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HomeMy WebLinkAbout19-21228 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21228 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21228 Address: 38117 PIERRE LANE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lgt(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 02-26-21-0010-02600-0012 Improv. Cost: 2,400.00 . OWNER INFORMATION Date Issued: 5/16/2019 Name: CORREIA, MARK Total Fees: 82.50 Address: 37412 MERIDIAN AVE Amount Paid: 82.50 DADE CITY , FL 33525 Date Paid: 5/16/2019 Phone: 813-997-3117 Work Desc: CONSTRUCT SUNROOM 12 X 40 W/SLAB CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUMN INC BUILDING FEE 82.50 I-A Ins ections Required FO TER 2ND ROUGH PLUMB INSULATION CEILING 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. CON RACTOR 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 �Q ? Date Received Phone Contact for Permitting Owners Name / Owner hone Number Owner's Address /C!/� 14 )6° 46 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I / JOB ADDRESS � / I�/`� /7 Y. 2h l l�S, f3S LOT SUBDIVISION PARCEL ID# �l0'.z/ 'a?6'0D- 166 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEWCOLSTR B REPAIR SIGN = = DEMOLISH INSTALPROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION Q/, BLOCK p/0 FRAME = STEEL = DESCRIPTION OF WORK /io BUILDING SIZE BC 'eL D SQ FOOTAGE ( ✓ HEIGHT BUILDING $.2�fDU U Q VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ S AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ p6m01 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION f ' ' =GAS = ROOFING 0 SPECIALTY = OTHER 11��11V////008 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO . . . . .-/:-_. ... .. . . . . . . ..vim /.�.m. . I(��MMI�'•Vy�t'� d BUILDER / q. •�r r uCOMPANY• 6fS o Y-� .S • Wrr' 11��p SIGNATURE ,000/iy 7/ REGISTERED Y/ N FEE CURREN L11 N JII�Y' Address % / `G/f/ �S License# �,�CS��S3 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREK Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI11111111t1111111II11111111111 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,Stonnwater 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,Stonnwater Plans w/Sill 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. -i-I--I-.{-{.-F-F.-L..i-H-f.-t�-1�1-i�-1-L-•6�.F..t--f-F-M1-1-1-N-i-f�-let-0�-t-I-1-FF-l�l--f-1�1--f-I�b..l-bL.-I-�l--t-1�1-f-F-F-�� 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(Plot/Survey/Footage) Driveways-Nofover 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 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 j 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. I - 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. 17.03) OWNER OR AGENT Jr(� CONTRACTOR Subscribed and sw ,to�or irm d)�bbbf5re me this Subscribed and sswo n to( affr ed)before mithA Who is/are personally mown to e or has/have produced Who is/are personally k62.w�gto me o has/have produced as Identification. as identification. Notary Public X�1 n0 L(/lTnl�J Notary Public Commission No. ��853 0 Commission No. (5rc-1- 7d S3 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ZO% Notary Public State of Florida Notary Public State of Florida Nancy J Brooks •►*r My Commission GG 178530 MN Nancy J BrooksAA Expires 02/18/2022 ,�r My Commission GG 178WO aR Expires oy18/2022 ' •- ( I I I I i =j -- I f I i -I ; ! V I i I � '- I - i , I d' �Pe �C.d�tl, ! fJfP-P,�sl °,;. �i 'I . I I : 1 I' I � I i I I � i I I i � ! I 1 I i I I � •, I • f 1 i � I I, I �_ i I I _ I i I' I . . i I ! I i I I 1 1 � i I I i , i i I I' � 'I i I I � f •I I i I I I I i I I ♦ I I i I ' i -- I ;--- I -1� ,I i i I I • I I i j i i - I ;, i I I , I ' I , I I ' I I ' • I 1 11 i i : i I , I I - - - - • noricta tsuitcting Code Uniine Yage 1 of l Ofessionall RegulatiOn, BCIS Home { Log In i User Registration i Hot Topics Submit Surcharge i Stats&Facts i Publications i FBC Staff BCIS Site Map i Unks i,Search are Product Approval SER:Pubilc User Product Aonroval Menu>Product or Aooliralliga Search>Application List>ApplIcation Detall t • FL# FL1250O-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 NeI[.J.Sexton@saint-gobain.com Authorized Signature Neil Sexton Nell.].Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Nell.].Sexton@saint-goba in.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 0 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 FA Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.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?pararn=wGEVXQwtDgvG4Aty8UaHdEpISz... 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 R3.12df 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.Ddf 2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes Badc Nex[ 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 mall.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 click here. Product Approval Accepts: f ' 99 Z � eChect R Credit Card Safe https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 TRINITY ERD. 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 TrinityJERD 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 (Vasd),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 (Pmd)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 (KZt=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 zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the j mean roof height, whichever is smaller, but not s less than either 4% of the least horizontal p Ian- al view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. s s Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-R3 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 ER® TRINITY I 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. j 5.5 All products in the wall assembly shall have QA audit in accordance with the F.A.C. Rule 611320-3. 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.vinVIsiding.org. I Exterior Research and Design,I.I.C. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 ITION,-(,2017,),FLORIDA`WIND'ZONE=COMPLIANCEWORKSHEET;Height'(h),<30 ft,GCpi=+,0.18,Kd=1,.KA—1 FBC Section 1609 Wind Speed-V it(mph)3-second gust v Design N Nail Engage Pressure 110 120 130 140 ISO 160 170 180 190 200 X N sf °1 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C S OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C 5 OK OK OK OK OK OK OK OK OK 'NO D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone Studs 85 OK OK OK OK OK OK OK OK OK NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK NO NO C OK OK OK OK OK OK OK NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OSB, OK OK OK OK OK OK OK NO NO NO C Zone 4 Plywood 56 OK OK OK OK OK NO NO NO NO -NO D OK OK OK OK OK OK OK OK NO NO B and/or Studs End Zone OK OK OK OK OK NO- NO- NO NO NO C OK OK OK OK NO NO NO. NO NO NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D 5 ER C13820.04.09-1-R3 Norandex-FL12500-R3 NORANDEX;(517)780-3185 09/26/2017 Appendix 1,Page 1 of 2 v > C z o a z y rt < Ln. _ Z c c c c c m oo a fz o o. Q a w N c fz c fz w o n Nn N �7 D rp .Vp O ui N C Q 0 � D Z 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 0 0 0 7C J[ 71z 71z 7C 7C 7C 7C 7C 7c 71z 71; 7C 7C 7C 7C 7C 7C 7c 7C 7C 7C 7C 7C 7C 7C 7C 7G 7C 7C 7c 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C 7C �'' N o Z m n O O O O O 01010 0 0 O 01010 O O O O O 000 O O O O O 0.0101010 0.0 O 01010 O o o O O O N Z 7G 7[ 7C 7G 7G 7C 7C 7z 7< 7C 7C 7G 7C 7C 7C � 7C 7C ;"z7C 7C 7C 7C 7< 7C 7G C ;';Z7C 7 7 7C 7C 7Z 7< 7C 7C 7C CD o z .n D w zn n v m x CD O O O O O O Z 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 o Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w 7C 7C 7C 7C 7C 7C O 7C 7C 71Z 7C 7C 7C 7C 7C 7C 71Z 7C 7C 7C 7C 71Z 71; 7C O 7c 71Z 7C 7C 7: 7C 7c 7C 7C 7C 7C 7C 7C 7C 7z 7C 7C p p 0 V � O Ql VI W to D, m en O O O O O O z z O z O 0 0 0 0 0 0 0 0 0 0 0 0 0 Z z 0110 0 0 0 0 0 0 0 00 0 0 0 0 0rn 7C 7C 7C 7C 7C 7C O O 7C O 7c 7C 7C 7C 7C 7C 7< 7C 7C 7C 7C 7G 7C 7C O O 7C 7C 7C 7C 7C 7C 7C 7c 7C 7C 7C 7C 7C 7C 7C M ID y Oq V S fD r! OOOOOOZZ O O O O O O O O O Z Z O Z Z O O O O O O O O O O O O O O o OO OO 1OO OO 7C 7C 7C 7C 7C 7C 7 7 n p .� � IA _ w 3 c v s z 0 0MIT zzzZOOOOOOOzOOOO O z z z z OOOOOoOOOOOOoO 7C 7C O O O O 7C 7C 7C 7C 7C 7C 7C 0 7C 7C 7C 7C 7C O O O O O 7C 7; 7C 7C 7C 7C X 7C X 7C 7C X X p () n _ 3 11• n + c o z O o 0 0 o z z z z z o z o 0.010.0 z o 0.010 o Z Z z z Z o Z o 0,0101010 00 00101 f, I-% 0 7C 7C 7C 7C A O O O O O 71; O 7G 7G 7C 7C A O 7c 7C X 7C 7C O O O O O X O 71; 7C 71Z 7C 7C 7C 7C 7C 7C 7C 7C 00 CL Q 11 1-� z z O z o o z z z z z z Z Z O z o o z z o Z 0 O z Z z Z z Z z z O z 0 o O o O O o o 0 0 7c O 7C r. O O O O O O O O 7< O 7< 7c O O 7c 0 7c X O O O 0 0 -O O O X O 7C 7c X 7c 77 7c X o .Ne II N Z Z O Z O O z z Z Z Z Z Z Z O Z 0 O Z Z O Z O O Z Z Z Z Z z Z Z O Z O O O O O O O O UD 111111111 O O X o 7G O O o O O o 00 7c O 7< O O 7C o 7c 7< O 00 O O o O O 7< O 7c 7c 7c 7c 7c 7C >< 71; p D z 'a o p z Z O Z z o Z z Z Z z z z Z O Z Z o z Z O z Z O z Z Z z z z Z Z O z z O Z o o O O O No > n O O 7c O O X O O O O O O O O 7c O O 7< O O 7c O O 7c 0 0 0 O O O O O 7c o 0 7c 0 7c 7c 7C 7c 7c o a n w N N - 0 N \ F+ A n CO v n m v n m v n m v n m v n m v n m v n m Exposure No a N z z N V W W - on o 3 M o ° M o a a o ° a o o o Q. o - v' o m i `^ c m u' aN CD an c m o m v+ c !; u+ o Zone A D , ID fD fD fD !D fD fD t r Florida Building Code Online Page 1 of 2 Business 'Profesisional Regula s ' BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links Search Florida !-j "l! Product Approval ,, - USER,Public User. r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# 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 Jay 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 0 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COI EvalReoort176F.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By /`A _ ANT1-I^A[' /nn/nnIn Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D I 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 i 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.odf 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 EvaIReDort242E.Ddf Rooms. Created by Independent Third Party:Yes I 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 j electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 click here. Product Approval Accepts: ached. Credit Card Safe i �ih,�o•/%f7r,ririn�+i,i�rlinrrnrrr/r,r/r,r nv�r� �1� nor�v7r»rim=:r(T��TX(l�zrlTlncrcrfdnrr�X��ndSrc 1/qn/,)nlR PRIME DOOR - NON-IMPACT GENERAL NOTES: (SHOWN W/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �"!J EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 37 1/4" 3.CONFIGURATIONS:OUTSWING,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-1300-04e01/09. 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 ¢z A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z w w p 0 W 0 w IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z O z w—z F DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o H w�z O w _ ANCHOR CALCULATIONS. z z x 2¢Ir w 0 0 0 OHOUQxFw 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE 0 Z ? z F 2j Zj IL HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. z 0 C7 ]0— —zoozOOLLZ 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT } a— USED AT ALL FRAME JOINTS. ¢ of ir w v F-z ai 371/2" I w OOXai=Owinw Z fAW OJtnI- T__12 x 0 CD B BB HINGE(TYP.) C w F-0 W w`� g a D x n HEIGHT L I %�;P� 1pRE �T 60" I Lucas 4'.0' .�(GENSFG'5��. UNIT 51/2„ Turner J: No 58201 ••�?3 HEIGHT 2017-09-15 " 15:13+20:00 " ° ' l" ; STATE OF 0 :� DOOR CORE I z� 9/15/2017 LUCAS A.TURNER,P.E. FL PE#5B201 1239 JABARA AVE. NORTH PORT,FL 3428E PH.941-380-1574 A A SHEET DESCRIPTION: 6 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS........1 ADE 09/08/OB CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 0: REV.: ANCHOR SCHEDOULE&NOTES.............5 37-1/4"x 81 40 PSF NONE SCALE: 6 F INSTALLATION DETAILS........................6 LE�E SHEET 1:15 1 OF 6 CND T¢' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 27 3/4" MAX UNIT WIDTH 23 1/2" 1000 ALUM. GLASS DLO GUARDIAN DOOR NON-IMPACT / a z �: <zo ci t ❑w0 QW0 Z W J� k W W ZOZ 2'—zf- O w�'Z -3S�2 Z Z=2Q� O 0E-OV¢=0of 26 1/2" U 0 Ln F-Z a l-to 0- GLASS z p o D n F V U3 DLO - ' o1z§Qoiz)O mof }zqw 57" OorOrL-z [ ww AX 0, coa 0 UNIT w 0 D_=�> - HEIGHT // a� d it a .�tttuntt� GQS-��G E N SF G'Qti - No 58201 •• GLASS DLO - .v_ 9 t STATE OF .1W L I Hill 0 •��o+DNA�tEo`�. 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 K: REV.: CWS-176 F SCALE: SHEET 1:10 2 OF 6 e WINDOW SYSTEMS 15 12 1900 SW 44TH AVE. OCALA,FLORIDA 34474 13 INTERIOR 8 W WW.CWS.CC er 1000 ALUM. 3435 O❑Q I [n❑O GUARDIAN DOOR o a 37 NON-IMPACT 3 14 a z ¢z� r ❑w0 Cowoo Z W J W 3 14 B W zOz_ -Z� 9 10 3 o r¢-W3z��2= z Z=2<0'wop 0 OHOVa=�.Cf c_ z t-W a. SECTION VIEW B-B z o 6 v�ZF-vW K Q<O WI•-F=- 2 O Q 2<�co z INTERIOR Of z W o W a O W F-Ex a—of d I=- d of ,��6% iRORE���rr �t No 56201 •�•�� :9� STATE OF ;�W� ONA„�p���� i� 9/15/2017 1g 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) X.THRESHOLD DESCRIPTION MAX POS.DP ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) DRAWN BY: DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ACE 09/08/08 1186 STANDARD THRESHOLD +40 DWG#: REV.: 1193 SADDLE THRESHOLD NONE CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 SHEET 30F6 PARTS LIST ITEM PART#DESCRIPTION VENDOR MATERIAL 25/a 36 � 1 8-1377 HEAD,Z BAR,OUTS WING KEYMARK ALUM 3 S-1374 JAMB,ZBAR,DUTSWING KEYMARK ALUM WINDOW SYSTEMS 5 S-1186 THRESHOLD KEYMARK ALUM S-1193 SADDLE THRESHOLD KEYMARK ALUM 9OCALA,1900 SW 44TH AVE. 6 FLORIDA 34474 W W W.CWS.CC 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H.1081 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 1/8" 8 OUTER FRAME GUARDIAN DOOR 11 P-3376 POP RIVET HUB SS 1000 ALUM. ASSEMBLY NON-IMPACT 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 6 t/16" 41/4" 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB z ¢z 15 P-3310 WSTP,.35D x.187 BULB VINYL ULTRAFAB F: o0 Q w o p 16 P-3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS _ 17 P3087 GASKET,DOOR KNOB PRATT'IND. FOAM L - 1/16" Qw o z 18 P-3204 GASKET,DEADSOLT HO PRODUCTS FOAM U- H w 2 2 Ox w o o z Z=�4D:wOC7 DOOR CORE-H.1001 H-1001 O 19 P-3584 FOAM CORE ELITE D U U H z O.r-to 0- 23 P3214 BUGSWEEP O z-OzzFZ)vo 24 P-3539 8x 3/4,QUAD PAN TEK FASTED STEEL PANEL FRAME z O C7 v u-z H O- 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM CORNER KEY-S-1002 ¢ z ASSEMBLY > d�ow_oo0 26 P-3350 FOAM BLOCK,FILLER METALS USA F O o 7H~- z 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS w w 0 +n a w CD w 29 P3370 CYLINDER,DEAD BOLT YALE SS ?w a (XO w to 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS p w r O o w +n 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC a H n a 2 3/8" 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM -2 3/8" 2518 � 1111tSut}xj, 34 P-3367 DOOR STRIKE YALE SS _r -� ,11`PtyDRE4V 'j, 35 P-3368 DEADBOLT STRIKE YALE SS 314" 1/16 314" .����r'�CENy+•••GQ��i 1/16" 1/16" 36 P-3612 B x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL 113/16" 1 111 1 3/16" JG'•. F .2� No x$203 37 P-3776 BACKER PLATE ALCOA ALUM 1� rJ-tl; LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 i9: STATE OF •<Q' 2,4,20-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 f0 . Itrti :'�C'•.tOR10A NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 2 t5ti6" san of �`G,` 3 7116" 3 318" 1 1/2 7/8" 7 13/l 6 6 1/16" .�— 9!15/2017 1116" LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1 186 BUMPER THRESHOLD S-1 126 SADDLE THRESHOLD S-1193 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS 1126 ITHRESHOLD DESCRIPTION MAX.POS.DP MPER THRESHOLD NONE DRAWN BY: DATE: 1186 STANDARD THRESHOLD +40 ADE 09/08/08 1193 SADDLE THRESHOLD NONE DWG 0: REV.: CWS-176 F NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. NOTE:WHERE INSTALLATION O TE 126 IN ILR RAT1193 THRESHOLDSRESISTANCE O IS Y ALLOWED scALE: SHEET NO WATER iNFiLTRATiON NEEDED. 1:2 40F6 12 3/4"MAX O.C.(TYP.) 6" MAX.(TYP.) SEE NOTE 2 WINDOW SYSTEMS 6" MAX.(TYP.) 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. ¢ z a z (TYP') f= 0w0 aWoo INSTALL TWO#8 ANCHORS THRU w z o z rc_z r-- STRIKE PLATE AND DEADBOLT STRIKE o F w§z O ft 3:_ PLATE INTO SUBSTRATE(TYP.) z z g a ir w oO O INSTALL ONE#8 ANCHOR THRU o0 ov cn of ti a�F-a EACH HINGE INTO SUBSTRATE(TYP.) z zz—?z z F>N U)a <ZVZOLLVWF- Z�OFO ; �FU Z'dQ WWO O W` a�OWA F z O1nl- o_ ,���i�llllll+ , ANCHOR LAYOUT .GQ9Nc9NSFGpyy. No 58201 •�9� ir OF :.40 NOTES: +n , to 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 z�• SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/15/2017 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/QB/08 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#. 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: ALE: 6 F FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) scA�E: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE � • WINDOW SYSTEMS MIN.EMBEDMENT SEE TABLE 1 MIN.EDGE DIST. OCA A.FLORIDAAVE. SEE TABLE 1 OCALA, LORI 34474 SUBSTRATE BY OTHERS WW 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 NON-IMPACT SEE TABLE 1 SEALANT BEHIND �_ FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT ¢ ? <w 30 0 HINGE/STRIKE PLATE SCREW SEE TABLE 1 -- ❑w ❑ SEE TABLE I w zoz �FzHw o �-w�z��7Ex z zx2¢w O Oh-OZ¢woo INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS U 0 rn H- a F rn n.n. SEE TABLE 1 SEE TABLE 1 ❑ z-C-z ❑U) Z O O V6 U- SEALANT BEHIND PERIMETER SEALANT Q F LL m z o LL Z FLANGE BY INSTALLER BY INSTALLER <aa O H f 1:o- INSTALLATION ANCHOR �B1 HORIZONTAL SECTION z U)w u)O_j co F SEE TABLE 1 SEAL OR SET IN 6 TYPICAL JAMB ANCHORAGE a0 w F Oz g co CONCRETE OR MASONRY a a ul�ww. PERIMETER SEALANT ° _T Is trip BY INSTALLER ° Q ° ° MIN EMBEDMENT J�,QSo'CENS.TG�'�y SUBSTRATE BY OTHERS ° a SEE TABLE 1 •.1% SEE TABLE I 1 ti No 58201 t� MIN.EDGE DIST. SEE TABLE I ........ 6 TYPICAL SILL ANCHORAGE ,�''Sis1dNA;E�:�`��, Xz 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.) 3116"ffW TAPCON 1" 1-1/8" 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 1-3/8" 1/2" ADE 09/08/08 0.045"ALUM.(6063-T5 MIN.)OR 910 GRADE 5 SELF TAPPING/ FULL THREAD 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" 1/2 DWG#: REV.: HINGE AND STRIKE PLATE ANCHORS NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F 2X MIN.SOUTHERN PINE E ANCHORS #8 WOOD SCREW 1-3/8" 7/B" ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET 1:2 6OF6 P inriaa tsuncting,Locie unnne Page 1 of 3 ff o e o• 1 1 e tl 1 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 b a r i aam Product Approval t USER:Public User i'� Ri'v�Fsr9�jFIISn Product Anoroval Menu>Product or Application Search>Application List>Application Detail f 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 (=( 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 jrosowski@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 RJ 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=wGEVXQwtDgsbCUITKel2ODtittTa... 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.odf 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.Ddf 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 0917.12df 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 Ddf 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.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-200 HD Evaluation 0917 odf 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 Ddf 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.Ddf 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 Eva[0917.Ddf 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 Ddf 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 Ddf 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 IL 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,r)df Created by Independent Third Party: No https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODuttTa... 1/9/2018 ANCHOR LOCATIONS jS�PACING GENERAL NOTES: 1)THE ANCHORAGE METHODS SHOWN 14AVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2)WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-11T THICK.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 52-1/8*MAX.BUCK 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 62-118*MAX.BUCK 6-MAX 6"MAX SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). -7 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9"MAX. THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. T Z ( 77* 1 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS I MAX. APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE i I BUCK 1 PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE I 6"MAX PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 77- I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17*MAX. I MAX. OR FIN.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE I I BUCK OF INSTALLATION SHALL BE DONE BY OTHERS. 78" 71)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 j MAX.TIP-TO- KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300, 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. I — ————— 9)PRODUCT MAY BE INSTALLED INTO STEEL OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME i FIN FRAME 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 40OW4001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAVY-DUTY MEETING RAIL TABLE 2.FLANGE WINDOWS TABLE 3:FIN WINDOWS TABLE 1:FIN&FLANGE WINDOWS SI Min.Edge Min. Anchor pe Substrate Mirt,Edge Min. Buck Size Design Pressure Certification Anchor Type Substrate Dist. Embedment Ty Dist Embedment Sash Style .131'x 2-712-- 318- 1-7116' Width Height w nsf psf Numbers Wood(Southern Pine) liz, 11vr Nall Wood(Southem Pine 65 190-1003 912 Steel SMS Steel Stud Gr 33 31W .1345(18 GA) #12 Panhoad Wood(Southern Pine) 9/18* "Ar AlurninumtQ63-T5 30 52-1/9' 77" Equal utTe5s SMS Steel.A38 30" ifir #I0Trunshe2d Wood(Southern Pine) 7116' 1-31W Screw 114"Masonry Concrete 1. Anchor Hollow CMU 2-112" 11-1w NOTE FOR ALL METAL SUBSTRATES.SCREWEMEOMENT SHALL.BE MIN.3 TWE&M BEYOND WIDE FACE OF MATERAL, It 11 nwlOmneror WzCNa=WxCR COAAM J.ROSOWSKI 01/18f13 ALUMINUM W0=9uFrun0AV. Or= II FO—*. le— 7 FU co, IT TECHNOLOGY DRIVE NOKOMIS.FL 34975 'A S1 = . FLCERT.OFAL(TH. 9296 SINGLE HUNG INST.,HD MEETING RAIL :2 -------------- . ...... A-Lynn Miller,P.E. s' ry P.E.#68705 SH-200 It 1 of 3 1032412JR INSTALLATION WITH FLANGE FRAME 4 S ST EXTERIOR lw SU i 1X WOOD SHI SHIM C EDGE DISTANCE i ANCHORS NO SHIM ANCHORS EMBEDMENTERIOR REQUIRED EXTERIOR i FLANGE FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) i FLANGE FRAME, FLANGE FRAME. HEAD tNSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) f (USING 1X BUCKSTRIP) 1{/n� SU TRA EXTERIOR i " t ram. EXTERIOR EXTERIOR EDGE NO NO DISTANCE ANCHORS ANCHORS I SHIM REQUIRED REQUIRED } O 111 EMBEDMENT ----•-- WOOD `,:1-. , ..r.r,. i�1it.3 FLANGE FRAME, i`' ' ......... !r�? JAMB INSTALLATION ;.•�`,., SHIM (USING 1X BUCKSTRIP) SHIM; 1X f- WOOD ` -_ /^. ',,, l :�;Jim'•..,,r,,�,RtO?•- �J_ f E {ice`. ^,..r•1 `.' I om,ar. ax ',enwr.c 1+Er7aia8i+Mt Rsaluasvza� I FLANGE FRAME, BS TE J.ROSOWSKI 01/18/13 ALUMINUM 6063-T6 ,�t' SILL INSTALLATION w.w ww.mc yNYatN (DIRECTLY TO SUBSTRATE) FLANGE FRAME. SILL INSTALLATION INSTALLATION NOTES: (USING IX BUCKSTRIP) 1)SEE SHEET 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 711i 3)FORSMOOTHSASHOPERATION,THEANCHDRS MU57BEFtATHEADS. FLCERT.OFAUTH.:29296 SINGLE HUNG INS;.,HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1W. A.Lynn Miller,P.E s""` a»e a+u.c ein6'P�''5)FLANGE MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#56705 SH-200 NTS 2 of 3 1032412JR i INSTALLATION WITH FIN FRAME i i EDGE �B�S /TEYI DISTANCE _Z EXTERIOR {I f SHIM I EDGE DISTANCE 4 EXTERIOR 7F— H= i� i FIN FRAME, .' HEAD INSTALLATION SHIM i FIN FRAME, JAMB INSTALLATION SUBSTRATE I SHIM II„ra7r.5 I i to BST TE EXTERIOR I FIN FRAME, w+.er. ouac � nexadnntmavauv�arnum SILL INSTALLATION J.ROSOWSKI 01/18N3 ALUMINUM 6063-T6 #=anmvEoavwmwcchFj39 r ' �ormnssxom�s�mvnavrut i D0al IIdywuwwRFMAR8IN AYYNPf NRILNnEp W 1Bl�MATIBV INSTALLATION NOTES: a�cnuanac o i 2-T 1)SEE SHEET 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. FL CERT.OFAUTH.:2929s SINGLE HUNG INST.,HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4-. s i Sw sr..r a-*qw n„< 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn M P.E. P.E#587070 5 SH-200 NTS 3 of 3 1032412JR Pl 111UH City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 1""kk Date Received: " Site: -3 6 I/7 Permit Type: Approved w/no comments: I Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet s all be kept with the permit and/or plans. MAY 1 'o 2019 Kalvin S4it r—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WIT 7�-,1c0 AND FBC 6TH EDITION rifllG `` ' ' 2X4 ALUM. GIRTS ABOVE & �` F P L A R' -1 BELOW WINDOWS �� GENSF '•.9 /i SH GLASS WINDOWS, TYP. ' �yo X0667 eo CD PROFS SI AL RSEAL T T o 0 O O I I ENGINEER OF RECORD David W.Smith P.E. VINYL SIDING 36X80 co co VINYL SIDING FLORIDA LICENSE NUMBER:53606 1 X Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER:38654 4. 5'-6' 5'-6` 4'-8" J. 5'-6" 14'-0" 14'-O" Mark Ronald Dunn,Jr.P.E. FLORIDA LICENSE NUMBER:73968 SIDE ELEVATION SIDE ELEVATION 1/4"=1 -0" 1/4"=1'-0" Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services,Inc. 3"X.024", 1 LB. DENSITY EPS FOAM PANEL 2X4 ALUM. GIRTS ABOVE 6272 Abbott Station Drive Unit 101 & BELOW WINDOWS Zephyrhills,ft.33542 ROOF,COMPOSITEL OR E Phone:(813)788-5314 Fax:1-(866)-824-7894 II Website:www.fbcplans.com 2X4 EDGE BEAM I C.O.A.-#29054 DRAWN BY: W.P._____ I A' I I I I I I I _J DATE: 4/23/19 REVISION: DATE: RO 1 N • R02 o its R03 R04 PROJECT ADDRESS: 1X2 MARK CORREIA 38117 PIERRE LN. VINYL SIDING 5'-0• ZEPHYRHILLS, FL 33542 40'-0" TYP- CONTRACTOR: REAR ELEVATION 2X4X.050" ALUM. PATIO SUN STATE BUILDERS, LLC. 1/4"=1'-0" POSTS, TYP. PLAN/ELEVS 1 #12 X 4"SM I HEREBY CERTIFY THAT I HAVE REVIEWED HOST ALUM.FLASHIN INSTALLED UNDER 1-1/4"NEOPRENE 3"X 48"COMPOSITE THIS PLAN AN O VI T TO BE IN EXISTING STRUCTURE DRIP G EDGE OR FIRST ROW OF SHINGLES WASHER @ 8"O.C.PER #12 X 4"SMS ROOF PANEL COMPLIAA�(1 -j(]�f FBC 6TH PANEL 1-1/4"NEOPRENE EDIT_ "! AE TI & XIf�dFTu BREAK FORM HEADER OR WASHER @ 8"O.p NEL �`- ` P O�'�� RECEMNGCHANNEL •••••••••••� #8 SMS@ - - ___-__-_ �� �'• \GENS`t- ••� 'I - - LA ' • So.7p667 1 0 ® ZX4 EDGE BEAM EDGE BEAM IS THE * i I i ® SAME SIZE AS UPRIGHT • TATE F 2"X4"X.125"X H 2X4 ALUM.EDGE BEAM PER PLAN FASTEN I-1 2"WIDE X 4" 1"X2"OPENBAIXATTACHED 'O EPT3 4"EAE W/(3) TO POST W/(2)#10 X 1-1/2"SMS • F #10 SMS @ B.O.C 4"LONG X.125 THICKNESS AND TO EDGE BEAM •. C O 96 ��� SOX 3/4"EA.LEG BOTH SIDES / 0 FOR COMPOSITE PANEL STRAP CONNECTING EDGE w/#loxl-1/2"sntsu"o.c •••••4.1+•. •• iii (4)#lOX 3"INTO w/}"0X234 LAG SCREWS @ 24"D.C.. ROWS TOPFASTEN RECEIVING CHANNEL TO FASCIA W/(AND BOTTOM AT EACH I' II III SCREW BOSS ��I, N ,, STAGGERED.STRIP SEALANT BETWN.FASCIA&REC. CONNECTION POINT R'S CHANNEL BOTH SIDES ��� 2XALUM.PATIO UPRIGHT 2X4 ALUM.UPRIGHT II II PROF Sl A E INEE EAL i1 1/4"0 x 1-1/2"EMBEDMENT MASONRY ANCHOR II II 6"FROM TOP&BOTTOM&@ 24"O.c ENGINEER OF RECORD ROOF PANEL TO FASCIA CONNECTION DETAILS OPTIONAL David W.Smith P.E. COMPOSITE PANEL ROOF,POST,AND EDGE/END BEAM ROOF PANEL TO EDGE BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER:53608 CONNECTION DETAIL Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER:38654 NOTE:WHERE 1X2 OPEN BACK OR 2X2 GIRTS ARE CALLED OUT, Mark Ronald Dunn,Jr.P.E. UPRIGHT 1X3 OPEN BACK OR 2X3X.050 GIRTS MAY BE SUBSTITUTED IF DESIRED. MINIMUM GIRT SIZE IS 2X2X.044 2X4 ALUM.ABOVE FLORIDA LICENSE NUMBER:73966 SECONDARY ANGLE MIN EDGE BEAM PER PLAN WINDOWS&DOOR (2)#12 X 3/4"SMS4RI.. 0125"THICK(NOT OPTION#2 Joel Falardeau P.E. QUIRED FOR 2X3 FASTENING SECONDARYEMBER) 0.060"ALUMINUM INTERNAL I I I I EDGE BEAM PER PLAN "FLORIDA LICENSE NUMBER:70667 ANGLE TO COLUMN(TY OR EXTERNAL RECEIVING EACH SIDE) CHANNEL W/(4)#10X3/4". Erik Stuart P.E. 1/4"0 PRIMARY 2"X 2" OPTION#1 • INTO INTO BEAM OR 4 ALUM.KICKPLATE 4" Concrete Screw X 0.125"ANGLE UPRIGHT.(2)#1OX 3/4"EA. OR SIDING POST PER PLAN FLORIDA LICENSE NUMBER 77605 Column Anchor (B)-1/4"0 CONCRETE SCREW )#12 X 3/ SMS FASTENING INTO sGREw BOSSES(4)#10 x 134"SMS LEG INTO GIRT OR PURLIN- ANCHOR INTO SECONDARY Size B M(n, Pa OLUMN TO PRIMARY ANGLE ANGLE(TYP EACH SIDE)(SEE TYP EACH SIDE) ____ ___ 2X4 ALUWINDOWSTABLE) X 2"BASE MEMBER == _ _ DOOR TatP� GLASS (TYP EACH SIDE) 2X NEXT TO DOOR FBC Plans&Engineering ANCHOR SPA GIRT Services,Inc. 1 3 8"0 CONCRETE SCREW 2X2x0X ANGLE w/ (MIN)(TYP)(SEE TABLE) ( ) / OPTION#3 (2)#10 X 3/4"SMS,EA FLANG ANCHOR INTO PRIMARY 0.060"ANGLE CLIPS w/(2) 6272 Abbott Station Drive Unit 101 #10x3/4"SMS EA LEG) 2X4 ALUM. Ze h rhills,11.33542 ANGLE AND @ 1/4"0 CONCRETE I I P Y 2X ALUM.POSTS 4'16"O.G 3"(MIN) SCREW ANCHOR @ I I I I µ Phone:(813)788-5314 24"O.C.BETWEEN COLUMNS 1/4"STRUCr1RAL GRADE ThERMO-PLY II (TYP EACH SIDE) SHEATHING,FASTENED TO ALUMINUM FRAMING I II µ- t Fax.l-(866)-8247894 NOTES: W/#10 x 3/4"TEK SCREW @ B"O.C.COVER 2x2x062-ANGLE w/ z.:• email:erb@li)cpplans.com 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR WITH VINYL SIDING PER MFGR'S SPECS I I (2)#10 X 3/4"SMS I I I t Website:www.tbcplans.com INTO THE 1X2. I C.O.A.-#29054 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT 1X OPEN BACK BASE RAIL DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED ALUM.POST,SEE POST TO SLAB CONN.DETAIL DRAWN BY: W.P. EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: 4/23/19 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. . DATE: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. ` ,:� R 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. :r REVISION: DATE: FASTEN 1X OPEN BACK TO CONCRETE 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM POST OR SMB CONCRETE BASE CONNECTION WITH 1/4"0 CONCRETE SCREW ANCHORS @24"O.C. END OF THE UPRIGHT. RO 1 BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. AND 3"EDGE DISTANCE MIN. RO 2 RO 3 2X ALUM.UPRIGHT FASTEN BEAM TO REC. RO 4 SEE CONN.DETAIL CHANNEL W/#10X" ST FAEN 1X TO ALUM.UPRIGHT W/#10X1}" } TEKS,1 SCREW PER SMS WITHIN 3"FROM ENDS&@ 12"O.C PROJECT ADDRESS: - INCH OF BEAM HEIGHT 2XH SMB MARK CORREIA 1"X OPEN BACK 0 o — • 38117 PIERRE LN. FASTEN REC.CHANNEL ZEPHYRHILLS, FL 33542 0 0 • TO POST W/#10X ' TEKS,1 SCREW PER '•:' ! • !: :.•• .•.' INCH OF BEAM HEIGHT ALUM.POST PER PLAN • ' 'i`'. • ALUM POST PER PLAN CONTRACTOR: • %'; .•' . SUN STATE BUILDERS, LLC. 1X2 MIN.OPEN BACK BASE RAIL 4"CONCRETE SLAB&FOOTER PER SECTION'A'OF GENERAL NOTES --- 4''•. ` 1#5 REBAR,CONT.(2)#O0NAL_I1/2"MS M IN ONNECTION: THRU SCREW BOSS OF ALUM.DETAILS j. 8" L OPTIONAL BEAM TO POST 1"X OPEN BACK SUN ROOM CONCRETE FOOTING CONNECTION W/REC.CHANNEL OPEN BACK TO ALUMINUM POST DETAIL I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EDfI� 10 D FBC 6TH f1 EDITy G '4... ��CENSF . i � i *\ STATE OF i�'P ••• �c OR`L O��`` PROF SIO A E INEER SEAL ENGINEER OF RECORD David W.Smith P.E. FLORIDA LICENSE NUMBER 53608 J , EX. HOME o I Thomas L.Hanson P.E. IJ Ij I 25'X40' I Q(�/ FLORIDA LICENSE NUMBER:38654 m Mark Ronald Dunn,Jr.P.E. FLORIDA LICENSE NUMBER:73968 KITCHEN BATH BEDROOM I Joe1 Falardeau P.E. I LORIDA LICENSE NUMBER:70667 I I Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 I I I 1 1 1 1 1 1 1 1 1 1 i 1 1L - ------ ------------------------- -------------------- -' Services,Inc. I 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 { I #45 DOWEL 0 48" O.C. MAX. 6" I Phone:(813)788-5314 EMBEDMENT INTO NEW SLAB & 4" MIN. Fax:1-(866)-824-7894 INTO EXISTING SLAB I Website:www.tbcplans.com C.O.A.-#29054 DRAWN BY: W.P. • 0 I CATEGORY III SUN ROOM .I x DATE: 4/23/19 to CONCRETE SLAB r]I I I REVISION: DATE: I RO 1 RO 2 R0 3 tI I I R04 PROJECT ADDRESS: L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J MARK CORREIA It II II II II II I 38117 PIERRE LN. 5'-0v 5'-0' 2X4 EDGE BEAM 5'-0' # ZEPHYRHILLS. FL 33542 40'-0• CONTRACTOR: FLOOR PLAN SUN STATE BUILDERS, LLC. 8"WX8"D 1/4"=1'-O" MONOLITHIC FOOTING PLAN/ELEVS HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLAN AND FOUND IT TOBE IN A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIA0 AN 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 D FBC 6TH 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDIT�p`�j, 1 ___•••"' D L A R Q PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 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 ♦ •• ••. F �� THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE � DENSE •••'9 MINIMUM,3 1/2"NOMINAL THICKNESS. 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR \ • INSERTED IN PILOT HOLES BY TURNING AND UNDER NO �/: • j 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING CIRCUMSTANCES BY DRIVING WITH A HAMMER. EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY O � •G APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USEDOUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE • 10667 7.ALL EXPANSION ANCHORS SHALL • i • BE DESIGNED IN • • IN LIEU OF WELDED WIRE MESH STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. O' • 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR • • * : .� TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY : • Z WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD F • REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO 3280.105 �.* •. STATE STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE I • L OVkV ' ♦� ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. •• : 0 SOIL FOR WOOD DESTROYING ORGANISMS. B.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR �, T�••..• . •'�� 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE 18 8,UNLESS MANUFACTURER ARE GALVANIZED EDSPECIFIES LESS STEEL TYPE 300 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BOLTS 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR NON-HABITABLE CATEGORY III SUN ROOM ON NEW CONCRETE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROF SI A GI EE SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: G185. 1. RISK CATEGORY: II ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH David W.Smith P.E. 3/4". UNLESS NOTED OTHER WISE. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH FLORIDA LICENSE NUMBER:53608 AIR ENTRAINING+/-1%-ASTM C 260. 3. WIND EXPOSURE: B WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 4. NOMINAL(Vasd)WIND LOADS: ENCLOSED Thomas L. Hanson P.E. CLEAN POTABLE WATER ASTM E 119 INTERNAL PRESSURE COEFFICIENT: +/-0.18 FLORIDA LICENSE NUMBER:38654 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 COMPONENT&CLADDING PRESSURES: Mark Ronald Dunn,Jr.P.E. 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, ASTM C94 ROOF:ZONE 1:8.9/-21.8 WALLS:ZONE 4:21.8/-23.6 FLORIDA LICENSE NUMBER:73968 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C150 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 RECOMMENDATIONS. ASTM C33 ZONE 3: 8.9/-55.0 Joel Falardeau P.E. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 SOLID ROOF(MWFRS): 20 PSF ORIDA LICENSE NUMBER:70667 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 5. SOLID ROOF TYPE: SPALLING OR OTHER DETERIORATION. ASTM A185 3"X.024",1 LB.DENSITY EPS FOAM COMPOSITE PANEL ROOF, Erik Stuart P.E. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) FL 7561 OR EQ. FLORIDA LICENSE NUMBER:77605 B.MASONRY: 6TH EDITION DEFLECTION: L/120 I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL MAXIMUM ALLOWABLE SPAN: 13.44' HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: SITE SPECIFIC DESIGN SPAN: 12.00' TYPE M OR S MORTAR. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 6. FOUNDATION: 2.ALL MORTAR SHALL BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT NEW CONCRETE SLAB&FOOTING PER SECTION'A'OF GENERAL NOTES AND 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. SITE SPECIFIC DETAIL FBC Plans&Engineering MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP--TYPICAL g g 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING z.SIM-SIMILAR Services,Inc. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 HEIGHT. 4.CONT-CONTINUOUS Zephyrhills,fl.33542 5.VIF--VERIFY IN FIELD C.ALUMINUM: Phone:(813)788-5314 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: ALUMINUM STRUCTURAL MEMBERS Fax:1-(866)-824-7894 MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED WebMINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING HOLLOW SECTIONS email: e:www.thcplans.com eom 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC, email:erb@fbcplans.com 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 2:---------------------------------------2"x 2"x 0.044" 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 3 x 2:---------------------------------------3"x 2"x 0.050" DRAWN BY: W.P. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 3:--------------------------------------2"x 3"x 0.050" DATE: 4/23/19 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. ALL W 2x3: - 2"x3"x0.070" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE WORK SHALL C 2 x 4:---------------------------------------2"x 4"x 0.050" tTHSLE OMPLY FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE FLORIDAREVAILING REVISION: DATE: PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. 2 x 5:---------------------------------------2"x 5"x 0.050" ORIDA BUIL�DMING�,,COW RO 1 INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED `+�/ 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND OPEN BACK SECTIONS Y OF C 20 ALUMINUM). MANUFACTURER. RH,J, ,S RO 2 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 1 x 2: - - 1"x 2"x 0.040" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 1 x 3:----------------------------------------1"x 3"x 0.045" RO 3 SEPARATION. ENGINEERING PRACTICES. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS SNAP SECTIONS RO 4 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2x2 2 Snap:---------------------------------2"x 2"x 0.045" y/ p M y PROJECT ADDRESS: USING#12 SPACING MAY BE 24"ON CENTER. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON At� � •',�7I 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 3 Snap:---------------------------------2"x 3"x 0.050" CITY .Q 90� SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Snap:---------------------------------2"x 4"x 0.045" Y OF ZEP C 9 MARK CORREIA "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A BEAM IS PRESENT,E HOST BEAM. 38117 PIERRE LN. IF NO HOST IS A SEPARATE 4TH WALL SUPPORT SYSTEM NS i lbti ZEPHYRHILLS, FL 33542 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED SELF SELF MATING(SMB� ' A41NM� VISIBLE WHEN PANEL IS INSTALLED. ON THE MANUFACTURED HOME. D.FASTENERS: 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 1. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR: 30018-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17 IN ITS ENTIRETY. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" SUN STATE BUILDERS, LLC. WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" lit 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD FLAT WASHERS AND NUTS. CONTRACTOR. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. HOT DIPPED GALVANIZED. NOTES