The URL can be used to link to this page

REV-11-22-2932Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 11/30/2022 Location Address Parcel Number 1125 NE 92ND ST, Miami Shores, FL 33138 1132050270380 Contacts Permit NO.: REV-1 1 -22-2932 Permit Type: Revision Work Clossi/r2ation: Building Permit Status: Approved Expiration: 05/30/2023 Agustin Emcarnacion TRS Owner FHIA LLC Contractor 125 NE 92ND ST, Miami Shores, FL 33138 WAYNE BURNETT chillie4@aol.com 3044 sw 42, HOLLYWOOD, 33312 Business: 9547924415210 PERMITS@FHAPRODUCTS.COM Inspection Requests. Description: ADDING 1 WINDOW W/ IMPACT SIZE FOR SIZE Valuation: $ 2,000.00 Total Sq Feet: 0.00 Fees Amount Payments Date Paid Arm Paid Revision: Major Change of Plans $90.00 Total Fees $90.00 Total: $90.00 Credit Card 11/30/2022 $90.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree t perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, d ings, statements or specifications submitted to the proper authorities of Miami Shares Village. In accepting this permit I assume responsibility for work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MEC AL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoin r ation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I fa named contractor to do the work stated. WIIMa� ��s2 !16.(eF. Irized Signature: Owner / Applicant / 06tractor / Agent Date ovember 30, 2022 Page 2 of 2 Miami Shores Village 2193596 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION MN BUILDING M ELECTRIC ❑ ROOFING NOV 17 2022 BY: FBC 20ZO - 7-th Master Permit No. WS-10-22-2661 Sub Permit No. REV -i I _ 2-2 -ZQ3Z 0 REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL []PUBLICWORKS ❑CHANGEOF SHOP CONTRACTOR CANCELLATION ❑DRAWINGS JOB ADDRESS: 1125 NE 92 ST Miami DaIli City: Miami Shores Count : de Folio/Parcel#: 11-3205-027-0380 is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): SHIRELEY ENCARNACION Phone#: (305)877-9965 1125 NE 92 ST ^uy MIAMI SHORES State: FLORIDA City: Tenant/Lessee Name: N!A Email N/A 33150 FHIA,LLC Phone#: 954-884-8500 CONTRACTOR: Company Name: Address: 3801 SW 30TH AVE. City: HOLLYWOOD State: FLORIDA Zip: 33312 WAYNE T BURNETT Phone#: 954 884 8500 #430 Qualifier Name: N/A State Certification or Registration / CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A ZIP: N/A Value of Work for this Permit: $-I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New FK Repair/Replace ❑ Demolition Description of Work: ADDING 1 WINDOW W/ IMPACT SIZE FOR SIZE 4 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ . Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE$ ga'oo (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A City N/A State N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip WA N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is �5 In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I I I �\ J Signature w J OWNER or AGENT The forlegoing instrument was acknowledged before me this —Y day off !A" vv . 20 72 by ek ,� i ('!�'f ty who i sonal y wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Notary Public Stare of Florida Miguel A Mercado My Commission HH 101149 Expires 04/19/2025 CONTRACTOR The foregoing instrument /was acknowledged before me this I 4� day of ,},t/ 20 21by �Yu' y who ' person nown to me or who has produced identification and who did take an oath. as wwvwv i 1"\#t�4 A#q#/# APPROVED BY ( V' 'Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ENTERED Nov 17 Z022 FHA - DIAGRAM SHEET F Nom-�..ap.vva.m.o.+• MEASURING TECH MEASURE DATE Associalos " TONY 2/21/2022 a SrOMERYNAME RM LEAD NUMBER TYPE OF PROPERTY ROOF HWW FLOOR NUMBER TOTALROFFLOORS ENCARNACION 2193596 HOUSE 22.5 1 AND 2 2 N p O 00 rn rn � rn 3 a a a m r+� m K N G_ VVV O � V N Q m O Co. y m O of z 85 o N T D r { r_ G p z (7 z G1 m m = <7 m v T zO 1 N (31 m r) Ln O D (A z n O 4n A N C v Miami Shores Village Building Department Zoning Dept. Date Building Dept. Date-IFti Subject to compliance with all ederal, State and ou� qty rules nd re ul tions. Permit# EV- �I - Z' L3Z CITY COPY Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGE VXQw... a dk43 BC5 Home tn5 to User Re,tratbn Hot Topks Submk Sumharge Scats&Facts Publications Gonna Us RCS ste Map Unks Seamh Product Approval I/��,{�\( USER: Public Ilse, db'p'r Product Aopmval Menu>Pmd4Cyr Applicatgr, SQZrO> Applpatbn L t>APpSotbn aena FL # FL16736-R3 Application Type Revision Code Version 2020 Application Status proved ENTERED BY. - I\10V 17 2022 Comments publiccomment;Remove proprietary note and does not comply w/ 2411.1.11.09/17/20 Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2028 Steven M. Unch, PE Validation Checklist - Hardcopy Received FL-16ZI6_R3-COI_EvalReport8691).pdf Standard AAMA/WDMA/CSA/ 101/I.S.2/A440 ASTM E1886-13a ASTM E1996 PA/TAS 201/202/203 Year 2008 2013 2017 1994 I of 2 12/31/2020, 10:28 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQw... C Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ONT'ERED Florida Licensed Professional Engineer or Architect F1-16736_R3_Equiv__8200 LM.Equivalency.ptlf I'GU/ 172022 Method 1 Option D 08/10/2020 08/10/2020 08/23/2020 10/13/2020 BY: FL Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Llm is of Use Installation Instructions Approved for use in HVHZ: Yes FL16736_R3_Tf_CWS-B7-1D_pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736_R3_A_ E_EvalReport871D.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL36736_113_II_CWS-869D.pcif Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R3_AE_EyalRgp_o_rt869ELpdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Parry: Yes Glass complies to ASTM E1300. Contact Us :: 2601 all Stone Roatl Tatahasses FL 32399 Phone: 850-487-182a The State of Florida a an A VBK, employe, Copyright 2007-2013 state of Bonds :: PMacv statement :: Accessibility Statement :: Refund Statement Under Florida law, *mat addresses are pulhk records. 5 you do rot want your a -mat address released in response W a public -records request, do not send electre nk mat to this entity. instead, contact the oeke by phone or by traditional mall. ❑ you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Flohda statutes, eeecWe October 1, 2012, licensees acemed under chapter 455, F.S. must provide the Department with an emal address a they have one. The *mats provided may be used for offs l communication with the acensee. however emal addresses are public record. pyou do not wish to supply a personal address, please provide the Department wth an emal address which can be made avaasbb W the public. To determine f you are a Icansee under Chapter ass, F.s., please click hg l product Approval Acepb: ®®®0® Credit Card Safe 2 of 2 12131/2020, 10:28 AM URNER ENGINEERING & CONSULTING, INC. Equivalence of Product Standards 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 August 6, 2020 ENTERED BY: NOV 17 2022 Product Description: Series 8200 PVC Horizontal Slider Windows LM Impact, as detailed in Installation Instructions and Evaluation Reports CWS-869D and CWS-871D Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Equivalent Standards: ASTM E 1886-02 or 04 or 05 equivalent to ASTM E 1886-13a and ASTM E 1996-04 or 06 or 09 equivalent to ASTM E 1996-17 Assessment: The products indicated above have been tested to ASTM E 1886-02/04/05 and ASTM E 1996- 04/06/09. I have determined that for the indicated products as defined in the indicated Installation Instructions and Evaluation Reports, that this product testing is equivalent to that performed for ASTM E 1886-13a and ASTM E 1996-17, as referenced in the 71s Edition (2020) Florida Building Code. w%6aofs , No. 58201 �-* — trATE OF 8/6/2020 Lucas A. Turner, P.E. FL P.E.58201 ENTMRED URNER ENGINEERING & CONSULTING, INC. 2428 Old Natchez Trace Trail BY, _..Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A.#29779 Evaluation Report 871D August 04, 2020 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of+/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44'" Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 6IG20-3.005 (4). This product complies with the requirements of the 71° Edition (2020) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, PE, at 2428 Old Natchez Trc TrI, Camden, TN 2) Approval drawing CWS-871D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -]A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 '94, ASTM E 1886 '02/04/05, ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA I01/1-S.2/A440 '08 4) Supplemental Calculations to support CWS-871D, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871D. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 D • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray Butacite PVB Interlayer per Miami -Dade NOA 19-0305.021 • Requires Quanex or Veka white rigid PVC framing per Miami -Dade NOA 17-0206.1 Or or 17- 0228.04t t I have evaluated the Interlayer and framing materials in these Kuraray, Quanex, and Veka NOAs and find that they comply with the requirements of the 7'h Ed. (2020) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. t � Lucas Turner =1k No. 58201 2020.08.06 EMI * IU= 08/04/2020 15:01:36 �& %(V� Lucas A. Turner, P.E. .•l►STATE OF '`?� FL PE #58201 ISr�� HORIZONTAL SLIDER - LARGE MISSILE IMPACT H ` M 761/4• MAX OVERALL FLANGE WIDTH - - 1�1 74' MAX. UNIT WIDTH C�33'GLASS DLO 1 64 L4- MAX FLANGE B HEIGHT 63' MAX IW T HEIGHT 581311W GLASS DLO TABLE OF CONTENTS 11/ GENERAL NOTES 8 ELEVATIONS...........1 SECTION VIEWS 8 GLAZING DETAILS....2 EXTRUSIONS 8 B.O.M...............................3 ANCHOR SCHEDULE 8 NOTES.............._4 INSTALLATION DETAILS....- .................._5 C 5 A fJ� 33' GLASS OLO 36 5/16' MAX SASH WIDTH 599/16- MAX SASH HEIGHT B 5 D 5 0 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SY8TEN8 TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND - 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL O IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW Cl95AC 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS: -OX-,7=. HORZ. SLIDER 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e01109. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER < Z 3 <z3 INFILTRATION TEST PRESSURE AND GLASS TABLES w w 8 0 ASTM E-1300.04e01Mg. Z ww�S M. S.ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USEDIN <t43�O¢3m DEHE TAILS. WGNOFTHI DURATION FACTSEE OR CETS FOR ANCHOR 0 0 O'j<M 00 DETAILS. WLC L ATI DURATION FACTOfl Cd=1.6 WAS USED FOR WOOD O O r O Aj a x r ¢ U UN�ZdrNa ANCHOR CALCULATIONS a Z 2 ovli50- 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT < I- w Owi REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT '¢' <o 4Ci- UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT < ¢ ¢ MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 00¢wp wmw FLYING DEBRIS. ¢ Z0 O-1mr p wT0 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w ¢ x ¢ 3 w USED AT FIXED MEETING HAIL AND HEAD/SILL. a a ¢ a 8. SERIES I MODEL DESIGNATION HS-8200. 9. THE DESIGNATION FI STAND FOR THE FOLLOWING: �� 0p5A:UR,y X=OPERABLE SASH, H,0 = FIXED SASH 10. SECTION CALLOUTS APPLYTO ALL ELEVATIONS IN A SIMILAR * }� LOCATION. 'V No. 58201�1�� 11. EXTERNAL WEEP SLOT -1/4" x 1" LOCATED 4" FRCM BOTH ENDS. jO MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +1- 60 PSF LARGE MISSILE IMPAC Lucas Turner 2020.08.06 14:49:41 -05'00' 8/05/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez TM Td Camden, TN 38320 PH. Ul380-1574 GENERAL NOTES AND ELEVATIONS AIDE 10/10/13 CWS-871 D SHEET 1:15 1 OF5 S I, SECTION A -A INTERIOR SECTION C-C ALTERNATE FIN FRAME I 4 INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. — HEAD IMPACT HOOK ITYP.) MIDSPAN OF SASH (ITEMS 35 8 36) X HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 - ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINOS. LOCATED AT THIRD POINTS (ITEM 27) 4t WINDOW SYSTEMS 1900 SW NTH AVE OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 5 Z 3 az3 Qwwl2ci z_ Z aw3z033x U U_yf Zal-.ya 0 Z Z 7y Q �2ON6OwO �— ¢> a3ww xo3 Q 2¢O>'T, ZQ ) i-u OD¢mowww Q ZyW OJyF 0 0 _ w~¢ W QN a Fx- a ¢3a ire' OVERALL No. 5822001 �. =y� �^ 118' ANNEALED at TEMPERED STATE OF; F11W AIRSPACE MI6' LAM QINI♦%.1tTp��N Ire' ANNEALED See PVR INTERLAVER 118- ANNEALED 8/05/2020 PURFECT GLAZE'IT - SIKAFLEX552 LUCAS A. TURNER, P.E. FL PE # 58201 2428 ON Natchez he Td TN 38320 L�amden, PH. 941-380.1574 C 1 CLASS SITE ',�.'Ctr G SECTION VIEWSANO 1 OUANEX DURASEAL, ar GLAZING DETAIL CARDINAL XL EDGE, or HODISPACE ADS FPS GaeWN n ,oAre: Illll I.G. SPACER ADE 10l10/13 GLASS TYPE 1:1 CWS-871 D 1:2 SHEET 2 OF 5 SETTING BLOCKS PER FOG 2411.3.3.1 .'° PARTS UST ITEIJ PARTS CRIPTION MATERIAL H-2124 I . Sesh Meet. Rail Alum 2 H-2123 Point. S.B.FL/S.S.R, Alum 3 H-2121 Meet. Rall, Fxd. Alum 4 H6225 Sash Top(Bot. Rail PVC 5 H6231 Main Fr., SH, w/ Fin., PVC PVC 6 H6224 Sash Meet. Rail, PVC PVC 7 H6223 Sash Side Rail, PVC PVC 8 H6222 Main Fr., SH, w/Rg., PVC PVC 9 P-3029 Screen Pull Tab 10 P-3033 Screen Spring, SS 12 P-3218 Screen Frame RaliForm 13 P-3228 Screen Spline, .165 Dia., Bik. 14 P-4754 Screen Frame Comer Key Nylon 15 P-3342 Seem Sealer, SM-5504 Silicone 16 P6582 Set. Blk., 95 Dur., 10 x 7/8' x 1.5' Lg. Rubber 17 P-3429 Warp., 0.270 x .187 back FlnSeal. Gray 18 P-3539 k8 x 314" Square TEK 2 One Steel 19 P4730 #8 x 112" Truss PH TEK 2 ➢nc Steel 20 P-5588 Cap Plug, 1/2" Hole Nylon 21 P-3783 Lock, Impact, PVC 22 P4779 Roller, Tandem Nylon 23 P4051 88 x 1 1/4 Ph FH TEK, Win. Steel 24 P4069 Keeper, Impact, PVC 25 P-4479 Weep Corer w/ Flap Nylon 26 P4638 N8 x 2 1/2 Ph Truss SMS Steel 27 P4958 Rotary Lack Zlno 28 P-49W Keeper, Rotary Lack Z. 29 P4959 WSip_ 0.420 x./87 back FmSeal, Gray 30 1 PA633 lBwel Fastener Steel 31 S-1112 Reinforcement, Head Alum 32 S-2129 Reim S.B.R./S.S.R, Alum 34 S-1776 Roller Track Alum 35 S-1999 Frame Hook, Head, Impact Alum 36 S-2000 Panel Catch, Heatl, impact Alum 38 H6226 Scm. Adapt.. w/ Nib, PVC PVC 39 H-6227 Scan. Adapt., PVC I PVC 40 S6228 Rxed Rai Cover PVC 41 S-6237 Glazing Bead PVC 42 1 GLASS 1SEE SHEET GLASS 43 1 IPurfect Glaze -W, SikaFlax 552 Silicone PVC FRAME FLANGE H-6222 Ilt6' 39I16' r= PVCFRAME FIN/FLANGE H-6231 T 1116' 2 1IB' MTG RAIL H-2121 �1316' 23/16'--j '�1f5/16'—y 6_. 7 t tl6 1518. 1 5/6' � Vt 6• 1 Sl8' jj� l— 1/16' �� ll 3/16'� 0 PVC MTG RAIL COVER S-6228 1� 1It 6'� REINF. SASH MTG HAIL H-2124 " 5/e' �..- 32 5/18' L� �— S-2129 PVC SASH MTG PVC SASH PULL PVC SASH RAIL RAILBTILE H-6223 RAIUSTILE H-6224 H-6225 0 3/I6• d 6. 1 5/16' 79• 6' PLAN VIEW-1999 HEAD IMPACT HOOK-1999 3/16' O 6. �5R'1 6�rip 11;66, 1I16 PL NEW-2000 PANEL IMPACT CATCH -2000 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 WE CORNER WE I D (ALL SIDES( I ION qq 'I/\IWSI�N7Y/l/7h00WRY(%HIIA/5�1/1 1 NTH AVE. II OWCYAJ4LYA.. FLORIDA 34474 CwsScc 8200 PVC HORZ. SLIDER IMPACT FIXED MEETING EML SCR ED TOGETHER WITH OUTERFRAME 1:8 W4• 15I16' 1116' LREINF. H-2123 PVC GLAZING BEAD S6237 ttl6' 7116 �11{'{r , Ilt6'J L PVC SCREEN trl6' CATCH ROLLER TRACK -1776 S-6226 1116' r 7te• vs• /,6•! 91L PVC SCREEN 111 SUPPORT REINF.-1112 5-6227 z 3 <z3O z Ow0 <Lww z0? M —t= O <m3yOe3m LL I-w ZFziM2 z z2E<M'OO U 0,1ze-Pon, z 0znM,z ,0e-' i0,0 a31Lw Q 3:O3 < �<Or~Cz ril ww "awm da az2NN20�osc-ew3w No. 58201 ;; =A1 r_*Z W c OLy _ STATEOF 4 N 'ZoIWH 8/05/2020 LUCAS A. TURNER, P.E. FL PE p 56201 2428 Old Netchaa TM Td Camden. TN 38320 PH. 941.380.1574 H 0 SCIaPnON' BOM AND EXTRUSIONS MWN9Y'. ;BATE. ADE 10/10/13 We REV. CWS-871 D SHEET 12 3OF5 I W ti WAMIN Z PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR ---- - SEE TABLE T SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS -- SEETABLEI TYPICAL HEAD ANCHORAGE MIN. EDGE GIST. SEE SMIK EE TABBLE I A VERTICAL SECTION S TYPICAL SILLANCHORAGE - - 114- MAX SHIM 1/4' MAX SHIM INSTALLATION SEE TABLE 1 MIK EMBEDMENT SEE TABLET SUBSTRATE BYOTHERS 1 �a• MAX SHIM SEE TABLE f MIN EDGE DIST SEE TABLE 1 TIT MAX SHIM - UK EDGE DIST. SEE TABLET �— PERIMETCR SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BV INSTALLEI �HOPo20NTAL SECTIONSECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE MST. FLANGE CONCRETE (2.0 KSI MIN.) 3116' ITW TAPCON i-1Pl' 1-11F FLANGE HOLLOW OR GROUFFILLED CMU (117 PCF UK) 3116' RW TAPCON 1' 2' LANGE CONCRETE 2.85 K51 MIN. SITE" ELCO ULTRACON 1" 1' FLANGE GROUFFILLED CMU (ASTM '.IIM 311F ELOO ULTRACON 1-114" 2-1/2- FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3l16' ITW TAPCON OR ELCO ULTRACON I-XV VW FLANGE 2X MIN. SOUTHERN PINE (G=0.55) A10 WOOD SCREW 1-318' 718' FLANGE 16 GAUGE (0.060-) MIN. STEEL STUD (33 KSI YIELD MINI #10.15 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060' 7/16' FLANGE 1/B" ALUM. (6063-T5 MIN.) OR 1/W STEEL (33 KSI MIN) #10 GRADE 5 SELF -TAPPING I DRBLNG SCREW FULL THREAD THRU 0.125' 7/16' FIN 2XMIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW SUBSTRATE BY OTHERS SEE TABLET I U PERIMETER SEALANT BYINSTALLER INSIDE AND OUT HORIZONTALSECTION HEAD AL FlN ANCHORAGE NEAO AND GILL SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT— BYINSTALLER L/�L INSIDE AND OUT 0 HORIZONTAL SECTION B BOXFRAMEINSTALLATION HEAD AND SILL SIMILAR FOR BOXINSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 1900 SW 44TH AVE. CCALA. FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z;wz o azi aw w ?O? ¢�ZW g a'o >oa;m Z O Z f<¢ OFtOz¢IO Q O O Uml'd,Dw Z -ZFJ Z OC)OGj JO- a3 w-ZO_ m a Im r 034� W a Qwipwouj IW �Sd ¢ MOMMN ~0 2 W=¢N a F d ¢iW No. 58201 STATE OF 8/0SQ020 LUCAS A. TURNER, P.E. FL PE S 58201 2428 Old NetChez Tim TU Camden. TN 38320 PH. 941-380-1574 I E ESC-M 011 INSTALLATION DETAILS iFAWNO DATE. ADE 10/10/13 IWGA: REV.: CWS-871 D SHEET 12 5OF5 4" MAX RYP.) -, .eY n n a t,' 4" MAX (TYP.) w MAX O.L. (TYP.) 1T MA) (rw NOTES: I. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ANCHOR LAYOUT- (FIN) 2. SHIM AS RED 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 BE CONSTRUCTED 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 5. WINDOW SYSTEMS 0 1900 SW NTH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a i 3 az3 z woo aw0 2 O Rw O¢ M w rw3z3 - z zxma¢�w o t0> Um�izdZF V�ja Dw O'v'd0 > a3 w-s0_ Q RQQNU~�N 00¢f>/1Ow ONW y Zxa 20y0 0 r~00 W¢¢N a ti a ¢3a No. 58201 z*z STATE OF 8/05/2020 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 WOOD MUST LUCA l APE E TURNE58201 R, P.E. FL BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez T1c Td 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM Camden, TN 38320 SPECIFIED IN TABLE i, SHEET S. PH. 941-300d574 SNE TOESCWP110N: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLD CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE OBAWN9Y: OATS: 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1"FOR WOOD AND METAL ADE 10/10/13 8. WOOD OR MASONRY OPEN NGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGIN EER OF RECORD AND I NSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. OW.W: REV.. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEETS. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 D 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: a0A SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS). FMAAVOMA 250(BOXWINDOWS), FMAIAAMAAVDMA 300(EXTERIOR DOORS) 120 40F5 Ron DeSantis, Governor STATE OF FLORIDA Melanie S. Griffin, Secretary do 1 pr DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES BURNETT, WAYNE THOMAS FHIA, LLC 3801 SW 30TH AVE FORT LAUDERDALE FL 33312 LICENSE NUMBER: CGC061890 EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com • Do not alter this document in any form. � r T This is your license. It is unlawful for anyone other than the licensee to use this document. IREtt 1. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2022 THROUGH SEPTEMBER 30, 2023 DBA: Business Name: FHIA LLC Owner Name: WAYNE T BURNETT Business Location: 3801 SW 30 AVE HOLLYWOOD Business Phone: 954-792-4415 Receipt #: GE ERALO CONTRACTOR ( GENERAL Business Type: CONTRACTOR ( HOME IMPRV) ) Business Opened: 01 / 01 / 2 0 0 6 State/County/Cert/Reg:CGC 0 618 9 0 Exemption Code: Rooms Seats Employees Machines Professionals 2 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: WAYNE T BURNETT 3801 SW 30 AVE HOLLYWOOD, FL 33312-6809 2022 .2023 Receipt #02B-21-00003369 Paid 08/04/2022 27.00 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 19 2022 THROUGH SEPTEMBER 30, 2023 DBA: Business Name: FHIP. LLC Owner Name: WAYNE T BURNETT Business Location: 3801 SW 30 AVE HOLLYWOOD Business Phone: 954-792-4415 Rooms Seats Employees 2 Receipt #: 180-7204 Business Type: GENERAL CONTRACTOR (GENERAL CONTRACTOR(HOME IMPRV)) Business Opened: 01 / 01 / 2 0 0 6 State/County/Cert/Reg: CGC 0 618 9 0 Exemption Code: Machines Professionals Signature For Vending Business Only Number of Machines: Vending Type: Tax Amount j Transfer Fee NSF Fee Penalty I Prior Years Collection Cost Total Paid 27.001 0.00 0.00 0.001 0.00 0.00 27.00 Receipt #02B-21-00003369 Paid 08/04/2022 27.00