . . . .•. I . .- BUILDER �.J v COMPANY UltS /4)fe SIGNATURE WWW /- REGISTERED,-_/�( Y/ N FEE CURREN I Y//N Address &19 111 Rt `NC r d License# 06(p.0 7 zh.lt.1f �J ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREA I Y/N Address License# 11111111111111111111111111111lIIIIIIIIIIIIIIII'IIIIIIIIIIII111111111 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,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(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 all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. �-1-•I�1--1®1-f-f-1-1-1�-F-t-d-i.-1-1-4-1-f-1-i-F-{�I•-1--F-IMF-1-d-L-'.--i-R-1--4-1-•F-4-{-1-•�I--F-i-1-I�f•-i-4-f-�-F•�1�••i-4L-l-B-l- Directions. FlII 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(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 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 resporisibility 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"V"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 found 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117-.03 OWNER OR AGENT H CONTRACTOR Subscribed and sworn o(or affirmed)before me this Subscribed and sworn to(or a armed)before me this by by Who is/are personally known to me or has/have produced Who islare personally known to me or has/have produced as identification. as Identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Jr J4! ,1 Page No. of Pages' (Contract 4 SUN STATE ALUMINUM, INC. 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 SUBMITTED TO ` `7 PHONE STREET y ' g`' JOB NAME j� r CITY,STATE and ZIP CODE JOB LOCATION ARCHITECT DATE OF PLANS JOB PHONE "M herebk,submit specifications and estimates for: i _ t �> .._..................... ........................_...._....._........................ ....._,........-.......* :. ..................._............... ..._...................ti..............�.-�-..............................................._......... ^R............_.__............ a�� r ......................................_................................................_......._......................._............._............................................................................._..............._........................................._................................................_.._._......................_.............._...................................................... ........._...._...._.........................._..................................._ _...._. _............... ... ...................................................................................................................................................................................................._......... ................... rP '1 r ..._...._... w............_...._._...._................._.......... _.............. _......_......._.................. _._... __.........._..... ......._.... _.... _..... ........................................................._:A.`._..._...._.......... ....._.......................`..................t".�.....t..........:..................... ............:'_..''.........................._....................................................`........._......_S ................. ..._...._............................................................................._........................:........._..................................................._.............................................................................................................................................._...._................................._.........._........_....-.............._............... ............................................................................................._..........................................._._..._................................._..........._..............................._............._................................._..._._.....................-........................._.........................._............._..._................._........._..... .................._......................................_..._...........................:_..........................................................................._...._.............._.................._........................................................_..........................................................._......................................................................... ...._..._ ..._..._................. _........_. .......... °.. Ve COUrtad hereby tAbmish mateflal and labor J complete imaccordgnce with above specifications, for the a sum_off: dollars($79 J ). Payment to be made as follows: All unpaid balances subject to 1.5%monthly interest fee. , All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any afieration or deviation from above specifications''involving extra extra costs will be executed only upon written orders,and will become an-extra,lgttature` '" .% ` .- ^^"� charge over and above the estimate. All agreements contingent upon stdkes accide,;,' _ `"�¢=--� " "` or delays beyond our control.Owner to carry fire,tomado and other necessary insurance. # a�•Ngte-This proposal mar be Our workers are fully covered by workman's Compensation Insurance. � `�Wlt�wn by us if not accepted within days. 01cceptattce of Cotttr art— The above prices,specifications J-.,�.�-.,,�.. ,` �"�,��.,.:-�-�-`;"'-�.,��.•,,,,.:.z.�.,.�'` and conditions are satisfactory and are hereby accepted. You are authorized Signature• to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature - , r ' I I I I , , I I I 1 I - I I ' - ' ! '�\ 7 I r l , I I � , , I I - - I I 1 I , : I, l I , I • I. I , I , I I, I I I - !------- -I';-- - - - - - - --- --- -- --- - ---- - - Florida Building.Code Online Page 1 of 3 l a.IX o e ' 1ossl9 . a 1 ®it � BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search i Florida Product Approval r (t-Oi;b USER:Public User Product Aooroval Menu>Product or Aooiication Search>Application List>Application Detail i� FL# FL1435-R20 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Q Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowskj@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE L7 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD- ttTa... 1/9/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 09/05/2017 Date Validated 09/22/2017 Date Pending FBC Approval Date Approved 09/27/2017 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std. Meeting Rail, inc. Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC CertificationB-SH2O0.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-200.odf pressure,size and anchorage information.The Pass-Thru Verified By: A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 STD Evaluation 0917 odf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R20 C CAC 190-1003CAR2 pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R20 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-200 HD Evaluation 0917 pdf Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R20 C CAC Certification SH800 C odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-800c.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH800 Eval 0917.odf Created by Independent Third Party: No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R20 C CAC SH-5400 Certification odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-5400 odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5400 Evaluation 0917 odf Created by Independent Third Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R20 C CAC SH-5500 Certification odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date impact Resistant:Yes 10/01/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R20 II SH-5500.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R20 AE SH-5500 Evaluation 0917 odf Created by Independent Third Party: No https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTa... 1/9/2018 GENERAL NOTES: ANCHOR LOCATIONS&SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2'THICK.IX WOOD' BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY To SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE I-lir THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8"MAX.BUCK SUBSTRATE EDGE{EXCLUDING FINISH OR STUCCO}. 52-1/8*MAX.BUCK 6"MAX 5.MAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9..MAX, THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. T-1 5) 77"ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 1 APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR I MAX. MATERIALS SHALL BE I I BUCK PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA I BUILDING CODE. 6"MAX --F-I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17*MAX- I i 77- OR FIN.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE t I MAX. OF INSTALLATION SHALL BE DONE BY OTHERS. I I BUCK 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 I 1 78" KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM t j j MAX C-90.GLA7JNG COMPLIES WITH ASTM E1300. TIP-TO- TIP 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9-MAX. 9)PRODUCT MAY BE INSTALLED INTO STEEL 6.MAX, OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS, FLANGE FRAME WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 4000/4001 SERIES. FIN FRAME TABLE 1:FIN&FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS Min.Edge -Min. Sash Style De I P Certification I 171n.-Edge Min. Buck Size Anchor Type Substrate AnchorType substrate Dist. Embedment Width Numbers �H� Dist. Embedment -- - Wood(Southem Pin;)- I/Z. ,Va. .131" -=556-5 290-1003 ,045(18 GA) --W32-Panhead 52-IIW 77" Equal Ute #12 Steel SMS Steel Stud Gr 33 - 3/T Nall Wood(Southern Pine) 3/8' 1-7/16' AlumInum-6083-15 sm. SMS Wood(Southern Pine) 9/16' 1-318* Steel,A36--3ff 1/4'Masonty Concrete Screw Wood(SouMem Pine) 7116* 1-3/tr Anchor Hollow CMU 2-1/2" 1 1.1/4" 1 1 NOTE:FOR ALL METAL SUBSTRATES.SCREWEmaEomEmT SRVI BE MIN.3-FHREADS BEYCND INSIDE FACE OF MATERIAL INsftViM7VAA3=QTAM=WAW `wVJ.ROSOWSKI 01/18/13 ALUMINUM 60& M..d* A10PROM&TARKADFORTIMOFTM -7 5w, B*� Z.070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 FL CERT.OF AUTH.-29296 SINGLE HUNG INST.,HD MEETING RAIL . ...... . . . A.Lynn Miller,P.E. P.E.#58705 SH-200 17S 1 of 3 1032412JR INSTALLATION WITH FLANGE FRAME EXTERIOR ST SU T ELI I Ix WOOD IN SHIM SHIM EDGE DISTANCE NO NO i SHIM ANCHORS ANCHORS EMBEDMENT REQUIRED EQUIRED EXTERIOR REQUIRED EXTERIOR FLANGE FRAME. JAMB-INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGE FRAME. FLANGE FRAME, HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING�IX BU6KSTRIP) SU TRA EXTERIOR EXTERIOR EXTERIOR EDGE NO DISTANCE NO No ANCHORS REQUIRED Ix SHIM REQUIRED EMBEDMENT WOOD . .......... FLANGE FRAME, . .... jAms INSTALLATION SHIM (USING IX BUCKSIKIV) -a, 'Of R"'P NO ANCHOR'REQUIRE; tSHIM SHIM i ix WOOD a:;6 SU T J.ROS KI 01118113 ALUMINUM 06Na FLANGE,FfZ_AME SST E SILL INSTALLATION (DIRECTLY TO SUBSTRAI h) FLANGE FRAME. ILL INSTALLATION INSTALLATION NOTES' SING IX SUCKSTRIP) 1)SEE SHEET 1 FOR ANCHORAGE.SUBSTRATE AND SPACING REQUIREMENTS. 107tr 0 TECHNOLOGY DFUVE MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS FL34275 2)GLASS SHOWN AS EXAMPLE. "'-�H- FL CERt OF KlJiH.t 29296 SINGLE HUNG INST.,HD MEETING RAIL 11 LAM FRAME GE FRAME INSTALLATION- HEAN SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. },AS 3)FOR SM A.Lynn Miller,P.11 412JR X SHIM I T NTS 2 f 3 1032 4)) A 4" LLM HIM THICKNESS TO BE 11 E U S MA 4 5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#68705 SH-200 )MAX,SH INSTALLATION WITH FIN FRAME i EDGE BST TE DISTANCE EXTERIOR SHIM EDGE DISTANCE 4 EXTERIOR I IN FRAME, j HEAD INSTALLATION SHIM I FIN FRAME, JAMB INSTALLATION I! SUBSTRATE I SHIM P7, :—'<•.`_Cc�::�•. :h: •. 3< ' 0 BS E c- EXTERIOR �..• (T_ I T T �' -GF .:•`J FIN FRAME aTny: nr• ue1,� MxnuYavortttx7� f SILL INSTALLATION J.ROSOWSKI 01/16l13 ALUMINUM rarmxmA+o cvamrm ousmwnv. vmMdvxErwr rvFovrxwoe� I maaertwrd=us�4vx � • xneoarNnxvrnEwrl¢im N/CREy INSTALLATION NOTES: ?nF 1)SEE SHEEP 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. NOKOMIS,FL 34275 3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. FLCERT.OFAUTH.:29295 SINGLE HUNG INST., HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 114'. A.Lynn Miller,P.E. s. ar �` x� &"V ft ""' 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.H53705 SH•200 NPS 3 of 3 1032412JR i SUNROOM. 1. 1.A one-story structure attached to a building with a glazing area in excess of 40 percent of the gross area of the structure's exterior walls and roof. 2. 2.A one-story structure added to a dwelling with solid roof panels without sloped glazing. The sunroom walls may have any configuration, provided the open areas consisting of operable or fixed glass or windows or side hinged or sliding glass doors of the longer wall and one additional wall is equal to at least 65 percent of the area below 6 foot 8 inches (2032 mm) of each wall, measured from the floor. For the purposes of this code the term sunroom as used herein shall include conservatories, sunspaces, solariums, and porch or patio covers or enclosures. R301.2.1.1.1 Su nrooms. Sunrooms shall comply with AAMA/NPEA/NSA 2100. For the purpose of applying the criteria of AAMA/NPEA/NSA 2100 based on the intended use, sunrooms shall be identified as one of the following categories by the permit applicant, design professional or the property owner or owner's agent in the construction documents. Component and cladding pressures shall be used for the design of elements that do not qualify as main windforce-resisting systems. Main windforce- resisting system pressures shall be used for the design of elements assigned to provide support and stability for the overall sunroom. • Category I: A thermally isolated sunroom with walls that are open or enclosed with insect screening or 0.5 mm (20 mil) maximum thickness plastic film. The space is nonhabitable and unconditioned. • Category II: A thermally isolated sunroom with enclosed walls. The openings are enclosed with translucent or transparent plastic or glass. The space is nonhabitable and unconditioned. • Category III: A thermally isolated sunroom with enclosed walls. The openings are enclosed with translucent or transparent plastic or glass. The sunroom fenestration complies with additional requirements for air infiltration resistance and water penetration resistance. The space is nonhabitable and unconditioned. • Category IV: A thermally isolated sunroom with enclosed walls. The sunroom is designed to be heated or cooled by a separate temperature control or system and is thermally isolated from the primary structure. The sunroom fenestration complies with additional requirements for water penetration resistance, air infiltration resistance and thermal performance. The space is nonhabitable and conditioned. • Category V:A sunroom with enclosed walls. The sunroom is designed to be heated or cooled and is open to the main structure. The sunroom fenestration complies with additional requirements for water penetration resistance, air infiltration resistance and thermal performance. The space is habitable and conditioned. R402.2.13 Sunroom insulation. Sunrooms enclosing conditioned space shall meet the insulation requirements of this code. Exception: For sunrooms with thermal isolation, and enclosing conditioned space, the following exceptions to the insulation requirements of this code shall apply: 1.The minimum ceiling insulation R-values shall be R-19 in Climate Zones 1 through 4 and R-24 in Climate Zones 5 through 8. 2.The minimum wall R-value shall be R-13 in all climate zones. Walls separating a sunroom with a thermal isolation from conditioned space shall meet the building thermal envelope requirements of this code. INSTR#201920227E OR BK 10013 PG 886 Page 1 of 1 11/26/2019 12:23 PM Rcpt:2112113 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller V r7 (aV­ 14 S�i`d��i.U►f��-1�� Permit No. Parcel ID No NOTICE OF COMMENCEMENT State of 1'/ 4 1 Counly of THE UNDERSIGNED hereby gives notice that Improvement YA be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information Is provided in this Notice of Commencement: /—OO�D—0 `'` O 1. Description of Property:Parcel Identification No. (��jJ4) Street Address: 374/J /'y(1�kbol L� 0'1r/s0 2. General Description of improvement 0AAV'e,1 T MCr" r—AD!% 3. Owner information or Lessee information if the Lessee contracted for the improvement: sae/ / Address city State Interest in Property n wn Name of Fee Simple Titleholder: (If different from Owner listed above) Address / u�� City Stale 4, Contractor:S �4 ~+' // p .s�/ Name /��y � F- j Ad 0,elf L f�C_�3.� 'i Address [� oQ ry� City State Conbactoes Telephone No.: I 70 0 "1— Q� 5. Surety. Name . Address Clry State Amount of Bond: E Telephone No.: 6. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City Stale Telephone Number of Designated Person: a. In addition to himself,the owner designates °f to receive a copy of the Uenors Notice as provided in Section 71113(1)(b),Florida Statutes, Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the e0ratlon data may not be before the completion of construction and final payment to the contractor,but will be one year from the dale of recording unless a different date Es specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECOR INTEND TO OBTAIN FICING.CONSULT WITH YOUR LENDER OR AN ATTORNEY BD AND POSTED ON THE JOB SIEFORE TE COMMENCING WORK OR RECORDIBEFORE THE FIRST INSPECTION. IF NG YOUR NOTICE OF OMMENCEMENT. Under penally of perjury,I declare that 1 have read the foregoing notice of commencement and the fade stet eroln are WOW a" of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO line rLessee o Ovefs or Lessee's Authorized n Officar/Director/Panner/Monage r yj Slgnato s TWO/Off" ' q The foregoing Instrument was actmowledged before me this 4d yet 1 1,20 L4y ])& t EL W �/��el Q Lo�G� (type of authority:e.g.,officer,trustee,attorney in fact)for (name of rly on Deh of whom InsWment see d). Personally Known❑QR Produced nticollon .Notary Signatu /✓� Type of Identtiication Produced Name(Print) Act ` TTD a�,�,rrlp ..ML.COM g•�+' lipt>tTy IhIWe•Q�W.O!iilorldrt • Conimht�taa f1 iEF 90pbt1 �'�,?� Irtlr Caadar. awl Z6,Zo�O wpdetelbes/nmkeoommancement_pc053048 ' . . STATE OF FLORIDA,COUNTY OPPA8CO THIS|STOCERl|FY THAT THE FOREGOING\SA TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OROF PUBLIC RECORD |N THIS OFFICE in"jo lye -n WIT S MY HAND AND OFFICIAL SEAL THIS S.. ACr ` I City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: AVM Date Received: Site: &Ak", AA/ Permit Type: WV& + asteVl r/YI ID So a M Approved w/no comments:❑ Approved w/the below comments: [ Denied w/the below comments: ❑ r This comm,e s eet shall-be k p With the permit and/or plans. / Nov. 2t2019 t Kal witzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) _ Florida Building Code Online Page 1 of 2 'l ;L fI ° Professional Regulade , BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map I Links Search Florida Product Approval USER;Public User S`'�;ss9lir sin Product Approval Menu>Product or Application Search>Application List>Application Detail FL161-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich,PE 171 Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COI EvalReoort176F.odf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By 1ittnc•//flnrir1ANii1r1inor nro-/nr/nr ann rltl acnx?naram=wCTF.VYC)wtT)nvvf4norA'klii n45n.q 1 nfloni R Florida Building Code Online Page 2 of 2, Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL* Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-176F.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt176F.Ddf Rooms. Created by Independent Third Party: Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R6 II CWS-242E.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen FL161 R6 AE EvalReDOrt242E.Ddf Rooms. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: its' �'a � ECCecA Credit Card Safe https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl045cs... 1/30/2018 PRIME DOOR - NON-IMPACT GENERAL NOTES: SHOWN wlALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS ( TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 37 1!4„ 3.CONFIGURATIONS:OUTS WING,LEFT OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1000 ALUM. 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR UNIT WIDTH GLASS TABLES ASTM E-1300-04001109. NON-IMPACT POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 35" • INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM E-1300.04e01/09. ¢ Z d Z 0 A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z W J O O w 0 IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR W Z 02 Of I=Z DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD 0 w w >.FD- 2 ANCHOR CALCULATIONS. Z z=m d w w O O ........ O 01-0V'¢F=F-W 7 5/8 6.NOT APPROVED FOR IMPACT RESISTANCE,IMPACT PROTECTIVE 0 O HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z 0 C7 Z j v 0 F __ azLLMO L.0 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT } Q O w O=O Z USED AT ALL FRAME JOINTS. 3 !2" w LL M O0WCW 7t— B HINGE(T(P.) w w w co OVERALL O t1'"'"In', HEIGHT I ,*y���Qp10REWy T.- LUCaS ��`?•��OREW UNIT " Turner v' Na 58201 •1' 5 1/2 HEIGHT 2017-09-15 F 15:13+20:00 :y' STATE OF , L9" ✓s„�SSfdNA�l �;���� DOOR CORE 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 4286 A PH.941-38Q-1-1 5774 A SHEET DESCRIPTION: 6 GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS........1 ADE 09/08/08 CONFIGURATION.S SECTION VIEWS ..............................3 I MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWGtl: ANCHOR SCHEDULE&NOTES............5 I 37-1/4"x 81 +/-40 PSF I NONE CWS-176 F INSTALLATION DETAILS........................6 SCALE: SHEET 1:15 j 1 OF 8 eopo.m WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WW W.CWS.CC 27 3/4„ MAX UNIT WIDTH 23 1/2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT / a '' z zo w zz ��_Z ao o § F- 2 I-wz � xzz.2¢afwOEO 8nO6 Q2v,n261/2" GLASS Z z 9�-?I-Urn DLO ¢ zowz� Y ¢§QOw-20 Q wQ_Y�O~Zrb 57" //L E Z�WU30w0)w MAX p wF0 a=�> UNIT w o �'a HEIGHT // a F- o 'PN0?Rr= .`p5:DOE�•S•TG'Q�: 2 '�JG•• F••, A Z-: No 58201 •.?S GLASS DLO G9P% STATE OF ;4u�U: z�- 9/15/2017 22" LUCAS A.TURNER,P.E. GLASS DLO FL PE#58201 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: ADE 09/08/08 DWG#: REV.: CWS-176 F SCALE' SHEET 1:10 2 OF 6 s 1 I�(ltJlU1L4®�(T(I( WINDOW SYSTEMS f�%J 15 12 1900 SW 44TH AVE. OCALA,FLORIDA 34474 13 INTERIOR g WwW.CWS.CC 6 1000 ALUM. [D❑° GUARDIAN DOOR a a 37 NON-IMPACT 3 14 ¢ z 3: ¢Z�: I— ow0 Qwoo 3 14 28 w zOz �kZ� 0 ;Iw§>.Om3:m 9 10 3 Z Z22¢wwpp O Ou)OVaI=-ma wz SECTION VIEW B-B z o z o-z D uW —I ¢ F z��ZO )LL R }� <3¢:0 FOZ INTERIOR w 0 x uu)o w w w LL(nw OJtgF— d O WF•z Ix wo w a F a It�a p p !NREIM 15V F��!�iP,ti�+ : J: No 58201 •13,a ^p� STATE OF 41 .44 19 ., ONA� r�- 9/15/2017 16 7 LUCAS A.TURNER,P.E. FL PE#58201 5 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 23 SECTION VIEWS 6 (1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ADE 09/08/08 1186 STANDARD THRESHOLD +40 1193 SADDLE THRESHOLD NONE DWG N: REV,: CWS-176 F ITEMS NOT SHOWN FOR CLARITY:9,11,17-19,24-26,31,36 NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED BCALE: SHEET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 ITEM PART#DESCRIPTION PARTS LIST VENDOR MATERIAL 2 6/8" 36 lwo -ED ffig 1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM WINDOW SYSTEMS 3 S-1374 JAMB,ZBAR,OUTSWING KEYMARK ALUM 2"—►( 5 S-1186 THRESHOLD KEYMARK ALUM ( OCA A,FLORIDA AVE. 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM 9 wwW. WS.CC34474 WWW.CWS.CC 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 1000 ALUM. 10 P-3008 HINGES IDEAL SS 1/8" 8 OUTER FRAME GUARDIAN DOOR11 P-3376 POP RIVET HUB SS ASSEMBLY 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 61/16" 4114" NON-IMPACT 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.33D x.187 FIN,BLACK SOFT TOUCH ULTRAFAB ¢ z ¢z 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB F p w 0 a w Q ci 16 P-3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS z w�❑ F z w 17 P-3087 GASKET,DOOR KNOB PRATT IND. FOAM ❑ ¢(Z§7-o w 3:m LL rw ZI-3:gs 18 P-3204 GASKET,DEADBOLT HO PRODUCTS FOAM Z z 2:E<K w o o 19 P-3584 FOAM CORE ELITE DOOR CORE-H-1001 0 01-0 U a.X�a 23 P-3214 BUGSWEEP ❑ Z- -ZF❑(D 24 P-3539 8 x 3l4,QUAD PAN TEK FASTEC STEEL PANEL FRAME z C o u) ❑ca CORNER KEY-8-1002 ¢ I= O W Zp o u.U 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY >- Q =o z 26 P-3350 FOAM BLOCK,FILLER METALS USA of ¢ H 0-~Z(6 oo�>>p§o2 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS w w u)of w w❑❑w U3 w 29 P-3370 CYLINDER,DEAD BOLT YALE SS a ?=D, it p-� 31 P-3531 8 x 3/8 PMIL FLAT SMS FASTEC SS D: w w t_O O-2 Y 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC a D d 2 3/8" 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM �-•---2 3/8"' 2 518" �StR1tI77J 34 P-3367 DOOR STRIKE YALE SS —� -� w��'tpp1OREW ryjh�i 35 P�368 DEADBOLT STRIKE YALE SS 3/4" 1/16" 3/4" .� 5 .......... CN'•rGp�ir 36 P-3612 8 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL 1 13/16" 1 11116" —� 1 3116" :J;'� "r z�J Na 58201 •;o 37 P-3776 BACKER PLATE ALCOA ALUM l 1 3 33 LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 S9'• STATE or '+u.'` 2,4,20 22,27,30 OUTSWING JAMB S-1374 :O AiZ OUTSWING HEAD S-137T r4�'nt'P o a t4q.G`t"% NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 215116"—�{ 3 3/8" 3 711 6" rl/16" 1 1/2" 7/8" 7 13/16" 9/15/2017 6�_ �Ly� 1/16" 1— LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-i 126 SADDLE THRESHOLD S-1193 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS THRESHOLD DESCRIPTION MA X.POS.DP DRAWN BY: DATE: 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +40 ADE 09/08/08 1193 SADDLE THRESHOLD NONE DWG#: REV.: CWS-176 NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. NOTE:INSTALLATION 1 1193 THRESHOLDS ONLY ALLOWED scALE: SHEET WHERE NO WATER INFILTRATlON RESISTANCE IS NEEDED. 1:2 4 OF 6 S 12 3/4"MAX O.C.(TYP.) ��'� 6"MAX (TYP.)---- �y� WINC SYSTEMS SEE NOTE 2 SW 44TH AVE. tJ 6"MAX.(TYP.) L OCALA,FLORIDA 34474 WW W.CWS.CC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. ¢ z ¢z (TYP.) II w g O II INSTALL TWO#8 ANCHORS THRU w z o Z DE h STRIKE PLATE AND DEADBOLT STRIKE a N w§z o V :m II PLATE INTO SUBSTRATE(TYP.) z z 2 d o x INSTALL ONE#8 ANCHOR THRU o o o ti =o IX EACH HINGE INTO SUBSTRATE(TYP.) U U-5D z F-M a (TYP) z z0 U, i)D O a Q zowz0u O ` } q��pt�tt�20�Ill Ui oa� �3(W II Fr LL CWT 0-10)f II II 0 WF 0 mxmw 0 a.II W a st�ainahnr ANCHOR LAYOUT `.0 �GEN FTG�yrr Ne 58201 t y9fl; STATE OF rri��,�l0p"4P"`ty+tip NOTES: rr"rrSs•IONA'ONCE�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9/15/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG n: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-176 F FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 50F6 TYPICAL HEAD ANCHORAGE � • WINDOW SYSTEMS MIN.EMBEDMENT MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CC INTERIOR 1/4" MAX.SHIM SEE TABLE 1 PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER MIN.EDGE SEE TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND FLANGE BY INSTALLER k 4" MAX.SHIM MIN.EMBEDMENT ¢ ? 3: ¢z a HINGE/STRIKE PLATE SCREW SEE TABLE 1 o w o cow o p SEE TABLE I w zOz tX-z� LL F--w3ZO�Of�= z z �¢X o Oho ¢woo INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS O owl-- ,Z o d SEE TABLE 1 SEE TABLE 1 °z o 0=-?F-U cn SEALANT BEHIND PERIMETER SEALANT ¢ F-LL�p o Il.z FLANGE BY INSTALLER BY INSTALLER } ¢ o W(11 =O D_ �¢ r-HI-Z ¢ OnD, 0� B HORIZONTAL SECTION w w w U)0 w u/i w INSTALLATION ANCHOR e z- 6 TYPICAL JAMB ANCHORAGE a =d IY O-rn SEE TABLE 1 SEAL OR SET IN 0 =I-n00 (L m w w CONCRETE OR MASONRY a m PERIMETER SEALANT ° BY INSTALLER MIN EMBEDMENT +`�+S,PNORIEVv �•�. SUBSTRATE BY OTHERS ° a SEE TABLE 1 ``JVQ:.��CENSF;Qy�' SEE TABLE 1 No 58201 MIN.EDGE DIST. ~ro 'r ; STATE OF ,�W: SEE TABLE 1 i.O�FSC 6 TYPICAL SILL ANCHORAGE •�f•.S1�NA; �++`� �z 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 1-1/9, INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" DRAWN BY: DATE: 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 1/2" AIDE 09/08/08 0.045"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" 1/2 DWG#: REV.: NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS #8 WOOD SCREW 1-3/B" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. 2XMIN.SOUTHERN PINE(G=0.55) SCALE: SHEET 1:2 6OF6 Florida Building Code Online Page 1 of 2 BCIS Home I Log In I User Registration { Hot Topic I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I dblowkr a aProduct Approval USER:Public User Product Aooroval Menu>ProduR or AoolicaUon Search>Aoolication List>Application Detail • FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Neil.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton NeiI.J.Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Neii.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE 9 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nleminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD gvG4Aty8UaHdEplSz... 1/9/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems Limits of Use Installation Instructions Approved for use in HVHZ:No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500- Approved for use outside HVHZ:Yes R3TDdf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-152 Created by Independent Third Party: Yes Other: 1.)The DP noted in this application Evaluation Reports pertains to one particualr siding system. Refer to FL12500 R3 AE 2017 09 FINAL ER NORANDEX SIDING FL12500- ER Appendix for all systems and design pressures. R3.odf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. / Product Approval Accepts: L W W. e :il M Credit Card Safe u https://floridabuilding.org/pr/,nr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 QOTRINITYIERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures / colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein. Brand Product. Profiles Thickness American Classic American Classic Insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6.5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,D5DL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,D5DL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL,D5,D5DL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasa),wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations, limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6(Pasd)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings (GCpi_±0.18), no,load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t=1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to"NO"indicates additional testing is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end j zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not ,s less than either 4% of the least horizontal plan- s ® ® a view dimension or 3 feet, as outlined in Figure Q 30.4-1 of ASCE 7-10. s s l Exterior Research and Design,I.I.C. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 TRlNlll(I ER® 5.4 For existing substrates, the AHJ may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section 5. 6.1.1 Unless otherwise noted, fasteners for vinyl siding are limited to min. 1%" long (min. 3/-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinylsiding.org. Exterior Research and Design,I.I.C. Evaluation Report C13820.04.09-1-113 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 7 z � d 0 O Vl N o m Z', n c c c � to c c 0_ ❑. O. O w Q D. Q �n in vi C 2 fn in C. 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O 0 0 0 0 0 O O O O O O O Z Z Z Z z O O O O O Z O 0 0 0 0 0 O Z z z z Z O O O O O Z a O E m vl O-O m O Y Y 'OLn O Y Y Y Y Y Y Y Y Y Y Y Y O O O Y O Y Y Y Y Y 0 0 0 0 0 0 0 0 0 0 0 0 O Z Z O Z Z 0 0 0 0 0 0 O p 0 0 0 0 O z Z O z Z 0 0 0 0 0 0 G) L G) CL 111 � y a a T S� 7 Y Y Y Y Y Y Y Y Y Y Y Y Y Y p m p p Y Y Y Y m Y ]z Y Y Y Y m Y Y O Y O O Y Y Y Y Y m .W 0 00 00 0 0 0 0 0 0 O O O Z O Z Z O O O O O 0 0 0 0 0 0 O O O z O z z 0 0 0 0 0 O LU 00 cn m to to � c � O 5 ' Y OY O OYpm O O O O O O O O O O O O Z O O O O O O O O O O N:: OO YO OY OY OY OY p� Y X U o z J z d N Y Y Y Y Y Y Y Y Y Y Y Tim Y Y Y Y Y Y2 N0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y Y O U Im W Z O � YMITI- rYYYYYYYYYYYY YY YIt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 - p p`l 41 O ci J Q LL n 000 � "O O m c -o �o v o ^ a '0 °o 'n Z W v) v v > in v O z a a F. m m I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WIT ji ND FBC 6TH A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RE� � E� 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING, E L T �' PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 �` ••N• 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) Q• APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER • IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. • • TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY • OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE ` • REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO ^ • STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT DO SUNROOMS OR HABITABLE EDAS LIVING SPACE MAY DOOR ADDED ADDEDWH RE AN EXIT • • MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT IS AND MEETS �•i i • ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. r •• � 4b DE SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR ��' •• ••••••` ,� 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PR 6. ALL OVER POUR 'M 1SUPPORTEDSLABssHALL FOR USE WITH ACQ PRESSURE OTHERW SEN TED ON PLANS TREATED WOOD,OR DESCRIPTION:SCREEN ROOM TO SUNROOM III CONVERSION ENGINE- D: 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E. FOLLOWING: G-185. DESIGN DATA: OPC(PORTLAND CEMENT TYPE I,-ASTM C I50). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER 53608 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH 3/4"• UNLESS NOTED OTHER WISE. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH AIR ENTRAINING+/-1%-ASTM C 260. �sLY WITH PREVAILING WATER REDUCING AGENT-ASTMC494. 2. WIND EXPOSUR: II Thomas L. Hanson P.E. CLEAN POTABLE WATER- E. DING CODES 3. EXPOSURE: B OTHER ADMIXTURES SHALL NOT BE PERMITTED. LOR 4. INTERNAL COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 2099), (L ELECTRIC CODE, 5. WIND LOADS: 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN , FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART I, F4a*'mC• ^`'R"`"'"'"'RT 1-A,&1-B: SOLID ROOF(MWFRS): 23 PSF 2,&3 ALONG WITH HOT WEATHER CONDITIONSCOMPONENT&(110E.S REVIEW DA S SCREEN WALLS: 27 PSF Myron Max Neal P.E. RECOMMENDATIONS. P ��E ROOF ZONE 1: 9L/A2L8 PSING F, ZONE 3: 8.9/-55.0 PSF URES: FLORIDA LICENSE NUMBER:86663 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 .�/ OF ZE CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 CITY 11�t crM`N�Rw�, WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 p G SPALLING OR OTHER DETERIORATION. ASTM A615 PL.A 6. EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH Joel Falardeau P.E. ASTM A185 SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE FLORIDA LICENSE NUMBER 70667 FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) B.MASONRY: 6TH EDITION 7. SOLID ROOF TYPE: EXISTING 3"x12"ALUM.RISER PANS 1.C E MASONRY UNITS(CMU)SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL Erik Stuart P.E. TYPE M OR S MORTAR F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:77605 2ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. g g 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR 6272 Abbott Station Drive Unit 101 HEIGHT. 3.UON--UNLESS OTHERWISE NOTED 4.CONT--CONTINUOUS HOLLOW SECTIONS Phone:Zephyrh813)788-53 5.VIF--VERIFY IN FIELD Phone:(813)788-5314 C.ALUMINUM: 2 x 2:---------------------------------------2"x 2"x 0.044" Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"213"x 0.070" 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF DATE:11/14/2019 CODES,LOCAL ORDINANCES,ETC. 2x4:---------------------------------------2"X 4"X 0.050" 0.024"SHALL APPLY. 2,CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5:---------------------------------------2"x 5"x 0.050" DRAWN BY: MARK DUNN SR SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. OPEN BACK SECTIONS REVISION: DATE: ALUMINUM STRUTURES-BUILDING LOAD AND RESSTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:--------- MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 1"x 3"x 0.045" RO 1 INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH ONDRTCTOR RO 2 4.A ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED EDITION(CHAPTER I6 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS RO 3 ALUMINUM). MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050" RO 4 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC -------------------- LICENSED P.E.IN ACCORDANCE WITH STANDARD SEPARATION. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES. JOB#-19_1111_105 THAN#10SMS6"FROM THE ENDSANDI2"ON CENTER,IF H.MISCELLANEOUS: SELF MATING (SMB) USING#12 SPACING MAY BE 24"ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" JOB NAME&ADDRESS: SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FHB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. WESSEL SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO TT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" 2 X 7 SMB:-- VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2"x 7"X 0.057"x 0.120" GRAND HORIZONS 2 X 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 37454 NEUKOM AVE. D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"X 10"x 0.092"x 0.374" ZEPHYRHILLS,FL 33541 300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FBC 6TH EDITION MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17.1 IN ITS ENTIRETY. WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR: 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR FLAT WASHERS AND NUTS. 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL SUNSTATE ALUMINUM 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, HAVE EPDXY ADHESIVE E TO CONCRETE OR IF USING GROUT, TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. ENGINEERS NOTES it I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EXISTING SUNROOM SHALL NOT COMPLIANCE WIT OAND FBC 6TH MOBILE HOME BLOCK EGRESS BUI n" � �E LI0 I, : No. PROPOSED PR L SCREEN ROOM EXISTING ENGINEER 0 CORD: TO SUNROOM III SHED SYMBOL LEGEND CONVERSION David W. Smith P.E. q q FLORIDA LICENSE NUMBER:53608 OT TEMPERED GLASS Thomas L. Hanson P.E. EX.3x2/NEW 2x3 TYP FLORIDA LICENSE NUMBER:38654 w z NEW 2x3 EDGE BM. Myron Max Neal P.E. EX.3x2 EDGE BM. FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 EXIST.3"x12"RISER PLAN VIEW PAN ROOF Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering PROPOSED 2x4 ALUM.FRAME, Services,Inc. 16"O.C.,WALL w/VINYL SIDING EX.3x2/NEW 2x3 OPTION 2x4 TYP. 6272 Abbott Station Drive Unit 101 EDGE BEAM : Zephyrhills,fl.33542 EX.3x2/ /NEW 2x3 EXIST. 3"x12"RISER EX.3x2 NEW 2x3 PROPOSED S.H.GLASS WINDOWS Phone:(813)768-5314 Fax:l-(86b)-824-7894 END BEAM PAN ROOF EDGE BEAM INSTALLED PER MFR'S SPECS TYP. Website:www.fbcplans.com C.O.A.-#29054 -' -_ ---T"I-1--1- T--� r-r•-T- T-T-T'-f'-T--1-�--f' T'-r--r-I--T--T DATE•11/14/2019 I I I ------- --------- ---- ---------------- -------- ----- DRAWN BY: MARK DUNN SR NEW 2x3 NEW 2x3 NEW 2x3 NEW 2x3 NEW 2x3 NEW 2x3 REVISION: DATE: RO 1 2✓ // / // / 2r / / / / / / // / ?� RO 2 w w w // x x o EXISTING o w // w // w // w // w // w RO3 EXISTING oo z z N ---- o MOBILE `� z -_ __ z _-_ z -_ --- EXISTING MOBILE N N N N N N N N N RO 4 HOME m m m / OT z w a, HOME M m /� M // M // M ,/ ch SHED BEYOND w , // // EX.3x2 EX.3x2 EX.3x2 EX.3x2 EX.3x2 EX.3x2 JOB NAME &ADDRESS: WESSEL 0 o GRAND HORIZONS N N 37454 NEUKOM AVE. i 4.. .: :' * ..• .... c, . ZEPHYRHILLS,FL 33541 EX.4"CONC.SLAB EX.4"CONC.SLAB 4'-6" 3'-0" 4'-6" 3'-7" 3'-7" 3'-8" 3'-7" 3'-7" CONTRACTOR: SUNSTATE ALUMINUM LEFT SIDE ELEVATION FRONT ELEVATION KICK PLATEw/VINYL SIDING TYP.ABOVE& BELOW WINDOWS PLANS & ELEVATIONS I HEREBY CERTIFY THAT I HAVE REVIEWED #10 X 3!4°TEK SCREW&1-1/4"0 COMPLIANCE W + �TH EXISTING 3"X 12" 3' A NEO PRENE WASHER,4 PER PAN @ ALUMINUM RISER PAN ROOF BUILDING EDGE BEAM AND 8"O.C.@ END BEAM Y� NEW 2x3 PATIO UPRIGHT/GIRT ��,\©.••••• PER PLAN `�QT• •ICE ••• '�� �' #10 x 3"TEK SCREW r A EXIST.3x2 PATIO @8"O.C. ' ��• `� EDGE/END BEAM PER PLAN O NEW 2x3 PATIO EDGE/END BEAM PER PLAN PROFESSI�1� ( ��`, NEW 2x2x.125x BEAM DEPTH ''ff ANGLE w/(2)#10x3/4"EA.LEG ENGINEER OF RECD D: NEW 2x3 PATIO UPRIGHT PER PLAN David W. Smith P.E. EXISTING 3x2 PATIO UPRIGHT #10 x 3"TEK SCREW #10x3"TEK SCREW EXIST.3x2 PATIO UPRIGHT/GIRT FLORIDA LICENSE NUMBER:53608 @8"O.C. @ 8"O.C. PER PLAN Thomas L. Hanson P.E. DOUBLE POST/GIRT FLORIDA LICENSE NUMBER:38654 EDGE/END BEAM CONNECTION DETAIL CONNECTION DETAIL WITH DOUBLE POST Myron Max Neal P.E. FLORIDA LICENSE NUMBER 86663 OPTION#2 0.062"MIN.ALUM.INTERNAL OR Joel Falardeau P.E. 1X OPEN BACK EXTERNAL RECEIVING CHANNEL FLORIDA LICENSE NUMBER:70667 ALUMINUM OPTION#1 vW/(4)#10 X 3/4"TEK SCREW I II INTO BEAM OR UPRIGHT AND PER PLAN (4)#10 X 1-1/2 1 (2)#12X3/4"TEK SCREW EACH Erik Stuart P.E. TEK I I LEG INTO 2X2 OR 2X3 GIRT OR FLORIDA LICENSE NUMBER 77605 FASTEN IX OPEN SCREW BOSSES PURLIN OR(3)#12X3/4"TEK SCREW BACK TO ALUMINUM I EACH LEG INTO 2X4 GIRT OR PURLIN FBC Plans&Engineering POST W!#10 X 1-1/2" TEK SCREW,3"FROM 2"X PER PLAN I I 2"X PER PLAN Services,Inc. TOP AND BOTTOM ------- — ------- 6272 Abbott Station Drive Unit 101 AND 12"O.C. Zephyrhills,8.33542 Phone:(813)788-5314 0.060"MIN.ANGLE CLIP Fax:1-(866)-824-7894 W/(2)#12 X 3/4"TEK I I UPRIGHT OR BEAM, Website:www.fbcplans.com SCREW EACH LEG FOR SNAP OR PH OR SELF MATING COA-#29054 2X2 OR 2X3&W/(3) DATE:11/14/2019 1 #12X3!4"FOR 2X4 X OPEN BACK TO OPTION#3 DRAWN BY: MARK DUNN SR ALUMINUM POST DETAIL CHAIR RAIL AND GIRT CONNECTIONS REVISION: DATE: RO 1 EXIST.3x2 UPRIGHT NEW 2x3 UPRIGHT EXIST.3x2 UPRIGHT RO 2 PER PLAN PER PLAN PER PLAN RO 3 PRIMARY ANGLE SECONDARY ANGLE PRIMARY ANGLE RO 4 NEW2x3UPRIGHT 2x2x.125" 2x2x.125" 2x2x.125" PER PLAN I I (3)#12X3/4"SMS FASTENING (2)#12X3/4"SMS FASTENING , , (2)#12X3/4"SMS FASTENING JOB NAME&ADDR IESS: COLUMN TO PRIMARY ANGLE COLUMN TO SECONDARY ANGLE i i COLUMN TO PRIMARY ANGLE (TYPICAL EACH SIDE) (TYPICAL EACH SIDE) i 11 i (TYPICAL EACH SIDE) WESSEL GRAND HORIZONS 1-1/2"x4"x.062 MIN.REC.CHANNEL 1x2 BASE MEMBER 0 0 1x2 BASE MEMBER O O --OR-- (TYPICAL EACH SIDE) (TYPICAL EACH SIDE) 37454 NEUKOM AVE. _.: pi :.'`• ZEPHYRHILLS,FL 33541 (1)3/8"0 CONCRETE SCREW (1)3/8"0 CONCRETE SCREW '• (1)3/8"0 CONCRETE SCREW ANCHOR INTO PRIMARY ANGLEANCHOR INTO PRIMARY ANGLE • •' .: ANCHOR INTO PRIMARY ANGLECONTRACTOR: AND 1/4 0 CONCRETE SCREW"AND 1!4"0 CONCRETE SCREW AND 1/4"0 CONCRETE SCREW ANCHOR @ 24"O.C.MAX.BETWEEN ANCHOR @ 24"O.C.BETWEEN ANCHOR @ 24"O.C.BETWEEN SUNSTATE ALUMINUM 3"(MINCOLUMNS,6"FROM ENDS.(TYP EACH SIDE) COLUMNS.(TYP EACH SIDE) 3"(MIN.) COLUMNS.(TYP EACH SIDE) MIN.EMBEDMENT SHALL BE 2-3/4" MIN.EMBEDMENT SHALL BE 2-3/4" MIN.EMBEDMENT SHALL BE 2-3/4" � SCREEN ROOM TO UPRIGHT CONCRETE BASE CONNECTION UPRIGHT CONCRETE BASE CONNECTION SUNROOM III DETAILS W/1-1/2x4 RECEIVING CHANNEL W/(2)1x2 BASE MEMBER SHT 1OF 2 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND FfTO BE IN ATTACH RECEIVNG CHANNEL COMPLIANCE BC 6TH AT TOP OR BOTTOM OF POST BUILDIN R W/#10 X 3/4"TEK SCREW @ 12"O.C. ,I J4' ••••• r 0.062*MIN.RECEIVING CHANNEL ► C •a `� Q• (OPTION-TOP OR BOTTOM OF POST) ALUM.GIRT a • FASTEN POST TO RECEIVING PER PLAN GLASS WINDOW a GLASS WINDOW *= CHANNEL W/(2) SCREW,BOTH SIDES,AT EACH POST, 0.060"MIN.RECEIVING CHANNEL • RP�ROOF TOP AND BOTTOM OF POST r� EXiS�'Rib p�N 1/4"STRUCTURAL GRADE THERMO-PLY F (TYP ABOVE&BELOW WINDOW) 4 • ` BEAM p�R COIL FA TENTED TOO ALUMINUM FRAMING '���S% .. ATTACH RECEIVING CHANNEL ` °°' WITH VINYL SIDING PER MFGR'S SPECS. i I I ' T #110 X30/4"TEK SCREW @ 12"O.C. PRO ENGINEER ORD: j 2X ALUM.POST @ 16"O.C.TYP FASTEN TOP AND BOTTOM OF 1 2X ALUM.POST - •• POSTS TO RECEIVING CHANNEL David W. Smith P.E. 1 ≥. �w�R ;: ..`;; ; �«c :•7. ; ;: W/(2)#10 X 3/4"TEK SCREW @ I 1 @ 16"O.C. EACH POST FLORIDA LICENSE NUMBER:53608 IX OPEN BACK.PER PLAN I I LI 2"X2"X0 FASTEN 1X OPEN BACK TO CONCRETE FASTEN RECEIVING CHANNEL TO CONCRETE Thomas L. Hanson P.E. 0.062"MIN.ANGLE W/(2)#10 X 3/4"TEK SCREW PER FLANGE WITH 1/4"0 CONCRETE SCREW ANCHOR @ 24"O.C. WITH 1/40 CONCRETE SCREW ANCHOR @24"O.C. FLORIDA LICENSE NUMBER:38654 (ANGLE OPTION-TOP OR BOTTOM OF POST) BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. AND 3"EDGE DISTANCE MIN. AND 3"EDGE DISTANCE MIN. 2X PER PLAN Myron Max Neal P.E. ANGLE OPTION RECEIVING CHANNEL OPTION FLORIDA LICENSE NUMBER:86663 1/4"STRUCTURAL GRADE THERMO-PLY SHEATHING BELOW WINDOWS OR.024"MIN.ALUMINUM COIL FASTENED TO ALUMINUM 1 Joel Falardeau P.E. FRAMING W/#10 X 3/4"TEK SCREW @ 8"O.C. COVER WITH VINYL SIDING PER MFGR'S SPECS. FLORIDA LICENSE NUMBER:70667 ABOVE WINDOWS LI Erik Stuart P.E. ALUMINUM INFILL FRAMING AND VINYL SIDING DETAIL FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Website:www.fbcplans.com C.O.A.-#29054 1/4"STRUCTURAL GRADE THERMO-PLY SHEATHING DATE:11/14/2019 OR.024"MIN.ALUMINUM COIL FASTENED TO ALUMINUM FRAMING W/#10 X 3/4"TEK SCREW @8"O.C. DRAWN BY: MARK DUNN SR COVER WITH VINYL SIDING PER MFGR'S SPECS. ALUMINUM 2x4, REVISION: DATE: #10 X 3/4"TEK SCREW 16"O.C. RO 1 W/1-1/4"0 NEO-PRENE #12 X 3/4"SMS RECEIVING CHANNEL WASHER,4 PER PAN EXIST.3"X 12"TYP.ALUM. (2)EACH SIDE RO 2 AT EDGE BEAM AND RISER PAN ROOF RO 3 8"O.C.AT END BEAM E. . - IOI - -- - - - RO4 i ;: JOB NAME&ADDRESS: " EXIST.CONC. WESSEL #12 X 3/4"SMS RECEIVING CHANNEL 1/4"X 2-1/2"TAPCON, 24"MAX.O.C. GRAND HORIZONS (2)EACH SIDE CORROSION RESISTANT, TYPICAL 2"MIN.EMBEDMENT 37454 NEUKOM AVE. ALUMINUM 2x4 WITHIN 2"OF EACH POST ZEPHYRHILLS,FL 33541 AND 2'O.C.MAX. DETAIL AT 2x4 ALUM. UPRIGHT TO RISER PAN DETAIL AT 2x4 ALUM. UPRIGHT TO SLAB CONTRACTOR: ROOF RECEIVING CHANNEL @ ALUM. WALL CONNECTION (C17 ALUM. WALL SUNSTATEALUMINUM SCREEN ROOM TO SUNROOM III DETAILS SHT 2 OF 2