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19-22115
CITY OF ZEPHYRHILLS 5335-8TH STREET _r (813)780-0020 22115 ' BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22115 Address: 3808 LAUREL VALLEY BLVD LOT 50 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: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 4,596.00 OWNER INFORMATION Date Issued: 12/03/2019 Name: NHC-FL115 LLC - BRABAUT Total Fees: 97.50 Address: 6991 E CAMELBACK RD STE B-310 Amount Paid: 97.50 SCOTTSDALE, AZ. 852512 Date Paid: 12/03/2019 Phone: Work Desc: CONVERT EXISTING SCRN RM INTO SUNROOM 264 SQ FT CONTRACTORS APPLICATION FEES SUN STATE ALUMINUM INC BUILDING FEE 97.50 � v Ins ections Required FOOTER 2ND ROUGH PLUMB MISC 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. CONTR TOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��lP�� Y-}1(.l�r►'l� CL�'I'1 Date Received: Site: Permit Type: Yl irb 'li ✓ �J'�`�' Wit Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept-With the permit and/or plans. Kalvin tier—Plans Exami*V 2 b Da C ntractor and/or Homeowner (Required when comments are present) �f INSTR#2019202275 OR BK10013PG 885 Page I 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 C. &12 7A Ah 61 illiis zef 1'� Permit No. Parcel 10 No r. NOTICE OF COMMENCEMENT state of County of 6 THE UNDERSIGNED hTby with Chapter 713.Florida St e. the followingP=fmUw Iflat Improvement will be made to certain real property.and In accordance aM s in this Notice of Commencement 1. . Description of PrOPW.Parcel Identificallon No. Q.2 OWD__64 LID 040"?41*11 street address:. "Z z/a 11-Al Zino/ �' :i� -T 0 2: Geneml:pesrx(p8onoflmprovomeni Infametion if the Low contracted for the Improvement: -A L�2— LZ e Address 7 m city Stale Interest In propert)r L Name of Fee Shroo Titleholder. Of different from Owner fisted above) Address City state 4. contmctorlz�,(J .".4a Address CRY d' state Contractors Telephone No.: 5. surely. Name Address c4ty State Amount of Bond:$ 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 state TelephoneNdmber of Designated Person: 8. In addition to hbrmtf,the—designates of— to receive a copy of the LienoeS Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person orEntty Designated by Owner 9. Expiration date of.Nalke of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor.but WO be one year*orn the date of recording unless a tifflarent date ii 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 RECORDED AND POSTED ON THE JOB SITE BEFOREf.M FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Coj M NCtNr WITH YOUR LENDER OR AN ATTORNEY BEFORE WORK R RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of-pe4ury.I declare that I have,read the foregoi I commencement and that the facts stated therein are true to the best commencement of my knovAedge:snd beffid. STATE OF FLORIDA COUNTY PASCO S nature er or Le see,or OwKeW`ot`Lesseo*s A�nzed .1 60;0fficevD;=Parbw/Menager Signato,Ws TitiplOffte The foregoing insItument vms admawledged before me lids dwcrfA/01/ 20"* —as (type..of authority,e.g.,officer,trustee,attorney In fact)for (name w-narty an of whom In a s a Personally Known 13 211 Prod Notary Sign Type of Identification Pro (print) li�klxkcolno FWD" Noq.Pdk-Stitt d RWO Commk"0 FF"091 jot s bow" OF a t ORtpA,GO THE OF Pt�SCO THIS IS TO CERTIFY THAT THE FOREGOING DOCUMENT TRUE AND CC�F RECT CORY 0� g' •• ON FILE OR OF QUBLIG RECORD IN THIS FFICE �~ �`JY� HANDAND OFFIGIALSEALTHIS. In God we 7ruct a 2 a, lNl rNESS OF i7 d S(1/L, OLLLir—K CLERK&CO TR UTY DEP CLERK rr't . $' ��'���F��� BY 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received t Phone �J < u Contact for Permitting Owner's Name �. .-L�/ �-1,L /Y1,0WAOwner Phone Number // wfl�•I�tTNe�)3y Owner's Address 7 !l ��dOU Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS JCLG[/�G�/'q �� e+. IS1 3�JY � LOT# SUBDIVISION r�C CGK s PARCEL ID#a7 07�-0/ -FWD -DOtdv—odgo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL Q ,} DESCRIPTION OF WORK u ld� ham` 'e LS>l" [ Uli�J�q� S i �QJ� BUILDING SIZE / SQ FOOTAGEP HEIGHT 9�PIYITI�Y��C�P"TP4�1"9�1®P'Y5��1'Y'TIi�P'1�1"rT'rTl'9'�'�r�4�1'T'i�FF'PrRTITI'Trl��l�f Ti9�PT�r'�1"1"T' BUILDING j_ /, VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ (! (✓ AMP SERVICE PROGRESS ENERGY = W.R.E.C. =PLUMBING $ * =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION V =GAS = ROOFING Q SPECIALTY = OTHER v FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO n BUILDER /f S COMPANY 1�3G��[3'f TT L(IM I`JU L(/� SIGNATURE t-- f^� REGISTERED Y/ N FEE CURREN t Y/N Address J /L / G L lS j vZ License# 66&001 1 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATUR)= REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address I License# OTHER COMPANY SIGNATURE F REGISTERED I Y/ N FEE CURREN Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIII'IIIIIIIIIII1111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for 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. 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 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 fora 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, Wetiand 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.11. ) . OWNER OR AGENT Subscribed and sworn to(or affirmedy before me this Subscribed and sworn to(or affirmed)before me this by by Who is/are personally known to me or has/have produced Who is/are 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 Page No. of Pages �4ntrart SUN STATE ALUMINUM, INC. 6154 Fort King Rd. ZEPHYRHILLS, FL 33542 (813) 788-7308 t SUBMITTED TO ex PHONE DATE $ STREET'` JOB NAME_ ��'��� i.�t'_•i �.. �'�'1. }, i'?�taC.�M1 1 &.''u.?,�A�P'x�?;.S;��i��d�:w:: CITY,STATE and ZIP CODE - ` "` 'J61 LOCATION cA ARCHITECT l� :�� DATE OF PLANS ° _' JOB PHONE We hereby submit specifications and astimates,for: 4 1 4 ti h .x F. b � L„t?u .3., �J.1 may.. ............. .........._............................................................................................. .......................................................................................... ...................................................._..................... ...�A...�.�`._.... "'� ....... .............:.:....a{..._...._........,. .......t.N.........._... ..................................._...................... ................................................................................................................................................................................ fj ......................................................................................................................................................_............................................................ .^..-.x .................................`............................................................._................................................................."................................... • �- _. ........................................................................................................... w, . l ti� f �. . ,,._ _ -tg.. .........................................................................................................................................................................................................................................................................................................................................................................................:.....:....._............. ....... ............................................................................................................................................._......._............................................_................................................................................................................................................................................................................................. ........ _....................................................................................................................................................................................................................................................................................._.................................................................................................................................................. ..........................................................................................................._........................................................................................................................................................................................................................................................................................................... ...........................-.........................................................................................._: ...a................... ,--loreai-fru t hereby to furnish-material and labor rcomplete in acco dance with above specifications, for the sum of: \_ lars($� Payment to be made as follows: 4 - 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 alteration or deviation from above SpeCificatiOnsyr�SltnatUexJ Wb involving extra costs will be executed only upon written orders,and will become an extra g charge over and above the estimate. All agreements contingent upon strikes, acddents or delays beyond our control.Owner to carry fire,tomado and other necessary insuraiics� ^-`:" - Not@:,This proposal may be L } Our workers are fully covered by Workman's Compensation Insurance. with by us if Doty ccep1ted wlthi f .✓ days. Rcreptante of (foutrart—The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature -`� -• -` f � _�- fY �� to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature ' i I I I i I i I I --- - --- - --- --'-- ---- - - - ' '1 J -!-- - --' - I I I I i i i I , i J , Florida Building Code Online Page 1 of 2 a, - PLC -ll 16E tYd� k` BCIS Home I Log In User Registration j Hot Topics I Submit Surcharge I Stats&Facts I Publications FBC Staff BCIS Site Map I Links ,Search db ar `;y °' IProduct Approval USER:Public User 7.�F4.4�1I+Jug 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 l� 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 EvalReDort176F.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By •11• 1 1 1.1 n n-111— — — ATTt 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.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 EvalReDOr1:176F.Odf 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 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 mall 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 click here. Product Approval Accepts: Credit Card Safe I7++r -//fl,, A.1--IA- . ,,n/r,/r, ,,,r a+I XTVnI +n <n,-rn,,nAYI•,1 OA 1 /Qni0n1 Q PRIME DOOR - NON-IMPACT GENERAL NOTES' (�/%/� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �""2bm (SHOWN w/ALUM.SINGLE HUNG) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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. Q z Q z A 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED z M�o ¢CD w o M _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w z o z z F DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O S p Z p D:3 m ANCHOR CALCULATIONS. z z=2 C of W 0=p O OI'_06<=FOf 7 5/8" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE U p Co~z D-I-0 G. HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z p C0 O-Z F-U W Q F-U. OwZ 200 7.ALL FRAMES SCREWED USED AT ALL FRAME JOINOSETHER. SMALL JOINT SEAM SEALANT Q p F- O U Ui 371/2" w o0 �pwcow o_j�nr B B 22" ii ?=a 0:0-un 6 HINGE(1YP.) o I-d W�w In OVERALL HEIGHT 80" LUCAS •••,pS,PNcErus'rGP�'4 UNIT G%v F•.y HEIGHT Turner 2017-09-15 15:13+20:00o ,FrarE of ; DOOR .,l"NAiM p•`• llis CORE 140 zz- 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 A PH.941-380-1574 6 A SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS ADE 09/OB/OS CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: BOM&EXTRUSIONS..............................4 �� CWS-176 F ANCHOR SCHEDULE&NOTES.............5 37-1/4" X 81 +/-40 PSF NONE INSTALLATION DETAILS........................6 sCAI.E: SHEET 1:15 1 OF 6 CND rE' 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 H a ow0 LjjpO o zo9 }0M3:m u_ F-W3ZF-322 z zxRarr O 0Ln zILHVO~ia 26 1/2" _ GLASS z o0�7Z1 8T DLO a FZ�gO0LL af FF-Fo- / w 0 U)0wrow 57" / ZInw O�tgF MAX a UNIT w11--0 dX�r HEIGHT1= Lu�'nw ,,�����P1jpRE►y�T���' 26" �t No 58201 9� GLASS DLO _ G9 STATE OF ,:4+t: Lil 11111 py"+pNp;Eti%.� 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 12 1900 SW 44TH AVE. 15 OCALA,FLORIDA 34474 13 R Wm.CwS.CC r INTERIOR T 1000 ALUM. GUARDIAN DOOR NON-IMPACT 37 14 < z z 12 @��g Ma ulzoz 3 14 8 0 29 10 3 IL z z (0) 16.-R oz o wo SECTION VIEW B-B z >_ <3ow '-0 z INTERIOR Ill 0 0 Of 92 LL U) owu)w zi�Lu 0_j Ln I- Q_ ofom(D 0 a- of> w w REI'y FhF] LRJ L�Lj 21 9/15/2017 16 7 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 5 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 23 SECTION VIEWS 6 (1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION IMAX.POS.DPI DRAWN BY: DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ADE 09/08/08 1186 STANDARD THRESHOLD +40 DWG X REV.: 1193 SADDLE THRESHOLD NONE CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w11 126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 PARTS LIST ITEM PART#1 DESCRIPTION VENDOR MATERIAL 2 5/8" 36 ® 1 S-1377 HEAD,Z BAR,OUTSWING KEYMARK ALUM W SYSTEMS mm 3 S-1374 JAMB,Z BAR,OUTSWING KEYMARK ALUM 2"--j WINDOW 5 S-1186 THRESHOLD KEYMARK ALUM y1900 SW 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM OCALA.FLORIDA 34474 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 1 P-3008 IHINGES IDEAL SS 1/8" 8 OUTER FRAME GUARDIAN DOOR 11 P-3376 POP RIVET HUB SS ASSEMBLY 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 61116" 41/4" NON-IMPACT 13 P-3280 LOCKS ET-3127-A-Q DELANEY SS 11 14 P-3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB F p w 0 m w O o 16 P-3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS z w�p ¢k z w 1/16" w zOz w_—� 18 P-3204 GASKET,DOEADBOLOR OTB HO PRODUCTS FOAM PRATT IND. FOAM o F-w z O-3 2_ z z=.�¢wwp0 19 P-3584 FOAM CORE ELITE DOOR CORE-H-1001 O O H O ci¢a=F 23 P-3214 BUGSWEEP p Z u~i z z F-cQ D- 24 P-3539 8 x 3/4,QUAD PAN TEK FASTEC STEEL PANEL FRAME z O O U O O CORNER KEY-S-1002 Q F-z w z 0 u O 25 P-3329 FOAM BLOCK,DOOR KNOB IMPERIAL FOAM ASSEMBLY > ¢—LLo w 0=O z 26 P-3350 FOAM BLOCK,FILLER METALS USA a w �< F- r z copw CDw 28 P-3369 CYLINDER,DOOR PLUNGER YALE SS w 00 0 > p O 29 P-3370 CYLINDER,DEAD BOLT YALE SS z 0 w O H O F- 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS a0 w�O a } 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC a 1= a or a 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 23/8" f--2 318" 2 5/8" puma 34 P-3367 DOOR STRIKE YALE SS 1116" /3 4" ,`,��5t�gORE VV !j".�i 35 P-3368 DEADBOLTSTRIKE YALE SS 3/4„ 1/16" �• Y� 1...ENg'•.4,Q 36 P-3612 8 x 1-1/4 QUAD PAN W/1/4"LEAD FASTEC STEEL _L 1/16 :JV, 37 P-3776 BACKER PLATE ALCOA ALUM 113l16" 111/16" 13/16" ��� No 58201 t� 1 3 33 S a: LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 %9 STATE OF ,•[tail 2,4,20-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB S-1374 NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. ONA� `•,,, 2 15/16" 3 318" 3 7/16" z✓� 1 1/2" r 7/8" 7 13/16" rl L �— L 9/15/2017 1/16 LUCAS A.TURNER,P.E. STANDARD THRESHOLD S-1186 BUMPER THRESHOLD S-1126 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 IMAX.POS.DP DRAWN BY: DATE: 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD +40 ADE 09/08/08 1193 SADDLE THRESHOLD NONE Dwca: REV.: CWS-176 F NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063 T6 UNLESS OTHERWISE NOTED. NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED cALE: E SHET WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1.2 4 6 12 3/4'MAX D.C.(TYP.) 6" MAX.(TYP.) SEE NOTE 2 19D0SW44THAVE., 6'MAX.(TYP.)-1 OCALA,FLORIDA 34474 www.cws.cc INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. < z 3: — z 0 (TYP.) I- 0wo wwoc W�c < uj 1 =—INSTALL TWO 48 ANCHORS THRU z w z 0 z wrzz�- STRIKE PLATE AND DEADBOLT STRIKE 0 ;z co��>.0 w 3r.ib U. I-w Z�-3::E�r PLATE INTO SUBSTRATE(TYP.) Z ZM2<wwoo INSTALL ONE#8 ANCHOR THRU 0 a- aU 0 U) I.-w EACH HINGE INTO SUBSTRATE(TYP.) 0 Z—'0�-z—Z F-=)U) Z 0 0:3 ::3 O-- 0 < —ZOZO LL F-—L'2 0 >- <3:0 w—M 0 Z_ D 25; w cl ce 0 5 w cn Lu U- z Lo w 0 a. 0 wF-0 w m1w 0, � CL 0� IL .. .......... "�..-*.'0`ElJ&'-.f1p, ANCHOR LAYOUT 4,0' No 58201 t %'33% STATE OF .ma0. 0 R%0*-" NOTES: i.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. 9115/201 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 MANUFACTURERS 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 UESCRIPTION: 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_8Y. 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#.' REV.: CWS-176 F 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: FMA/AAMA I OO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE vogov WINDOW SYSTEMS MIN.EMBEDMENT MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS INTERIOR 1/4" MAX.SHIM SEE TABLE 1 PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER MIN.EDGE DIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 INSTALLATION ANCHOR NON-IMPACT SEE TABLE 1 SEALANT BEHIND < z ¢ 0 FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT ¢ o W w HINGE/STRIKE PLATE SCREW SEE TABLE 1 z w W o ¢ z w SEE TABLE 1 ow zwz �o�zr= LL I--w�zl-3:gx Z z=2¢o:wop 0 01-OU¢=F� INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS 0 L)co�z G.I-F-W- SEE TABLE 1 SEE TABLE 1 z 0z 0 U�z j 5- SEALANT BEHIND PERIMETER SEALANT } ¢z w W 0 LLL z FLANGE BY INSTALLER BY INSTALLER �¢o H Op��v) INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE a z=a w 0 co SEE TABLE 1 SEAL OR SET IN � w wa CONCRETE OR MASONRY o_ Of F o PERIMETER SEALANT BY INSTALLER t� l — �tORr= v1����PSypRa=4V1T ry a MIN.EMBEDMENT v, P SUBSTRATE BY OTHERSc o SEE TABLE 1 JV; v F '•�� SEE TABLE 1 1 �; No 58201 :1� 40- MIN.EDGE DIST. �'s• STATE of :4 SEE TABLE 1 ": -A,L 6 VERTITYPICCAL SECTION ECL SILL IICHORAGE �`S'+'ONA� NO,, �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: SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3/16"ITW 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.(6063-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD 1/2„ DWG#. REV.: 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS #8 WOOD SCREW 1-3/8" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. SCALE: SHEET 2X MIN.SOUTHERN PINE(G=0,55) 1:2 6 OF 6 Florida Building,Code Online Page 1 of 3 84siness & Professional Regulalso" BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Oral Product Approval USER:Public User Product Approval Menu>Product or AgnikatiQn Search>Application List>Application Detail • FL# FL1435-P20 1"RiNi 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 Ext 22318 druark@pgt'industries.com Authorized Signature lens Rosowsk! jrosowski@pgtindustries.com Technical Representative lens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 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'F/-r/�or— --a-p-D— dti.aspx?parani7—wGEVXQwtDqsbCUITKel2ODl�ttTa... 1/9/2018 I 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 SummarV 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 Certification6-SH2O0pdf 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.pdf 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 190-1003CAR2.2df 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.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.ndf 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.ndf 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 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.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-5400 Evaluation 0917 pdf 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 pdf 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 FI_1435 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 IX ARE LESS THAN 1-1/2-THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE I-112"THICK OR GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 53-1/8"MAX.TIP-TO-TIP 52-118"MAX.BUCK 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO 52-1/8-MAX.BUCK 5"MAX SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). 6-MAX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO 9"MAX. THE SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING"PLIED LOADS. T 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 1 77' I MAX, APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE I BUCK PROTECTED AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE f I I PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA 6"MAX __r52 118/MAX BUILDING CODE. 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE 17-MAX. 77* OR FIN, OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE MAX. OF INSTALLATION SHALL BE DONE BY OTHERS. BUCK MAXMATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,Z7 MAX. KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM E1300, TIP-TO- 8)THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF II WOOD SCREWS. 9)PRODUCT MAY BE INSTALLED INTO STEEL 5"MAX. OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. FLANGE FRAME T- FIN FRAME 10)THE 200 SERIES WAS FORMERLY KNOWN AS THE 400014001 SERIES. WITH HEAVY-DUTY MEETING RAIL WITH HEAvy-aurry MEETING RAIL TABLE 1:FIN&FLANGE WINDOWS TABLE 2:FLANGE WINDOWS TABLE 3:FIN WINDOWS Buck Size Design ressure Certification Anchor Type Sub3bale Min.Edge Min. Anchor Type Substrate Min.Edge Min. h tj Sash Style Diet. Embedment Dist Embedmerd w Psf F(--)Psfl Numbers width Height - Sty' — .131'X=-1 - ---- Wood(Soirthern Pine) UZI Nall Wood(Southern Pine) 318' 1-7116* EEqual Ute 55 65 190-1003 Steel Stud Gr 33 3/Er N5(18 GA) —7y,2— #12 Steel SIMS Panhead Aluminum-6063-TS aff 171-r- SMS Wood(Southern Pine) 911W 140 Steel,A36 316' 1w— #10 Truashead Wood(Southern Pine) 7116' 1-3/81 1/4'Masonry I concrete 1 1. Screw Anrhor I Holjom C—MU I 2-112" NOTE.-FOR ALL METAL SUBSTRATES,SCREW EMEMAarr SHALL BE MIN 3 TKIEADS BEYOND INSIDE FACE OF MATERIAL Dee AbMdAt CMAOO 1.ROSOWSKI 0111 8113 ALUMINUM --'Av 1070 TECHNOLOGY DRIVE NOK OMIS.FL 34275 FLCERT.OFA--:292961 SINGLE HUNG INST.,HD MEETING RAIL J� aw V-t a-*vI& A.Lynn M.'aa%PE. I"��P E."S 5 SH-200 NTS 1 of 3 1032412JR INSTALLATION WITH FLANGE FRAME EXTERIOR S su !SU RA Ix WOOD SHIM SHIM EDGE DISTANCE --__I____----NO NO SHIM ANCHORS ANCHORS EMBEDMENT REQUIRED REQUIRED EXTERIOR EXTERIOR FLANGE FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) F FLANGE FRAME N HEADTAt- HEAD ION (DIRECTLY TO SUBSTRATE) (i INSTALLAT 1 i INS, SU TRA EXTERIOR I EXTERIOR I E> EXTERIOR EDGE NO DISTANCE NO ANCHORS SHI M ANCHORS REQUIRED jX REQUIRED EMBEDMENT .V FLANGE FRAME. 1AMG INST ATI ` SHIM (USING :ip , S HIM, HIM I Ix WOOD FYOFFOr J.ROSOWSKI 01118113 ALUMINUM 61363-T6 AM TM FLANGE FRAMEBST TE Lmen i RE mmm SILL INSTALLATION FLANGE FRAME, {DIRECTLY TO-SUBSTRATE) SILL INSTAL&TIO INSTALLATION NOTES: (USING IX BUCKSTRIP) 1070 TECHNOLOGY DRIVE 1)SEE SHEET I FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS-AND DESIGN PRESSURE REQUIREMENTS- Fl.NOKOMIS i LE HUNG TING RAIL S EXAMPLE.tAAy VARY BY SERIESCERT,OF 29290 SING 2)GLASS SHOWN ANCHORS MUSTB 3)FOR SMOOTH SASH OPERATION,THE AN E FLATHEADS, A.Lynn Miller,P.E. 10321121JR 4) P.E.#58705 1 SH-200. NTS 01 MAX.SHIM THICKNESS TO BE 114" -LEG FRAME-USE FLANGE FRAME INSTALLATION- 5)FLANGE MAY BE REMOVED TO CREATE EQUAL i INSTALLATION WITH FIN FRAME EDGE BST TE j DISTANCE EXTERIOR SHIM EDGE 1 DISTANCE 4 EXTERIOR o FIN FRAME, i HEAD INSTALLATION SHIM 1 t t i FIN FRAME, JAMB INSTALLATION i SUBSTRATE I i i JSHIM ` t 1EXTERIOR �•. t l" J 1 q 1 .SHY'Of e FIN FRAME, o.r• amt.e r+eara�aacarsewaewaaarwm ' SILL INSTALLATION J.ROSOWSKI 1'113/13 ALUMINUM 6063-T6'• AW RDPMEMW.OFOV78VWP oonaenwraelmvax�tcma j anramnm'rnrnEtmra.�w.aner acraxam¢ INSTALLATION NOTES: as 7m °" ` 1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. 107D 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 CEITL OF AUTH.:29296 SINGLE HUNG INST.,HD MEETING RAIL 4)MAX.SHIM THICKNESS TO BE 1/4". A.Lynn Miller,P.E. 5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. P.E.#53705 .�SH-200 NTS 3 of 3 1032412JR Fi noncia Building Lode Online Page I of 2 fess' n R e gUtAti On ai , Business & -Fro i nal BCIS H... I Log In Use,Registration Hot Topics I Submit Surcharge Stats K Facts Publications F5C Staff BCIS Site Map Links Search Florida USER: p., Approval n,User -di Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived El Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Nell.),Sexton@salnt-gobain.com Authorized Signature Nell Sexton Nel[.J.Sexton@saint-gobain.com Technical Representative Nell J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Nell.].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 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nleminen 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 21 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.pd 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/-or app dtl.aspx?param--WGEVXQwtDqvG4Aty8UaI-IdEplSz... 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.Ddf 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.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 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: U ® i+Check 12-211 Credit Card Safe 41 https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 ( 10 TRINIIV I ER® 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, DSDL,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 M,d),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(Pa,d)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 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- 5 9 4 a view dimension or 3 feet, as outlined in Figure o 30.4-1 of ASCE 7-10. 5 5 I Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 3 of 4 TRINITY,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 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.vinyisiding.org. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 v �ITION:(2017).'FLORIDA WIND ZONE:COMPLIANCE WORI(SHEET,'Height(h)<30°ft,GCpi:=-+0.18;Kd=1,:Kzt=-1•: FBC.Section 1609, Wind Speed-V.ii(mph)3-second gust v Design m c Nail Engage Pressure 110 120 130 140 15O 160 170 180 190 200 x N sf w 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 OKFDK OK OKPDK OK OK OK OK D OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK COK OK OK OK OK OK OK OK D5 OK OK OK OK OK OK OK OK B Interior 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 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 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 and/or Studs OK OK OK OK OK OK OK OK NO NO. B 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 Zone4 Studs 152 OK OKNDK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK D 5 OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK C one Studs 111 OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK BEnd Zone OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK NO D5 OK OK OK OK OK OK OK OK OK BInterior 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 DITION:(2017.-)FLORMA WIND'ZONE COMPLIANCE WORKSHEET,:H eight(h)530 ft,:GCpi=+0.18,Xd=1; FBC Section-1609' - Wind Speed-V 1t(mph)3-second gust Design y Nail Engage Pressure 110 120 130 140 ISO 160 170 180 190 200 x N sf w 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 102 OK I OK OK OK I 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 S OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK 'NO C Zone Studs 74 OK OK OK OK OK OK OK NO' NO " 'NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO- NO -NO C S OK OK OK OK OK OK NO NO NO NO D OK OK OK OK OK OK OK NO "NO NO B Interior OK OK OK OK NO' -NO NO 'NO " ' NO " ' NO ' C Zone 4 Studs 41 OK OK OK NO 'NO NO 'NO" NO NO NO D OK OK OK OK OK NO` 'NO NO NO NO B End Zone OK OK OK NO' NO' NO "' 'NO NO' NO NO C S OK OK NO "NO ' NO' NO NO' NO NO NO- '" D OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C Zone Plywood 72 OK OK OK OK OK OK OK NO NO' .'NO D and/or Studs OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK 'NO' NO' NO C End Zone OK OK OK OK OK NO NO NO NO 'NO D S OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK 'NO C Zone Studs 74 . OK OK OK OK OK OK OK ''NO NO 'NO D OK OK OK OK OK OK OK OK OK OK B End Zone OK OK OK OK OK OK OK NO-'-.-- 'NO' NO- C OK OK OK OK OK OK NO' "NO' NO NO D S OK OK OK OK OK OK OK NO' N0 NO B Interior OK OK OK OK -NO - NO NO NO NO` J 'NO C Zone 4 Studs 41 OK OK OK NO NO " "-NO NO' NO NO` NO D OK OK OK OK OK NO V. NO' NO NO: T, NO B End Zone OK OK OK NO NO " ': NO -NO NO' "NO NO C OK OK NO NO NO' NO- NO -'NO" NO "'NO"' D S OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK NO C Zone Plywood 72 OK OK OK OK OK OK OK NO, T 'NO, " NO D and/or Studs OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK NO NO""' "'`NO C End Zone OK OK OK OK OK NO NO NO' NO NO D S ER C13820.04.09-1-R3 Norandex-FL12500-R3 NORANDEX;(517)780-3185 09/26/2017 Appendix 1,Page 2 of 2