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WS-18-1826Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 'ee Phone: (305)795-2204 F�ORiDp` Permit NO. WS-7-18-1826 Permit Type: Windows/Shutters Permi't rk Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/17/2018 1 Expiration: 01/13/2019 rrolec[ Aggress Parcel Number Applicant 1240 NE 91 Terrace 1132050010540 DAINEL OCARIZ Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DAINEL OCARIZ 1240 NE 91 Terrace MIAMI SHORES FL 33138- wn�rri��n�wmnnnnnnnrmmnwtn�m 1240 NE 91 Terrace MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone RETOS SERVICE PLUS LLC (954)588-8468 /pe of Work: RELOCATE FRONT DOOR AND ADD WINDOW o of Openings: 2 dditional Info: lassification: Residential -anning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $120.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $196.20 Valuation: $ 1,800.00 Total Sq Feet: p Pay Date Pay Type Amt Paid Amt Due Invoice # WS-7-18-68143 07/17/2018 Credit Card $ 146.20 $ 50.00 07/03/2018 Credit Card $ 50.00 $ 0.00 4vailable Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID VIT: Ice ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zo ing. F er e, I authorize the above -named contractor to do the work stated. July 17, 2018 A'O 6 i a ure: Owner / Applicant / Contractor / Agent Building Department Copy July 17, 2018 1 BUILDING PERMIT APPLICATION Miami Shares Village Building Department PjPcEIVEDD 100SO N.E.2nd Avenue, Miami Shores, Florida 33138 uL o s zals Tel: (305) 795-2204 Fax: (305) 756-8972 B INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. KC —01 % -- WV Sub Permit No. w J 19 " 1 Ej BUILDING ❑ ELECTRIC ❑ ROOFING [N REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP �} /a CONTRACTOR DRAWINGS JOB ADDRESS: -r1r'rfA'A- City: Miami Shores County: Miami Dade Zip ) 3 V Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: _Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �L'd n' fire Phone#: —72�'b " 960 ^O b7 i Address: I 0 C11Al� -/ 'CYrae c- City: Miami*56-e S State: Ft- Zip: 3 8- Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: r\tG1`'pS c'�rCQ \ (1 S Phone#: Address: c U - got sy, City: 'g-*rAd-C State' Zip: 33�2 Qualifier Name: 1-47lc- aJ4� Phone#: State Certification or Registration #: ,�' � l SUFC7S -5 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: s• City: State: Zip: 7AU�y� a) nCONT Value of Work for this Permit: $ ' f 00 /� • � �5!f'^ f'�Scluare/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ lace Re air Re p / p ❑Demolition Description of Work: n c Riv..4:: an add W , ndi9i--' aj jae,,fO— Specify color (of color thru tile: Submittal Fee $�vf�' Q Permit Fee $ Q,0 • CO7 Scanning Fee $ Technology Fee $ Structural Reviews $ CCF $ CO/CC $ Radon Fee $ Z • DBPR $ 7 , 0) Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. r r Signature Signature_ CX OWNER or AGENT CONTRAC OR The foregoing instrument ryas acknowledged before me this day of �J V I� 120 �by 4111 ( &Qr�� 11who is personally known to me or who has produced S L 1 C4hK s 2 identification and who i take an oath. N0TARY�-?,UBlfr ?er�iizjz 0ti,t1 Seat.NN N .• GR'' The foregoing instrument was acknowledged before me this 03 day of 120 18 , by f,ldc, &w , who is personally known to me or who has produced -bn OQ r fee-rns as identification and who did take an oath. NOTARY PUBLIC: Sign 17 t '�G �^'S Print: Seal: Ndtary Public - Slate of Florida rig CoiontsEslon * GG 000421 My Cog!m..4pins 0ct'23, 2020 APPROVED BY Plans Examiner �� Zoning %D Structural Review i (Revised02/24/2014) Clerk MIAMI-DADS MUM-DADE COUNTY "MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sunshine Windows Manufacturing, Inc. 1745 W. 33' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). 0000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County P?Qdw4T_'ontr9J .... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-DadeCouety) resome the right to have this product or material tested for quality assurance purposes. If this predpee or maternakails kr • • • perform in the accepted manner, the manufacturer will incur the expense of suclf td-Ahfg and the•AHJ mV• immediately revoke, modify, or suspend the use of such product or material witha ihet: jurisdictio}n RER ' reserves the right to revoke this acceptance, if it is determined by Miami-Dade't�ounty Pro al Contror: Section that this product or material fails to meet the requirements of the applicably• ilding code. • �; , 00, This product is approved as described herein, and has been designed to comply.withthe Florida Building Code, including the High Velocity Hurricane Zone: : ' : . . ...... DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window L. 1.' APPROVAL DOCUMENT: Drawing No. HS08.01, titled "Series 1650 Aluminum Hori2p19tal•Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami — Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-1204.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1017.06 MtAWDADE COUNTY Expiration Date: April 10, 2019 �UTUWVJIII ® 1 �1��►� Approval Date:. December 21, 2017 Page 1 Sunshine Windows Manufacturin2,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision 2 dated 11/18/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. ...... .... . . • • B.. • JEST$ • • . • 1. Tectreports, on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 0 • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..... .... •••• • • • • • • • ... • 4) Large Missile impact Test per FBC, TAS 201-94 ••.... 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 •' •"' .:...: 'along with marked -up drawings and installation diagram of an aluminum horizontal • • • • :s1i4jVg window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. '.' FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0107 08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), prepared by manufacturer, dated 11/09/14, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. Manuel ere P.E. Product Contr 1 Ex miner NOA No.-1017.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5a' Edition (2014) and of no financial interest, dated 11/10/14, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under NOA No.12-0320.06) 3. Laboratory compliance letter for Test Reports No. FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. . . ... .... ...... (Submitted under NOA No. 08-0107.08) • .. ...... .. ...... G. OTHERS •••••• • 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine ViNfbiws NbEdfacturin , Inc. for their Series "1650" Aluminum Horizontal Sliding Windpa �T�.M.I., jappr9ved gig% . • 05/17/12 and expiring on 04/10/18. ' .. .. .... ...... . . . . ....% 2. NEW EVIDENCE SUBMITTED ' A. DRAWINGS ' 1. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision No. 3 dated 09/04/17, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. None C. CALCULATIONS 1. None- D. QUALITY ASSURANCE 1. . Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS ' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel Pe E. Product Control=-.06 er NOA No. Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E-2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tn Edition (2017), dated September 10, 2017, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 17-0539R2 issued by the Miami -Dade County Product Control Section, dated 12/07/17, signed by Manuel Perez, P.E. 3. Email from manufacturer requesting a 1-year extension to allow time to perform verification test, dated 12/15/17, signed by Noel Martinez, Assistant Manager, Sunshine Windows Mfg. Inc. ...... .... . . .:.... 1. -Notice of Acceptance No. 14-1204.11, issued to Sunshine Windows Manufacturing, • • hiv for their Series "1650 (XO)" Aluminum Horizontal Sliding Window — L.M.T.", ."". .a� roved on 05/14/15 and expiring on 04/10/18. ..... .... . . • ,; .2. .Qjle.year approval, subjected to successful verification test. ...... .. .. .. .. ...... . . . . Manuel P ez, t.E. Product Control Kxaginer NOA No. 17--IM17.06 Expiration Date: April 10, 2019 Approval Date: December 21, 2017 E--3 WIND LOAD A.S.D. FACTOR NOTE: IMPACT k D�SIGN PRESSURES SHOWN ON THESE CHARTS IMPACT ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND C GLASS GLASS LOADS CALCULATED 'BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR SHALL bE MULTIPLIED BY 0.6. k��r HEAT STRENGTHENED RESIST LAMINATED GLASS IMPACT VVINI)OW E11MENSION ANCQHu SCHT&IM HURRICANE IS NOT REQUIRED AbCTECTION $unshine Vindows MQrwfqctudnq, Inc. 18 SILL )MP EXT. INT. EXT. INT. MAX TYPICAL ELEVATION (XO) 4.— FOR NUMBER OF ANCHOR$ FOR EACH UNIT 917E REFER TO DESIGN PRESSURES �HART. 5— FOR ANCHOR TYPE AND SPACING REFER TO IYPICAL ELEVATIONS AND SECTIONS 6— CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH tHE FOLLOWING REqUIREMENTS: C 0 7i' 8 53.33 62.06 — 62.00 62.00' .36, - 6 PO-00 120.0 24' 3 CMU AS PER " 090. CMU MUST BE S—INCH THICK, NQRMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. t= 7] 80-00 120.0 a 80.00 90.00 72" 7.— USE NON —SHRINK, NQN—METAUC HYDRAULIC 6EMENT GROUT PER ASTM C11O7/Cil07M STANDARD w q� w 4 53.33 120.00 80.00 120.0 '9 0 9— STEEL H6ST STRUCTURE SHALL NOT BE., LESS THAN 18 GALJqE. STEEL SHALL BE ry = 36 KSI MIN. 10— THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". 11— 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THI$ PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUQTU 12— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL QB9*PRIDTeETe@ T * O0F �l Q E E 0 7 53.33 9Q.§0 80.00 99.90 I �6' 4 53.33 100.40 80.00 100.40 60' 7 - 72' r512 �67 67.80 67.80' FLORIDA PE If 51393 ° °°°°° ° °° °° 000 0 ° 0 °°° 0 0 DESIGN PRESSURES CHART; PSF HEAT STRFNGTHENED LAMINATED IMPACT SISTANT GLASS wnvoow f3fMENSION ANCHOR SCHEDULE HuRRICAM FRomcnm IS NOT REQUIRED K'%IIT1 HEIGHT NFA�D $ SILI- JAMB 13/411 SILL 3" SILL L7(T. ART. EXT. pVT: 74" 38 3/8' 11 6 53.33 90,00 80.00 9Q.OQ G a C 74` so 5/e' 11 8 53.33 96,00 80.00 9Q.0Q 57` 63" 6 9 53.33 90.60 80.00 9Q.00 /3 1 /8" 5 53.33 90:00 80.00 90.00 '74" 11 53.33 65.20 80.00 8g.20 411' t 1 7 53.33 9040 80.00 90.00 C 4b` so" 7 9 53.33 90,60 80.00 9Q.00 6ii" 9 53.33 98.00 80.00 9Q.00 72- 11 53.33 96,00 80.00 9Q.00 WINID LOAD A.S.D. FACTOR NOTE: THE DESIGN PRESSURES SHOWN ON THESE CHARTS ARE FOR ALLOWABLE STRESS DESIGN. FOR WIND LOADS CALCULATED BASED ON "ULTIMATE WIND SPEED" AS DETERMINED FROM ASCE 7-10 OR 15.0 2015 THE VALUES SHOWN ON THE TABLI`S SHALL BE MULTIPLIED BY 0.6. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . 7• MAX. A I MAX. Ala IMPACT • IIVP CT • •ao • • • QLASS • •GLASS •il ¢ • • $1lfl&Illpe iylnitOWS _ II _ "' Idpnu{ecturing, Inc. 001 w • • �� • • • • • • 1pgteoh, flwiea awlz FALSE MUNTINS (SURFACE APPLIED) V] II B I{ MAY BE USED Aa �= MAX. MAX. � � z WINDOW WIDTH C7AQ7 F TYPICAL ELEVATION (XO) a W GENERAL NCIES: w a 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014) AND FBC 6TH EDITION (2017). Q U 2.- CONFIGURATIONS OX AND XO. 3.- SHUTTERS ARE NOT REQUIRED. O GL 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART, NN 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS f.a ON SHEET 5 THRU 7. O 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: CONCRETE STRENGTH Fa'28 = 3000 PSI MIN. - GMU AS PER ASTM 090. CMU MUST BE B-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. C t - FILLED CMU Fm' = 2000 PSI MIN. 3 3 U W ^ W ^ 7.- USI= NON -SHRINK, NON-�tETALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD m SPECIFICATION FOR PACKAGED DRY. r $ 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G= 0.55 OR GREATER DENSITY. � 3 z i z 9.- STEEL HOST STRUCTURE SWILL NOT BE LESS THAN 18 GAUGE, STEEL SHALL BE Ey = 36 KSI MIN.. g $ F 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. S z z2 ALUMINUM SHALL BE ¢Q87-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THI$ PRODUCT APPROVAL SHALL BE PROPERLY z r 0 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE 111uII b AND SHALL BE APPROVED 6Y THE BUILDING OFFICIAL PRIOR TQ DOOR INSTALLATION. ���1 G HE i�� a to EE 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) ; ` G\SC....._, RNA , ai + r AS SPECIFIED IN FBC ¢TH ¢DITION (2017), _pa ' OGFNSF .• L� ml Y �' F o GLASS: = ': No 51393 = to 0.340' OVERALL LAMINATED GLASS USING TWO UTES OF r E., ,., 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER PRODUC"TREVISCD �A FILM OUPONT BUTACITE PV8, BETWEEN THE TWO LITES OF GLASS, WING No. Building LAMINATED BY TECNOGLASS OR SIMILAR, ascoCo withth4Florida �/ GRA,. Acupaace No! .�O17:o,6 �/ .P �G`�� HS08-01 Expo Dale ­1 M II I 1 t QATE: 03-14-08 By m pmduct SCALE: 1 2"-1" - FRANCISCO HERNANDEZ FLORIDA PE f 51393 SFIEET 2 OF T 12 13 s 1s ie sunshine Window 20 M4nutaCturing, Inc. 6 174$ W. JJrd Mace 1¶,elegh, Florida 33012 21 20 Rh: (JQS)364-9952 FQep(306)828—S11B i CI zz �q is WINDQW WIDTH HORIZONTAL, SECTION o � w �¢ 19 6 I o m _ 3 Oz 3 6 B 16 3 17 x in W = N N Om " 0 6 (2) 2- WEEP 2 ih z T o o r cZ� gip- 1 z 0 0 c> J HOLES C3 pFQ_ J !n ,6 3 tt1111111 � Z 2 r y �� p �� " 2 VERTICAL SECTION • ... • • • .. �,•``'l�o H� �s (z) 2' HOLES WITH 6rILL RJ*SEt ... CMG'' \,\CENSF . • • • No. 51393 ' • •• ••• •• • • • • • • • • •• __ —*: *_ for o DRAWING No. HS.08-01 PRODUCT REVISED %p(D, STATE OF VERTICAL SECTTQN . `,` • mnce lb )�-1i7 ► o • • � E \• • • • • » h I I I I li- RATE:Q3-14-08 Mir„; Ede product cacaos SCALE; 1/2— FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 3 OF 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . MATERIAL LIST MATERIAL LIST .. t $gnshine Windows M009during, Inc. 170 W. 33rd Place see !NWwh, Ronda 33012 PIN (WI5)3e4-9952 Rpc(395)828-5118 0 Aa 4 7.� O cn to Q U O Q x 0.502 w� Lq E 0E �W \\`�l,ul ul/��777 4 y P.m 4 F P. m H � QC�.•'1,10ENSF'.'92 � N a n No. 51393 W ODUCT REVISEDcwyN3'I^S with the Florid►� DRAWING No. 1 "Ild,8 Code , . ' G�� Aacepteace Nol _,O1 •d% 77� / (lf EN F'ISQS-0� E__ Die e \ PATE; 03-1 a-oe BP SCALE; 1 2"=1' Product CoatiW FRANCISCO HERNANDEZ SHEET 4 OF 7 FLORIDA PE # 51393 TIEMA PARik REOD. DPSCRIPRQN MATERIAL 1 SW-019 1 FRAME HEAD 6063 TS Z SW-019 i FRAME SILL 6063�T6 3 �'Wlocx2l 1 INSERT TRACK 6063-T5 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 6063�T5 6 $W3019 AS ROD FIN SEAL PILE FELT a SW321W 2 WHEEL BRASS 9 9W-017 1 MOVING MEETING RAIL, 6083=T5 10 ,4W40111 1 FIXED MEETING RAIL 60631T5 11 "—AS AS ROD ASSEMBLY S<1REW5 � B X i" SMS. 1� $W-013 1 JAMB TO MOVING, PAW,EL 6063'-TS ITEMk PARii REQ�. • DBSCl✓>��11h1 • •N1!'1RERIAb 13 SW-016 1 • •MOVIRG � RA1 • • �b3— • 14 SW3257 THER S��IFt Bl.� • ,*,e„• • ,$ SW-667 AS Rpf) LATQH ZIN4� 18 SW-510 2/SILL RETICULATE E1LTF.R FOAM FOAM 17 SW40771 1 • SYL QISE,i • • • •6063—iA 18 SW-014 1 JAMB T• FIXpD•pAIIEL • • •60R3—TS 1Q — AS R00 • • • • lILJOpNE• • PLC.—a95 OIE •SIMILAR 20 SW-101 AS ROD IMPACT GLAZING BEAD 60ti3—TB 21 SW—SIl. 1 3/8� X 3/4" FLAT � STEEL 22 SW —AS 4 ASSEMBLY SCREWS � 8 X � �i 0.9,2 -�--�—I I O.050 U.D30 �y r I 1.2502.12� 1.437 0.394 0.385�� . f � T 0.760 I —1 1.312 0.B87 � FIXED MEETING RAIL SW-4011, MOVING MEETING RAIL $W=Q17 �t}j-TS JAMB TO FIXED PANEL SW-014 �---• 2A77 � FRAME JMI� T8 MOVING PANEL SW-013. GLAZING BEAD SW-018 6063—T5 6063-TS 6063-TS 60�3-T$ 2. 1.7a0 I 7,8750 E—W o:G7e � s.oez O.OBd 2.00 ,.6090 U h �'L o.ato —� E— FRAME HEAD AND SILL -SW-019 8083-TS MQVING SIDE RAIL 0,6 �&�_� SILL RISER SW-40771 INSE`FiT TRACK SW-z,iii'f, SLIDER TOP AND BOTTOM RAIL SW-012 6063-TS 6063-1'S 8063-TS 7 1 /9" MIN 9 1 /9" Ulm /4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS )N SHEETS 1 OF 7 AND 2 OF 7) YPICAL FOR HEAD. BY WOOD BUCK BY OTHERS. OUST BE PROPERLY ATTACHED TO RANSFER GLAZING SYSTEM LOADS 0 THE STRUCTURE. SHALL BE APPROVED TY BUILDING OFFICIAL PRIOR TO WNOOW INSTALLATIA DETAIL A ATTACHMENT TO MASONRY 1" MIN. DETAIL B ATTACHMENT TO WOOD 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND Z OF 7) TYPICAL FOR HEAD. 2 BY WOOD PUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS W TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO J51? WINDOW INSTALLATION. 1/4" Sf,1S GR5 THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHOR$ REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1/4" SMS GR5 THROUGH METAL. 1 OF 4 AND 2 OF 4). 1" (FOR MAX. ANCHOR SPACING AND NUMBER 1" TYPICAL FOR HEAD. OF ANCHORS REFER TO ELEVATIONS AND MIN' IAMI—ADE COUNTY APROVEO 1�IN. DESIGN PRESSURE CHARTS ON SHEETS p 1 OF 7 AND 2 OE 7). _ _ _ MULLfOpI. (UNDER SEPARATE APPROVAL) TYPICAL HEAD, — — — — I II L= _--� JUXT a N . • • • . • • . • •• • • • • ••• • •• ••• •• • • • •• DETAIL C DETAIL C 1 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION ?RODUCT REVI3E0 • • • • • • (STEEL OR A{.UMI. 1/8" MIN. THICKNESS) • • • • • • • guildmg--Plyi. � with OkFWWa • • • • • • • • Acccpffi,ce14. t =tot O • • • � • • • • � � E.�iraticRDeoe rjppt TYPICAL HEAD SECTIONS • • ••• • BY sdaProduclC�aMr91 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 `\1111111111��� / �ICENSF •9jfi0 �� 7t No. 51393 - ,�0. STATE OF •' (L�C/�� i F< . G� llll q- Z5' FRANCISCO HERNANDEZ FLORIDA PE # 51393 MQnufuctuong, Inc. 1740 W. 33rd Plan Hklmh. Florid. 33012 Ph: (N5)364-9952 3 �� Un O aZa O r�Mz o�o ij80 00 G OF LL r W Z FWT Q `0` z b DRAWING No. HSQ8-01 DATE: C3-14-08 SW; , 2"=1 " SHEET 5 OF 7 C i . •• M Z d •d ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . yt•^��,,. 3/4"MAX.UCR� • c " OR 1" 0Y 2 1/2' MIN. 2 1/2' MIN.` 2 1/2" MIN. 2 1/2' MIN. L 1/4' ULTRACON 1 3/4' MIN. .EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK 1/4" ULTRACON 1 3/4" MIN. EMBEDMENT INTO DR NON -SHRINK NON-METALLIC GROUT MASONRY (FOR MAX. ANCHOR SWING AND NUMBER (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS QF ANCHORS REFER TO ELEVATIONS AND REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS DESIGN PRESSURE CHARTS ON SHEETS ON SHEETS 1 OF 7 AND 2 OF 7) 1 1* 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. TYPICAL FOR SILL ONLY: DETAIL D DETAIL E ATTACHMENT TO PRE -CAST SILL ATTACHMENT TO MASONRY i I \N MIAMI-DARE COUNTYAPROVED �MUWON. (UNDER SEPARATE APPROVAL) II --_:2j MN. 1/4" SMS GR5 THROUGH METAL, (FOR MAX. ANCHOR SPACING AND NUMBER 1" 1/4' SMS GR5 THROUGH METAL. MIN. OF ANCHORS REFER TO ELEVATIONS AND (FOR MAX - ANCHOR SPACING AND NUMBER OF ANCHORS REFER YO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND Z OF 7). DESIGN PRESSURE CHARTS ON SHEETS TYPICAL FOR SILL. 1 QF 7 AND 2 OF 7). TYPICAL FOR SILL DETAIL G DETAIL G 1 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO MULLION (STEEL OR ALUM, 1/8" MIN. THICKNESS) (STEEL OR ALUM. 1/8" MIN. THICKNESS) TYPICAL SILL, SECTIONS • • • z J 2 BY, WWp D BUCK BY ETHERS. NU$T.(iE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE!STRUCTURE. SHALL _BE APPROVED BY _LD_ ING OFFICIAL PRIOR TO 1 " WINDQW INSTALLATION. MIN. 1/4" ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO QLEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL, DETAIL F ATTACHMENT TO WOOD PRODUCT REVISED u Complying wild dw Floods Building Code Ampunon No V-1O .Ofo, y E piretion Dne /� i � E Mi By `\``1111I11111 A/,/// 1A No. 51393 '. O� •. STATE (` \ \\ Ill IIi 11111` q- y5-1 FRANCISCO HERNANDEZ FLORIDA PE 111 51393 Sunshine Vindows MQnufactudng, Inc. 1745 W. 33rd Floc KwWs. Florida 3WI2 Phi (N5)364-9952 j 3 QV Un M O 0 O pnp: LL2..» 0 0 l F WW Z mW S o 0 :21-1(4 n DRAWING No. HS08-01 i DATE: 03-14-08 I SCALE; 1 2"=1" i SHEET 6 OF 7 1/4" MAX. 1 3/4" , 1/4' ULTRACON 1 3/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK ' OR NON SHRINK NON METALUG GROUT Z (FOR MAX. PNgHOR SPACING AND NUMBER 5 OF ANCHORS REFER TO ELEVATIONS AND •• DESIGN PRESSURE CHARTS ON SHEETS �f N 1 OF 7 AND 2 OF 7). pQ TYPICAL FOR JAMBS. N DETAIL H ATTACHMENT TO MA$0NRY 1/4" SM5 ORS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. MIAMI-(JADE COUNTY APROVED �MULLION..(UNDER SEPARATE APPROVAL) F — l II II jl II �I I� I I L ATTACHMENT TO MULLIONS DETAIL \ / 2 MUST WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SMALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. MIN. 1/4' U�TRANC 1 1SPA MIN, PENETRATION INTQ WC (FOR MAX.MA%. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIQN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACHMENT TO WOOD TYPICAL JAMB SECTIONS 1/4" MAX. culu canrc $uphlne VindOWS Mgpufutuong, Inc. 1/4" 5MS GR5 THROUGH METAL 174$ W, 331d Pl- Hw h. R;;i. =12 (FOR MAX. ANCHOR SPACING AND NUMBER Ph: (Nb)364-9952 OF ANCHORS REFER TO ELEVATIONS AND -FpK1(3Q5)828-5118 DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. I Q DETAIL J ATTACHMENT lb METAL STRUCTURE (STEEL OR ALUM: 1/8 MIN. THICKNESS) GLAZING DETAIL 0.090" DUPONT 13UTAQUE PVB OR SIMILAR ' 1/8' H*$IUCONE 1/8' HEAT STRENGTTRENGTHENED . /8" GLASS (TIPICAL) PECORA 898 OR SIMILAR QLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF Q,125" HFAT STRENOTH"D GPMS 1MITIR A M090%INOERLA*0R FILM DUPONT BU`TACITr PVB, BELVELIN :HE*fW& LRE5:0 9GLASS. LAMINATED BY TEdNOG4 OF2•4MI140 • • • • • • • •• ••• •• • • • •• PRODUCT REV1S'r,D • • • • • • ' "-44yiwith & Ff rm. • • • • • • • 13.1p,g C� • • • • • • • • • Fsticl�E)tte �� .. • • sr • •• •• • • • •• •• ••• • • • ••• • • lift, ra -xCFNs No. 51393 - 2 %O_'. STATE OF !L C >; 3 U } U n N d N 0 0 00 of 0 E 2F Z y La N iz II 00 0 1 I O / 11111 11 ``\ �f ` Z 5 - I QRAWING No. HSOB-01 PATE: 03-1 a oB FRANCISCO HERNANDEZ FLORIDA PE # 51393 $GALE; 1/2"=1" SHEET 7 of 7 S 4/11 /2018 BCIS Home Log In User Registration Hot Topics Florida Building Code Online IYtG� 11 Submit Surcharge : Stats & Facts Publications FBC Staff BCIS Site Map Links Search a_Product Approval dbpr:;1 � �.!r USER: Public User Product Agproval Menu > Product or ARolication Search > ARQlication List > Application Detail [� a FL # FL14569-R9 J 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 JELD-WEN •••••• •••• •••• • • Address/Phone/Email 3737 Lakeport Blvd • • • Klamath Falls, OR97601 •••+ •••• •.•.• (800) 535-3936 • • • • • • • • • • • • • • • fbcl@jeld-wen.com • • • • • • • • • • • . • • • • • • Authorized Signature Jason Kantola • • • • •••••• • • • • • • fbcl@jeld-wen.com • • • • • • • • • • • • • Technical Representative JELD-WEN Corporate Customer Service • • • •• • Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14569 R9 Eguiv ASTM E84 Equivalency Letter SS 2017-08-31.pd Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquxTVBjdRcYg%2fDEHWl XNZWydhcl7CZpMvRfMOUwxlktQ%3d%3d 1 /3 4/11 /2018 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved lummary of Products FL # Model, Number or Name 14569.1 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: Product must be installed per manufacturer instructions as stated on drawing 1WO509-03 • • • • • 14569 2 Contours Steel, Wood Edge • Limits 46-4w• • • • • Approved. Qr use in HVHZ: Yes Approved fo• use outside HVHZ: Yes • • • • ImpacPRAdIstant: Yes • • DesignoPmesure: +60/-65 ;•'••i Otheil�•'•• • • • 10/02/2017 10/03/2017 10/11/2017 Description Full Lite Door, Outswing, 6'-0" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI006255-R7 Certificate.p�ff Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R9 II 1W0509-03 Installation.R_Qf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3392.p�ff Created by Independent Third Party: Yes Full Lite Door, Inswing, 6'-0" x 6'-8" Certification Agency Certificate FL14569 R9 C CAC NI006255.02-R3 Certificate,p(ff Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R9 II JW0509-04 Installation.�f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3393.p�f Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R9 C CAC NI006254-R5 Certificate.p�f Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 09/30/2019 Design Pressure: +50/-50 Installation Instructions Other: FL14569 R9 II JW0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3391.122f Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R9 C CAC NI011062 NI011062.01 Certificate. cif Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: FL14569 R9 II JW032012FL Installation. cp tf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3321.12clf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R9 C CAC NI011061-Ri Certificate.p�f Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R9 II JW072012FL Installation.p�f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3322.pd Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjdRcYg°/a2fDEHWlXNZWydhcl7CZpMvRfMOUwxlktQ%3d%3d 2/3 4/11/2018 Florida Building Code Online 114569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R9 C CAC NIO11082-R1 Certificate. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R9 II 5-2104 Installation.p�f Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R9 AE PER3398.12df Created by Independent Third Party: Yes 114569.7 i Contours Steel, Wood Edge i Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R9 C CAC NI011096-R1-NI011096.01- R1 Certificate.psff Quality Assurance Contract Expiration Date 08/31/2019 Installation Instructions FL14569 R9 II 5-2108-01,12d Verified By: Hermes Norero 73778 •r•• Created by Independent Third Party: Yes • • • • • • Evaluation Reports • • • FL14569 R9 AE PER3832. p" • •••• Created by Independent T?iRltr": Yes on Back Next •••••• •••••• • ••r••• • • ••••• • • • 000000 •• •• •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85�22,1 • • • • • • The State of Florida is an AA/EEO employer. �;gRyright 2007-2013 State of Florida.:: Privacy Statement :: Acce�ibility, statement : •RefundStatement • • • • 0 • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to *public-Abcords requ%st, do not send electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please co11t cjj d50.1187.1395. * ursu nt to Sectidi• • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the De ahmen?with an , . t r=ss 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 no y�ish tOsupply 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: El LWV�0;1 iClrcA 0 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEHW1 XNZWydhcl7CZpMvRfMOUwxlktQ%3d%3d 3/3 398 East Dania Beach Blvd. BUILDING DROPS Suite338 Q Dania Beach, FL 33004 A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge ; 6'-8" Outswing Impact Glazed Single or Double 1)6i-.Ilnit ese:ee sees for sees sees.. sees Product Approval • •: •: Florida : Report No. 3392 • • e e Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: sees sees sees.. .. eseeee •*Gees sees sees e s e e e sees. sees sees.. sees.. sees.. sees.. 1— A (Certification) Exterior Door Assembly Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Wood/24 Ga. Steel 74119x 80.75" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 `` %J11iii11i'r `S� DES F. O Prepared by: ��```�ie, ''•• .�'A'�'= Hermes Norero, P.E. • O 7 Florida Professional Engineer # 73778 Date:01/26/2015 T T O Contents: �� '�� '•..,,•••••. •' �� �� Evaluation Report Pages 1— 5 NA1- Digitally signed by Hermes F. Norero, P.E. iieMore o, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.02.09 11:15:53-05'00' //PA\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: sees • . product Dame• ee: sees.. .. sees.. Wpe: sees. sees.. • e e e . e .eeee• e JELD-WEN, inc. Exterior Door Assembly Swinging Exterior Door Assemblies State Product Approval Method (1)(a) • • • • Contours Steel Door, Wood Edge sees.. (Impact) ..:... 74" x 80.75" Date: 01/26/2015 Report No: 3392 sees sees This isVPPoduct Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN inc. • • •� • based ortfVTet� hod 1a of the State of Florida Product Approval, Florida Department of Business and Profess"* Regulation - Florida Building Commission. . . • • • • • • Herrrl&,.Note ro, P.E. does not have nor will acquire financial interest in the company manufacturing .'. or diAribMing the product or in any other entity involved in the approval process of the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW0509-03, signed and sealed by Hermes Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS 015 A Perfect Solution in Every Drop Date: 0 Report No:o: 33 3392 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization # QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • •' • " • TAS 202-94 • ...... .. ...... • TAS 203-94 ...... Referenced Data: .... .... . . • .... .... ..... ...... . . ..... 1. Product Testing performed by National Certified-Testi+ig Labomto*y, Inc. • • • • • • (FBC Organization # TST1589) Report #: NCTL-210-3195-1, Report Date: 01/58/2013 • • • • • • • • • Report #: SJW2011-070, Report Date: 06A0 1141 ; • • • •; 2. Quality Assurance National Accreditation and Management Institute (FBC Organization # QUA1789) 3. Certification Agency National Accreditation & Management Institute, Inc. (FBC Organization # CER1773) 4. Material Certification Miami -Dade RER — Product Control Section NOA Eastman Chemical Co. — Saflex HP Interlayer 5. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 /P/A\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Equivalence of Test Standards: Date: 01/26/2015 Report No: 3392 Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 • Gee* C+ apt. r 35 of the current Florida Building Code references the following editions of the above mentioned test sWdard:: '..' ...... .. ...... .1) ASTMEA4.i19 . . .... .... •.... ;MN1 eview ofttMeabove mentioned referenced standards and editions, it has been found that no significant • tecknicel chaNje9 Piave been made to the test standards that would affect the results. All referenced • standards ha%4G 6;; found to be equivalent. All materials test results meet minimum requirements of the .:.... current;FBC idclLdirig HVHZ provisions. Installation: 0 * 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509-03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes Norero, P.E. Florida No. 73778 Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION C nCCkE.p' CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006255-117 10/14/2005 Structural JELD-WEN 104-3 05/05/2015 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAM[ approved certification label must be applied to the product tp cjairn certification status. Please review and advise NAM if any corrections are required to this document. • • COMPANY NAME AND ADDRESS PRODUCT DESCIU011ON • JELD-WEN Series "Contour Premin steel Dai • 3737 Lakeport Boulevard Double In-Swing/Out-Sw,ijl ;eel Wpm; Klamath Falls, OR 97601 Edge Entry Doors WODI Impact Glass pr ...•.. ODL Allen Frame and Pigdbrh Ultiryate • • • Hurricane Astragal •• • Configuration: XX Glazing: IG-1/8" Tempered Glass/ Laminate-1/8" Annealed Glass/0.090" Solutia Interlayer/l/8" Annealed Glass Frame: W-1880mm(74") H-2108mm(83") Panel: W-940mm(37") H-2007mm(79") DLO: W-559mm(22") H-1626mm(64") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-I/SJW2011-070/W-1556/W-1565 Expiration Date: September 30, 2019 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . JELD- ENe Steel..... CONTOURS STEEL DOOR, WOOD EDGE • 6-8 OUTSWING IMPACT GLAZED SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL! INC. AND • • ENDURA PRODUCTS INC. GENERAL NOTES • • 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUjLS!NG CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOW.MG: TAS 201.94 TAS 202-94 TAS 203.94 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHAD. BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE 1, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REOWREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REOU/RE SHUTTERS DOOR LEAF CONSTRUCTION: Face shoots: 24 GA (0.021' min) thickness. GaWanized steel A-525 commercial qua8ry AKDO per AST1M 620 with average minimum yield strength Fy(ave)•30627µs(. Core Deslon: Expanded po"Wrone with 1.0 to 1.25lbs density, by veld -wen I= Panel Construction: The active and inacthre panels are constructed from 24 GA (0.021' min) ga&wwad steel. The lace sheets at top and bottom are bard 90' over the lop and bottom rafts. The top raft measures 1.0' Ngh x 1.50' wide. The steel bottom raAmeasures 1.21"h1gh x 1.688' wide. The sides of the lace sheets are rob famed into the latch and hinge stiles which measure 1.00' high x 1.688' wide. The interior cavity is riled with expanded polystyrene. The face shoats are glued to the expanded polystyrene. The panels are cut out for the two-piece ODL Aknnkwm ALL.EN frame. Units are glazed with tempered and laminated Impact 1' IG, On double door applications the inactive door is lined with an extruded aluminum astragal of 6063-T5 alloy, manufactured by Endure. Frame Constrodion: The Names are constructed of firgedointed pkre jambe measuring 4.9116' x I.114'. The head jambs are mortised and butt joined to the side Jambs, and attached with three (3) 16GA 7116' crown x 2' bug staples on each side. The threshhold is attached to the side jambs wOh three (3) 16GA 7116 ' crown x 2' long staples on each side. Glazing: ODL Insulated fto is 1' overag thickness, consisting of one (1) pane of 0.125'tempered glass; 0.5' cir spaco: two (2) panes of 0.125' annealed wflh .090' PVS intedayer by So/utia. A8 ftres are sandwiched ,glazed Into the panels. J _ 37 1/2' MAX. FRAME WIDTH 39 3/4' MAX. r PARE� WIDTH 20 1 /r MAX D.L.O. SlNCLE OUTSA(ArC UNIT (X) SCALE: 1/2" —1'-0" 74' MAX. OVERALL FRAME WIDTH 36 1/2' MAX. rPANEL WIDTH W,A5TRACAL 20 1/2' 20 1/2' D 0. D.L 0. o x W INACTIVE ACTIVE a PP. % 0 ° C E O 3 4 3 / 4 n m o to REF ASTRAGAL BOLT ITEM # 12 TABLE I DESIGN PRESSURE RATING APPROVED FOR USE WHERE PROTECTION FOR WATER **XTRATION IS REOURED P06MVE .90.0 PSF NEOATNE -60A PSF TABLE OF CONTENTS SHEET tP DESCRIPTION DOUBLE 0UTS1YLrVC UNIT (XX) SCALE: 1/2" a1'-0" NOTES: i — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR VERTICAL ANCHOR IN 1X BR0ttDRT10)j IN —� MASONRY/CONCRETE. SEE FF/,f�EjAIL: 1 4 1 OPTIONAL IX BUCK IN MASONRY/CONCRETE CROSS SECTIONS I signed by Hermes F. Nuem PE I am spixoOng thh d•cumem CD o O m OkA a ` C N O • aOCOm • m OJ wtON a I. LL k� x SV)aCLU. E ko Y * * om or. EAG p ' T }' cw. tmS. SAFE � auwwG NO.: JW0509-03 FePe ciAflds 9w 1 or 7 MIN. MIN 1 1 /2" -- MiN. EMB. 1/4" MAX. SEE SHIM THK. DETAIL A SHT. 7 1 5 9 30 •'�:� 21 w _ SEE O DETAIL G � a SHT. 6 23 22 O .0 m N x m `a M 21 m 30 �? 28~~ 27 -Y �• 11 1 1/2" MIN. EMB. 1" 1" MIN. MIN '---- 1" MIN. a 1- MIN. 1 /4" MAX. SHIM THK. SEE DETAIL A SHT. 7 tE w w O M 0 m SEE J DETAIL G d SHT. 6 23 22 N N �O . 1" MIN. 1" MIN. Item DESCRIPTION Material 1 2 HEi4D JAMB 1 1 4 x 4 9 16 FINCERJONTILDPNE PIN 3 4 x 4 BUTT HtE 12GA .089 MIN 4 L 5 10 PH HD IT2 MW.EMBED, 6 10 X 2 KLPS FLATWAD WOOD SCREW STEEL 7 f8 X 3 PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 8Xt FLAT STEEL 9 COUPRE5SION WEATHMTRIP O- ON S-650 VINYL 1 OUTSWING THRESHOLD NDURA ALUMINUM 12 ASTRAW THROW BOLT ROD 16 x 18 STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 00, 7 16 CROWN x L 15 KWIKSL'T LOCK S RIES 400 STEEL 16 KMKSET DEADBOLT SERIES 780 STEEL 17 ENOURA ULTIAIA Ht1RR ASTRAGAL ALUMINUM 57RIKE PLATE ON BOTTOM SfL 19 2m WOOD BUCK WOOD 20 T NON P _ I N M DO 9995 SI ONE SEALANT SIJ 22 1 ACT BLY 18 TEMPERFD CLADSCLASS 4 3 8 LAMWA AN G 25 LOCK OCK x I LG TOP Ran LVL LVL 0 M RNL 2 1N GALVANI2 DMEL) STEEL 28 DMANDED POLYSIYRDE 1.0 To 122s DDSRY BY irb-OD) FOAM 29 sm 000R PANEL Y W LNIERNL 24CA GALV A-525 CW EMk OU4IJTY 0.021- LIIN THICK. STEEL 30 N L'M AUUMiY 31 lVL l LYL 33 4877. 2 PHILLIPS THEAD S EW STEEL 4 3 16 IIW TAPCON WITH 1.25 WN. YENi STEEL 35 1 OPTIONAL Ix WOOD SUCK wvw 1. . . . . • 1 34 • • • • • 19 • • • • • • • • • • • • �? • • mow• • ��r- i ytiN. 1" MIN. B VERTICAL CROSS SECTION TYR 3 2 CONCRETE INSTALLATION SCALE. 6" =f •-O" . • • . • • • . . . .. .• . . . •. •• • • 0 000 0 0 0 000 NOTES: FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & #34). SEE SHEET 5. FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 111 F. 0 m yam•-rn ��cvm O m O N N A" yONO c m Ln � oOmm O-� a3NN A oLL �r=.,L x _C WaLL E tjot tu —NZ 2 Sic ~s W o;a wW W?p>• UO bb OW h p 40 W-c-AS NOTED W- Or: EAG cNx. •r:S. SAFFEL oRAwre NO.: JW0509-03 suer OF 2— . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 1/2- MINA- SHIM SEE DEVIL A 1. ME M7 • 5 • • • 22 • • • • MIN. • • • • • • • • • • �F • • • • • •• ••• • • AIL G ••6 • �✓ 9 30 21 21 23 n .Ani�r,r:c • i�iDR • •Tri a c I v jwA` ® m m O , AL .MSS S M-1OA' TER $ (SCAL . 6- - •-0-) _ 1 1/2• 1 1/4 SHIM MAX.��Mkl. s . SEE DETAIL A SHEET 7 1' o �T Mmo'-rn 02 in o Om 0MN Ri a `�.}f��•i T�")r:tl1-r �•• 1-co 6 MIN. 0N0 Ln d n0°o^ 7.4 cc LL x co m m all. 29 4 A 3 20 ]C u -a l HORIZOATAL CROSS ShCTWV TYP. v I000 issruO now (scAL&, 6--T'-o-) W 1 1/4' MIN. EMB. — 1/4' MAX. J 00� W N Op S 2 1 SHIM —I 1. SEE DETAIL A Mkt. 3 F 8 SHEET 7 I• MIN. Q Q Y g o V) n� 37 W3o O: • • -la M1N. yj�0 Z ;Lf•.�Y�fJ':yl�'.i\y; aOW coo 0: a a fJOR/ZOA7AL CROSST St17ION TYP 6 3 cloNvcRsrs 1A�srALUTioN (scAta� s- �T •-o•) -NOTES Q ASTAGAL FASTENER SPACING OETAD, F. SHEET & (TOTAL OF 14 SCREWS). [D LATCH AND OFADDMT E PLATES MOUNT TO Asm4r4L WITH E NUT PLATES. BOTH PLATES REOOIRE IS X 3• PFYWPS FLAT WOW SCREWS. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16• IIIY BUBDEX TAPCON. FUR MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS /5 t 134), SEE S. ACTIVE © FOR HORIZONTAL ANCHOR IN IX BUCK OPTION IN MASONRY/CONCRETE SEE SHEET 4 FOR DETAILS. ���\\t1111,t1�1yI/� ANCHOR CM BE RAM W NARROW SECTION. OEJIFAD�IF'• LUM •7gNt"G AS EMBEYMIENT IS ACHMM. �G U * * - T �' & Dwr, eY EAG ax. uy:S. SAFFE DRAVAC NDa JW0509-03 1/4' MAX. SHIM THY. 1' MIN. diQ • • • \a • ••• • 1' M01. • --I i" MIN. • • • 1• 1- MIN. 2 A • L CA0SS _ SECTION TYP_ • • 4 OPSRAT/AC UNIT !X BUCK • • • OPTION IN IIASONRrIWACRETS • • • (SCALE` 6"-I'-0-) : : • . • • ••• C( 1� MIN. MIN. J� AMUZOICAL rp 2 B 4 OPSRATIAC UNIT IX BUCK OPTION IN 1/ASONRY/tVACRETS (SCALE.` 6" =/'-O") 1 1/4- IN. EMB. 1/4' MAX. -1 rr}�SHIM NA ✓' i�.l / SHEET 7NL , 1 1/4- MIN. EMB. W77UN IN AfAZUNn7/GVM XATA RICNT MACS SBU M LSfT MACS OPPOSITE SNOI'N (SCALE: 6--1'-0-) 0 m N� ao O m O M N Q z ,N O 0122 co U7 SEE n Q Goo coo DETNL C � Y ^ ^ 0 J to - ! J OnLL x 1c��c Co t9 CLLL EXD2 Jg X 1 W Lu z 1- MIN, 4Nit gg ' � it 3 + Lr as wz > IMIN. O 4j Z NOTES: ,� FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (REMS /5 k 134). SEE SEE OETAL A SHEET 5. ON SHEET 7 Fl> OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF +,(�tDNM WR,AS LONG AS MWY(UM EMBEDMENT Is ACHIEVED. _,-` ,GS F. Nn N/- 1 /4" )—Oj MAR. sHlu 1:1/2 MIN. EMB. WONA! MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• t1: = oK r+S. SAFFELL (v ` N MNG NO.: JW0509-03 n %m 4 or 7 :o . . ... . . . ... .. .. . . . .. .. . SEE DETAIL B 2 • • • • • • . • • • 2 SHEET 6 i i • SEE• DCTAt 8 • • • • • • • • • SHEET•5 a • • . • • *SEE DETAIL• A * • 1 Fa 8" 6" • SHEET 6 • io 6' � 12 1 /2" TYP. 6"1 FJ Wb I • • I1 • • I I I I • • • 5 •,. • S.. co 47 • • • • 5 - 4 - a ° M TYR 4 SEE DETAIL D N A �P• " ,�� SHEET 6 cli A 8 tO co C C '� to M � � O n ^ 3 n n M 0 5 TYR M b • � i _1 6' 37 1/2' 11 ANCHORING LOCATIONS OUTSIIING SINGLE UNIT XJ SCALE:- 18" =1 -0" n 5 TYR to 1 I I I 1 SEE DETAIL A SHEET 5 6" 12 1 /2" TYP. 6" --� 74" ALL DOOR MODELS AREVIEW D 1 I 18 FROM THE INTERIOR SIDE SEE DETAIL E SHEET 6 DETAIL A BETAIL B SCALE: 3" =/'-O" SCALE: 3" ->'-O" ANCHORING LOCATINN$' DOUBLE' OUTSWING UNIT XX SCALE: I/P" => •-0" 0 m y��•-rn SEE DETAIL 8 02 5 O CD CO) OfSHEET A• d a o n0co00 S Q y r r iobb QrLL-- °D co x '"� maLL n n S E M co to a Y W ory � $tea 3U i L � gym �Q W'?o • zo �o i pal j z SEE DETAIL A o W a SHEET 5 coo b (/J a a s&1115r EAG cw. S. SAFFELL JW0509-03 s+W 5or 7 I 4 9/16" —{ ` DETAIL A —HIAVE MOUNTING DETAIL SCALE' 3" -P-0" 3/8" ASTRAGAL RETAINER SOLT HOLE THRESHOLD/MASONRY x 1-3/8" DEEP E' DETAIL E AC,�TRAGAL RETAINER STRIKE PLATE FOR SILL SCALE• 3" =1'-O" ANCHOR O EXTERIOR SIDE EXTERIOR 2 13 7 34 2 O O � 0 i� INTERIOR 13 DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME/MASONRY x 1-3/8" DEEP [( AM ®mo DETAIL B DETAIL C THROMBOL•T STRIKE PLATE- FOR HEAD STRIKE PLATES TO JAMBS SCALE: 3" =1'-0" SCALE: 3/8" -1'-0" M 1" eo e t` ao s e Do r � O cl e ' : a� P. 0 e0 1" • • JlArozb F1-:EIiDG•K)1 AS.:R•AGAL • .•AS•TEl✓ER SPACYAG US[P YBx1" PPH A'S • • • ' '�+T "' SCALE: NTS • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 5/8" GL BITE E�', - 001, S" E_m DETAIL D STRIKE PLATES TO ASTRAGAL SCALE. 3/8" -1'-0" 1/2" x 1/4" CU-D SPACER Y V1 1/8" TEMPERED GLASS U -Y_ - 1/2" AIR SPACE DETAIL G - ODL GLAZING DETAIL ISULATED CLASS SCALE: B" =1'-O" INTERLAYER BY SOLUJTLA — 1/8" ANNEALED %% cS F.I AX"',. m >cvm O m o O m N O Co Lo GO.7co s co m Seo maLL E Y srJurAS NOTED EAG p T-T - a�x •Y:S. SAFFELI EW-f Age Z.olA raj • JW0 509-03 3rwc fu � sr¢r 6 a L 4 9/16" -{ n - 2 3/16" --� ' 1POOD JAMB FINCERJOINTED PINE SCALE.- 6" =1'-O" 2 r 2 112- 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 4' • . • • • • • • • • • • 9/16" O O O �- 1/16" (14in), s • • • • • • 0 0 Soo so @4z4z12 CA. �n�COA1PRESS/ON AEATHERSTR/P SCALE. 6" =1'-O" 0 4 -650 SCALE. 6" =1'-0" %3 LER 6— PLATE J rr "SCLNUM ASTRAGAL �r 5 LOCK BLOCX — J -- SCALE 6" =1'—O" SCALE 6" =1'-0" SCALE." =1'-0" 18" ASTRAGAL BOLT MAT - C/R STEEL ROD 12 LOIY CHROMATE I ��- 4y 9/16" -I n @OL=IP/NC THRESHOLD (ENDIIRA) SCALE• 6" =>'-O" 3/16' � 13f TOP RAIL (LVLHINCE STILE VL)LATCH STILE LVL SCALE. 6" =1'-0" io H 3/16" C-SINK. f-- NOTE �_ 1-USE J10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD do JAMBS. / 2-USE M8 x 2 1/2' PFH WOOD SCREEN WHEN INSTALLING INTO MULLIONS. / 3-USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. i 5/16" BOTTOM RAIL 27 f/N. CALV. SCALE.• 6" =1'-0" r 2 112- 1 ® On 1 3/4" ASTRAGAL SILL PLATE .8 SCALE• 6" =1'-0" ODL ALLEN FRAME �ovn/� 069 TS �/ SCALE 6" =1'-O" _1111`6S F'Nn�///i_ 0 Na��rn O m O N N N O O co Ln OOCDOD Y � � O NN F n LL t = c m erg tDaLL E ]G L 0 a �1 U aT.;' o `++ EAG axe+:S. SAfFl Ile J. MGM .04 Antk Fvc c 10t JW0509-03 SHM 7 of 7 PA110 REVISIONS BY I DATE I No A.Q.C. I — SCALE: 1 8 =1 -0 f--: / 3 II IL — I II R II 1 m AMORES QUALITY CONSTRUCTION I Fernando Marquez, P.E. GENERAL (CGC1516610) 904 ENGINEERING (UC No. 73987) MECHANICAL (CMC1249813) 12095 NW 44 ST, SUNRISE FL 33323 PLUMBI FC1427116) CONTRACTOR TEL: (754) 245-1623 1000 SW 170 ST. ^I FL, 33157 COPYRIGHT RESERVED: THESE DRAWINGS AND DESIGNS ARE THE PROPERTY OF FERNANDO MARQUEZ, P.E. AND SHALL NOT BE REPRODUCED WITHOUT HIS WRITTEN CONSENT. r— -- 4----- — — — EXISTING DRIVEWAY (PAVERS) I I I NE NTRY (P ) I I I I I I I I ONE STORY CBS RESIDENCE No. 1240 T-Y {- d I 1 1 I I I + I I I I I I I I I I EXISTING EEN AREA I I I � I I � I I I I I I I I I I I I L--------- t----------i SITE PLAN SCALE: 1 32 -1 -0 SEAL 0 Z C t` J C7 LU Z < CODE COMPLIANCE FLORIDA BUILDING CODE 2017 (6th EDITION) NOTES• WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTI FOR NEW CONSTRUCTION, MODIFICATION, OR REHABILITATION, CD CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS SHALL BE ICJ SUBMITTED, REVIEWED, AND APPROVED PRIOR TO START OF — ANY SHOP DRAWINGS SUBMITTED ARE CORRECT AND IN LU COMPLIANCE WITH THE APPLICABLE CODES AND STANDARDS. J Z n C Z3Z LU Cr ON WORK. THE CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE. THE FOR HAS THE RIGHT TO PROMULGATE RULES THAT MEET THESE REQUIREMENTS AND REVIEW DOCUMENTS AND SHOP DRAWINGS FOR APPROVAL. • • • • REVIEW AND APPROVAL OF THESE CONSTRUWON • DOCUMENTS BY THE FOR DOES N4T REL%VE THE 4P1bCICANT OF • THE RESPONSIBILITY OF COMPLIANCG•IMTH•THE CODE• • • • WHEN REQUIRED BY THE EOFt r.EQISED CONSTRUCTTdN • DOCUMENTS OR SHOP DRAWINGS GNAL\aBE PREPARED•AND • SUBMITTED FOR REVIEW AND APPROVA TO ILLUSTRATE • CORRECTIONS OR MODIFICATIONS p{E•GE %ATED By•F1EZG• • CONDITIONS OR OTHER REVISIONS Wo"ROVED Pfs &,* • — ALL WORK PERFORMED UNDLR't ;ERMIT $1A4 Et IN • ACCORDANCE TO THE FLORIDA BUWOIN6•CODE AND•ALL•OTHER • APPLICABLE GOVERNING CODES AI D r� jU..ATIONS HANG JURISDICTION. • • • ALL WORK SHALL BE PERFORMED I •A PROF• SIMIQRL • WORKMAN —LIKE MANNER AND IN 4CCC&D4NCE T6 BEST INDUSTRI PRACTICES; ANY WORK NOT CONFORMING•TO THESE 6TANDARDS • SHALL BE REJECTED BY THE ENGINEER AND CORF%CJM SY THE CONTRACTOR AT NO EXPENSE TO OWNER. '4 ALL MATERIALS FURNISHED BY CONTRACTOR SHALL BE NEW 2�i!M SHALL BE STORED IN A MANNER, PROTECTED FROM DAMAGE ADAMAGE NO FROM THE ELEMENTS. ti SCOPE OF WORK h THE SCOPE OF WORK UNDER THIS DOCUMENTS SHALL BE EXTERIOR ALTERATION LEVEL OF ALTERATION 2 1. EXISTING MAIN ENTRANCE DOOR TO BE DEMOLISHED AND OPENING TO BE CLOSED. 2. EXISTING WINDOWS TO BE DEMOLISHED AND OPENING TO BE CLOSED 3. EXISTING PLANTER TO BE CHANGED, ACCORDING TO LAYOUT. 4. WALL TO BE OPEN FOR NEW ENTRY DOOR AND WINDOW. 03 2018 LEGAL DESCRIPTION E 20 FT LOT 29 & LOT 30 LESS ELY 5 FT BLOCK 2 "WATERSEDGE" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 9 AT PAGE 141 OF THE PUBLIC RECORDS OF MIAMI SHORES COUNTY FLORIDA. FOLIO # 11-3205-001-0540 INDEX OF DRAWING LA-1 FLOOR PLAN & SITE PLAN 2 ELEVATIONS EXTERIOR RENOVATION IN SINGLE FAMILY CLIENT: DANIEL OCARIZ PROJECT LOCATION: 1240 NE 91 TER. MIAMI SHORES, FL. 33128 Date APRIL 2018 Scale NOTED Drawn AQC Sheet M •r•• EAST ELEVATION (LEFT ELEVATION) SCALE: 1 8 -11-0 EXISTING WINDOW LAILRIIA< VIM TL J VIItH1 I_ PLANTER (TO PATCH EXISTING) NORTH ELEVATION (FRONT ELEVATION) SCALE: 1 8 =1 —0 ._rjA N—m ■—m _$ mm 0. +12'-11" r-----__----- I I I I I II I EXISTING WINDOW I 11 I I II I I kxjsTING WINDow EXISTING MINDOW �'TO BE FEMOVED �AN MP RENOVET I Wp aPIBaHc TD AND OPENING T? BE CLOSED PE CLOSED L-----------� L — J TOP OF TIE BEAN FINISH FLOOR r EXISTING WINDOW - PLANTER -EXISTING WINDOW ` EXISTING OPEN LOUVERED EXTERIOR VINYL SHUTTERS AMORES QUALITY CONSTRUCTION I Fernando Marquez, P.E. GENERAL (CGC1516610) 904 ENGINEERING (LIC No. 73987) MECHANICAL (CMC1249813) 12095 NW 44 ST, SUNRISE FL 33323 PLUMBS (CFC1427116) CONTRACTOR TEL: (754) 245-1623 1 0 SW 170 ST. MIAMI FL, 33157 QAIL.COM COPYRIGHT RESERVED: -6711 THESE DRAWINGS AND DESIGNS ARE THE / PROPERTY OF l FERNANDO MARQUEZ, P.E. l / Z Vq 5 AND SHALL NOT BE REPRODUCED WITHOUT HIS WRITTEN CONSENT. NEW DOORS SCHEDULE No. LOCATION Ty. SIZE TYPE MATERIAL FINISH REMARKS MIND LOADS WIDTH HEIGHT T/YCK ZONE l ZONE 5 HOA ENTRY 1 S'-0" 6'-6" I 1 W SWINGING I STEEL -GLASS I PANT I FL LM4569.1 1 +36.1/-39.3 1 +36.1/-47.2 +60/-60 •• NOTE GLAZING N SUDNG k SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 S.F. PER R4410.2.3.1.3.1 OR CAT N IF GREATER • • THAN 9 S.F. PER R306.4.1 • • f • • NEW WINDOWS SCHEDULE ••••b• •• SIZE •••••• i No WINDOW QTY. TYPE MATERIAL FINISH LOCATION REMARKS WIND LOADS WIDTH HEIGHT MARK go** • 01 FLOOR PLAN NOA ZONE 4 ZONE S. • •VOA • • 1650 (XO) I 1 1 74' 1 36 W HORIZONTAL SLIDING ALUM -CLASS CLEAR LING ROM • KITCHEN 17-1017.06 +37.6/-41.0 +V /-50.6 +65/-53 WINDOW NOTES • • • • • 1.- GLAZINGINSUGWG k SWING DOORS SHALL BE SAFETY GLAZING CAT. I IF LESS THAN 9 IF. PER R4410.2.3.1.3.1 OR CAT I IF GREATER 'AsA 9• • • • • i S.F. PER R306.4.1 2.- ALL EXTERIOR WINDOWS SHALL BE A PRODUCT APPROVAL AND INSTALLED ACCORDING TO APPROVAL FOR SEPARATE PERMIT. i • • • • • • 3.-ALL EXTERIOR WINDOWS SHALL BE CODE REQUIREMENT FOR SECURITY AND FORCED ENTRY. • • • 4.- WINDOWS SIZE WAY VARY DUE TO DIFFERENT MANUFACTURES AND THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE OPENING SIZC WITH • • THE MANUFACTURED SELECTED. • • • • • • S.-GLASS PANEL ADJACENT TO DOORS (WITH 46") MUST BE INDICATED TO BE CATEGORY N SAFETY GLAZING. ( FBC R308 k TABLE R306.3.1 VI). GLASO IN WINDOW ADJACENT TO TUBS AND SHOWER COMPARTMENTS MUST BE CATEGORY I SAFETY GAZING. • • • (FBC R306 k TABLE R306.3.1 (1). GLASS IN BATH AND SHOWER ENCLOSURES MUST BE OF CATEGORY N SAFETY GLAZING (FBC R308 • TANL• R3093.1(1) • • WINDOW NOTES: CONTRACTCR SHALL EXERCISE CARE UPON INSTALLATION OF WINDOWS SO AS NOT TO SCRATCH OR DAMAGE GLASS OR FRAMES. ALL STOREFRONT FRAMES SHALL BE PROPERLY CAULKED WITH ACRYLIC CAULK IN A COLOR TO MATCH WINDOW FRAMES. ALL STOREFRONTS SHALL COMPLY WITH DADE COUNTY PRODUCT CONTROL DIVISION APPROVALS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH REGUIRED ENGINEERING AND CALCULATIONS FOR RENEW BY ARCHITECT, PRIOR TO MANUFACTURING OF UNITS ALL STOREFRONT FRAMES SHALL BE SECURED TO THE STRUCTURE AS REOURED BY THE ENGINEERED, APPROVED SYSTEM. ALL NON -IMPACT STOREFRONT PANELS, WINDOWS AND LOUVERS SHALL BE PROTECTED BY A SHUTTER SYSTEM APPROVED BY PRODUCT CONTROL, SUBMIT SHOP DRAWINGS FCR REVIEW. SAFETY GLAZING SHALL BE INSTALLED N ALL WINDOWS THAT HAVE A DROP OF MORE THAN 30" ON THE EXTERIOR AND A SILL HEIGHT OF LESS THAN 36" A.F.F. SUCH GLAZING SHALL COMPLY WITH SECTIONS 2405.2.1 OF THE F.B.C. LATEST ED. SUCH GLAZING SHALL BE CATEGORY N. CONTRACTOR SHALL SUBMIT DOCUMENTATION OF COMPLIANCE WITN F.B.C. REOUIREMQRTS FOR SAFETY GLAZING IN ALL VROOWS INSTALLED WITH A DROP OF MORE THAN 30" ON INSTALL EXTERIOR. CONTRACTOR SHALL ALSO STALL A HORIZONTAL BAR 42" A.F.F. ON ALL SAID WINDOWS. IF REQUIRED. GLAZING NOTES: (FOR DOORS AND WIDOWS) IMPACT GLAZING AND SAFETY GAZING SHALL COMPLY WITH F.B.0 2014 AND OESGR WIND PRESSURES INDICATED IN STRUCTURAL DRAWINGS. ALL WINDOWS WHERE SILL 15 LESS THAN 36" A.F.F WITH A DROP GREATER THAN 30" ON EXTERIOR SHALL HAVE GLAZING TO WITHSTAND A LATERAL LOAD OF 200 U3. APPLIED IN ANY POINT AND IN ANY DIRECTION, IN ACCORDANCE WITH F.S.0 2017 STRUCTURALREVI W APPROVED DATA/ Y SEAL -AREA OF GEAR OPENING x 5.6 S0. FT. Z EGRESS WINDOW NOTES: IN AN OUTSIDE WINDOW OPERABLE FROM THE INSDE. TIME NODE OF OPERATION N SHALL NOT REQARE THE USE OF A KEY, TOOL. SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR, OPENING SHALL HE NOT LESS THAN 20" IN WIOTH, AND 42" IN HEIGHT, L.I. 20 AND 5.6 SO. FT. IN AREA THE BOTTOM OF THE OPENING SHALL BE NO MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO L PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 34" ABOVE Z THE FINISHED FLOOR. AS PER SECTION 21-2.2.3 OF THE 1994 ED. OF NFPA. 101 i (INSIDE LOOKING OUT) M v TOP OF FIN. FLOOR ELEV. 0-0" EGRESS WINDOW DETAIL (HORIZONTAL SLIDING) NOT TO SCALE EXTERIOR RENOVATION Date APRIL2018 IN SINGLE FAMILY State NOTED Drawn AQC CLIENT: DANIEL OCARIZ Sheet PROJECT LOCATION: 1240 NE 91 TER. MIAMI SHORES, FL. 33128 1 A-2