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WS-16-1732WS%1132. *hi( 3/j'.912- J el��i silail/d /(40-1-04-1' • Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1208 NE 95 Street Miami Shores, FL Parcel Number 1132060144100 Block: Lot: Owner Information Address ar Rep' :'APPROVED Expiration: 01/20/2018 Applicant Phone PEDRO L)iE MELLO PEDRO DE MELLO 1208 NE 95 Street MIAMI SHORES FL 33138- (305)753-5504 1208 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) ALL COAST BUILDERS LLC Phone (786)299-2807 CeII Phone FValuation: Total Sq Fee,.: Type of Work: NEW SLIDING DOORS, FIXED IMPACT GLA No of Openings: 3 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $152.80 Pay Date Pay Type Invoice # WS -6-16-60289 07/24/2017 Credit Card 06/22/2016 Credit Card Amt Paid Amt Due $ 102.80 $ 50.00 $ 50.00 $ 0.00 Cell Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the pros ar authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my age.nt, ser✓ants, or em^'cye: I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ce ' the foregoing information is accurate and that all work will be done in com ,fiance with all applicable laws regulating construction, Hing. Futhermore, I authorize ove-named contractor to do the work stated. July 24, 1.017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy July 24, 2017 Date 1 Nso 93:A ce e Miami Shores Village 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 E BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33 / 38' Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flj Zone: RECEIVED J.N222016 BY TLQ FBC2O�`�' 4. ►1 Master Permit No. VNI S L r93Z Sub Permit No12-0- 1I -13q 5 EXTENSION ❑ RENEWAL ❑ REVISION 957'1*ST- CHANGE OF CONTRACTOR 0 CANCELLATION ❑ SHOP DRAWINGS BFE: FFE: OWNER: Name (Fee Simple Titleholder): PQ d,tc9 Ch. Phone#:3 cS "9 -6500 Address: 10t kU E � $7,4 ST L J city:iAJA t S`t tOZ-6.5 State: 1 C� Tenant/Lessee Name: Phone#: Email: A r /^ / Q CONTRACTOR: Company Name: LL. cots i U (� �� l U�hone#: 2 / 9-a70 Zip:3— Address: b 4t L �3S W /�j T I+ Sl—I City: � ( �' ,.�� �� f I //(� nn ,,t /� State:f-FL_ Zip: Sz /55 Qualifier Name:MA `V U -37'49 �Tb / State Certification or Registration # C. S 1 4/ 13 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: jValue of Work for this Permit: $ 0Z 20o. c)V Square/Linear Footage of Work: Phone#: w6 `d 91/-Q Type of Work: ❑dition ❑ Iteration ❑ New n Repair Replace CIDe olitionaeTiption of WIrk: ititt) Libeiri:. Ibf A .(:4‘6) ,2 74:"( )(c iiirit ee, 9 Specify color of�`color thru tile: Submittal Fee $ GV > Permit Fee $ I ' CO CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ (02-' SO (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 commence ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign OWNER or AGENT Thjoregoing instrument was acknowledged before me this day of (:).6,0.. , 20 /b , by cb1&01Z( w. CDE t V t ho s personally known to me or who has producedF�- identification and who did take an oath. NOTARY PUBLIC: Sign: --Th' Print: c\ j 4-\ -t'�_J) Q tE" Seal: **************** APPROVED BY (Revised02/24/2014) Notary Piluic .State of Florida Sindia Alvarez My Commission FF 156750 Expires 09/03)2018 Signature CONTRA sR The foregoing instrument was acknowledged before me this day of SUN , 20 � , by MANlL �N70 N (a�J 4:\&is personally known to me or who has produced -ft-- t- UtS s identification and who did take an oath. NOTARY PUBLIC: Sign: l~ Print: Seal: Notary 7ublic State of Florida Sindia Alvarez ,9'c � My Commission FF 156750 Fzit0Fvt. Expires 09/03/2018 *VP" *********************************************************** )2 Plans Examiner Structural Review Zoning Clerk ALL COAST BUILDERS, LLC Date: 6/2Z/20 ( G State of IUDs Dr' County of Mt AM t :OWE Before me this day personally appeared -klc�i® who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: (Zc NR. Sworn to (or affirmed) and subscribed before me this 2:2 -day of 0 I- . 20 16, by gm\JOti- kliC)616 Personally know OR Produced Identification Type of Identification Produced i1Z1 J LU Print, Type or Stamp Name of Notary ,�p�Y no® NotaNPi.thiic state of ci°'�'s� o Sinctia Ahravez e My Commission FG 156750 i Expires 09'03!201 9 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatu Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day ofd , 20 . By 4Q v - 1 '" `who is personally known to me or has produced as identification. Notary: SEAL: Notary Pub!ir :ier+te of Florida 4 Sindia Alval.az MAxpireV Cors:;mnvici0:tl'�;�.;:z pF18 156750 W e@' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: it/Owner Signature Date Print Name Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date:03-20-2017 Process No: 16-1732 1. Provide legible 11x17 notice of acceptance for N.O.A 12-0320.10 Ismael Naranjo, BO, CFM Building Director. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date:03-20-2017 Process No: 16-1732 1. Provide legible 11x17 notice of acceptance for N.O.A 12-0320.10 Ismael Naranjo, BO, CFM Building Director. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 06-24-2016 PERMIT NUMBER: 16-1732 1 BUILDING CRITIQUE 1. Provide legible 11x17 notice of acceptance. 2. Provide wind pressure calculations signed and sealed by a state of Florida license engineer. Ismael Naranjo, B.O, CFM Building Director DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd 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). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that This product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2009-9H" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No: SGD 14, titled "Series 2009-911 Aluminum Sliding Glass Door (L.M.I.)", sheets 1 through 11 of 11, prepared by manufacturer, dated 09/05/14 and last revised on 07-22-15, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Sheet 1 for Design Pressures and Pairs anchors requirements at frame jambs, intermediate anchors at head and sill (excluding cluster) and applicable to all sizes. See Pairs interlock/astragal clusters (Tot 8 -anchors) detail Head or sill in Conc. / Metal or Wood substrates in sheet 1, applicable to all configurations in sheet 2. 2. See sheets 3, 4 and 5 for full length steel reinforcement requirements at interlocks/astragal. Fix panel jamb full length clip item #11 to be secured with (2) item #29 from 4" corner and 14" OC. 3. Head and sill installation is limited into concrete and jambs may be into concrete or grouted masonry blocks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 perfonnance 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 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.m la mid ade.govieconomv MIAMIDADE COUNTY APPROVED NOA No. 14-0926.17 Expiration Date: September 24, 2020 Approval Date: September 24, 2015 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No: SGD 14, titled "Series 2009-91-1 Aluminum Sliding Glass Door (L.M.I.)", sheets]. through 11 of 11, prepared by manufacturer, dated 09/05/14 and last revised on 07-22-15, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 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, TAS 202-94 along with marked -up drawings and installation diagrams of OXXO & X000 Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7663 dated 07/10/14, signed and sealed by Idalmis Ortega, P. E. Note: This test report has an addendum letter dated July 21, 2015, issued by Fenestration Testing lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014, dated 09/05/14 and last revised on 07/22/15, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co.) for the "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/18. li. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, dated SEP 05, 2014, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part of the above referenced test report. 3. E-mail RER verification test agreement by Sunshine Windows, dated Sep 11, 2015, signed by Noel Martinez, Assistant Manager. G. OTHER 1. Test proposal dated 03/06/14, approved by Jaime D. Gascon, P.E. X.04.41. C..Lot K, 104 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0926.17 Expiration Date: September 24, 2020 Approval Date: September 24, 2015 GENERAL NOTES: I.- THIS PRODUCT MEETS TME REQUIREMENTS OF F80 5711 EDITION (2014). 2.- SHUTTERS ARE NOT REQUIRED. 3: REFERENCE TEST REPORT FR -7663 DATED ON 7/10/2014. 4.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS ON SHEET 2 'AMU 9 5.- TX OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 6.- WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G = 0.55 OF GREATER DENSITY. 7.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWNO REQUIREMENTS: - CONCRETE STRENGTH Fc'28 = 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8 -NCH THICK. NORMAL WEIGHT BLOCKS WITH A 6910MUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Fm - 2000 PSI MIN. 6.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT 8E LESS THAN 1/8'. ALUMINUM SHALL BE 6063-96. 9.- ALUMINUM IN CONTACT WIR1 DISWIIM MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). 10.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 1/8' THICK. STEEL SHALL BE Fy = 36 KSI MIN. 11.- FALSE COLONIAL STUNTINS CAN BE SURFACE APPLIED. 12.- USE NON -SHRINK, NON-METALLIC HYDRAUUC CEMENT GROUT PER ASTM 01107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 13.- GLASS: 7/16' NOMINAL LAMINATED GLASS COMPOSED OF (2) 3/16' HEAT STRENGTHENED GLASS WITH 0.09' DUPONT SENTRYGLAS INTERIAYING FILM. 14.- GLASS SHALL PENETRATE 0.904' INTO THE ALUMINUM FRAME POCKET AND WILL BE SECURED WITH DOW 699 SILICONE SEALANT ON THE INTERIOR AND VINYL BULB 3025 ON 1T$ EXTERIOR 15.- DOORS SHALL COMPLY WITH EGRESS REQUIREMENTS OF FTC 5144 EDITION (2014) AS APPLICABLE. INDEX OF DRAWINGS: 1 OF 11 - GENERAL NOTES, INSTALLATION NOTES, DESIGN PRESSURES CHART. AND INDEX OF DRAWINGS. 2 OF 11 - ELEVATIONS OF APPROVED OONFIQURATIONS. 3 OF 11 - DOOR HORIZONTAL CROSS SECTIONS. 4 OF 11 - DOOR HORIZONTAL CROSS SECTIONS. 5 OF 11 - DOOR HORIZONTAL CROSS SECTIONS. 6 OF 11 - DOOR VERTICAL CROSS SECTIONS, GLAZING DETAIL, AND FRAME AA PANEL CORNER DETAILS. 7 OF 11 - TYPICAL SECTIONS AT HEAD. ATTACHMENT TO DIFFERENT SUBSTRATES. 6 OF 11 - TYPICAL SECTIONS AT ,IAMBS. ATTACHMENT TO DIFFERENT SUBSTRATES. 9 OF 11 - TYPICAL SECTIONS AT SILL. ATTACHMENT TO DIFFERENT SUBSTRATES. 10 OF 11 - BILL OF MATERIALS A110 PARTS DETAILS. 11 OF 11 - PARTS DETAILS. DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART NOMINAL PANEL. WIDTH IN INCHES FRAME HEIGHT IN INCHES NUMBER OF PAIRS 011 ANCHORS - -- DESIGN PRESSURE (PSI') LAME CLUSTER AT BACH INTERLOCK ANn((1R ASTRAOAI INTERMEDIATE AT HEAD AND AT SILL IF.XC1.117FS AN(140RS AT el.1ISTFRS) OX OR XX ( , CWSTER) X00 OR OX0 (2 CWS104S) OXXO OR X000 (3 PATERS)EXT. (+) INT. (-) 24 81 1/2" 7 4 4 5 6 80.0 90.0 30 4 4 5 6 36 4 6 8 10 48 4 6 9 12 24 96 8 4 4 5 6 30 4 4 5 6 36 4 6 8 10 48 4 6 9 12 24 109 9 4 4 5 6 30 4 4 5 6 36 4 6 8 10 48 4 6 9 12 IMPORTANT NOTES: ON THIS CHART ARE FOR ALLOWABLE STRESS DESIGN. WIND LOADS CALCULATE') AS DETERMINED FROM ASCE 7-10 OR IBC 2012 ARE PERMITTED TO BE BETWEEN THE ACTING WIND LOADS AND 114E DESIGN PRESSURE OF THE UNITS. - 1 1/2". THE DESIGN PRESSURES SHOWN BASED UPON 'ULTIMATE WIND SPEED" MULTIPUED BY 0.6 FOR COMPARISON PAWL HEIGHT a FRAME HEIGHT CENTER UNE. (3 ANCHORS) USE FOR AND SILL AT ASTRAGAL AND / OR INTERLOCK. CLUSTER DETAIL GENERAL NOTES, INDEX OF DRAWINGS, DESIGN PRESSURES CHART, AND INTERLOCK ANCHOR CLUSTER DETAIL 4 DOUBLE ROWS (CLUSTER OF 8) OF 5/18' ULTRACON IN CONCRETE AND WOOD OR 1/4' KWIK FLEX OR DRLL-FLEX OR 5 SELF DRILLING SCREWS IN METAL .,M'H+v<d n< complying wiw Florida Enda Date g_P2 201'. NORM •1? Miami Dade P*ndnct(Coatml TTy 1+-4} . (, 1 / ra <D'i-22— IS FRANCISCO HERNANDEZ FLORIDA PE # 51393 WA E. • E. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hldeo9 Florida 33012 Pic (305)384-9952 Fa:n(305)828-5118 0 LSrc Z DRAWING No. SGD14 DATE: 09/05/14 SCALE: 6"=1'-0" SHEET 1 OF 11 ................ ............... - -. INTERLOCK / ASTRAGAL CLUSTER INTERLOCK CLUSTER INTERLOCK CLUSTER 0 HEAD AND 5111. 0 HEAD AND SILL 0 HEAD AND 51L1.''''('`'`'`' SEE DETAIL SEE DETAIL SEE DETAIL •:::.i:::::. •i:i.::::._:::: 12 1/4' MAX ON SHEET 1 OF it 72 1/4" MAX ON SHEET I OF 71 12 1/4° MAX ON SHEET 1 OF 11 6" MAX � 6" MAX � �� 6' MAX © © —� r' �, jNN I 1 1+ Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Moo Moloch, Fm,:(305)364-6718 T A m to —i B _ go :.)1 C. /// X ..v. I O /// x ► © /// o --I— I 6" WO( 13" MAX W ® 1 sj 0 11s� '� 0 i x ,W10..- I I � 0 -.Al.`— � , .. 0 I © .. 0 6" MAX 13" MAX -[_pp Y 0 1 O .— I 0 g 0 .. -I j® //, G. x 6' 113" MAX '.I3 SERIES 2009-9H ALUMINUM SLIDING GLASS DOOR LARGE MISSILE IMPACT RESISTANT g MAX. D.LO. WIDTH © LIA1i?D.LO. WIDTH G 4452. 0.1.0. WIDTH v MAX. DOOR FRAME WIDTH = 193' MAX DOOR FRAME WIDTH = 193' MAX DOOR FRA1,16 WIDTH = 97" INTERMEDIATE ANCHOR 0• HEAD AND 0XXO PANELSCONFIGURATION TRACKS) (4 PANELS OR 2 TRACKS, REVERSIBLE) ) (2 PANEL00X CONFIGURATION S R X2 CONFIGU CONFIGURATION (4TAE) PAIRS INTERMEDIATE ANCHOR PAIRS INTERMEDIATE ANCHOR PAIRS SILL D.L.O. FORMULA FOR OXXO 0 HEAD AND 5I1.1 D.LO. FORMULA FOR X000 / 0006 0 HEAD AND SILL 0.1.0. FORMULA FOR OX / XO D.LO. HEIGHT - FRAME HEIGHT" - 7.375' D.LO. HEIGHT - FRAME HEIGHT" - 7.375' D.I.O. HEIGHT = FRAME HEIGHT' - 7.375' USE F HA_ RT OOTAL NUMBERFO11 D.LO. WIDTH = (FRAME W1DTH' - 25')/4 TO FIGURE OFETUSE CHART ON 11 D.L.O. WIDTH = (FRAME WIDTH' - 22")/4 TO flkm CH RE 041 SHEET 1 OF O 11 D.L.O. WIDTH a (660442 N3DTH" - 137/2 ANCHOR PER CONFIGURATION ANCHOR PER CONFIGURATION ANCHOR PER CONFIGURATION App. ved ascomplying with lire INTERLOCK / ASTRAGAL CLUSTER INTERLOCK CLUSTER Flotlda : `' ' " INTERLOCK CLUSTER 0 HEAD AND SILL 0 HEAD AND SILL. Dale6. 0 HEAD AND SILL. 5EE DETAIL SEE DETAIL NOM _ . SEE DETAIL ON SHEET 1 OF 11ON SHEET 1 OF 11 Miami ' " ''''',°' ""a ON SHEET 1 OF 1 12 1/4' MAX 12 1/4" MAX �'S to F q ''`2 1/4° MAX CO —1 © ©� SIM\ k —11 �I iI�1A ► � I AMR& I ` � �o _ • 1"IC-� // o I ,// x 42' ©o /// ,, o 6" MAX 13' MAX . § i' -.1� o a X �Ii m // ,,/ o 42" //, ,, 0 6 MAX ` J13' MAX ® .8 w § �g{ I r �1, o o i x a x 42" 6" MAX 13" MAX .. A g5 G MA X. D.L.O. WIDTH © c MAX. D.L.O. WIDTH © © MAX. O.L.O. MOTH • +w- _ . ���- mad• MAX. DOOR FRAME WIDTH = 146 5/8" MAX. DOOR FRAME WIDTH = 144' MAX. DOOR FRAME WIDTH = 97' 060 CONFIGURATION (3 PANELS - 2 TRACKS) INTERMEDIATE ANCHOR PAIRS INTERMEDIATE ANCHOR PAIRS 0 HEAD AND SILL D.L.O. FORMULA FOR 050 0 HEAD AND SILL X00 OR 006 CONFIGURATION XX CONFIGURATION (3 PANELS - 2 TRACKS, REVERSIBLE) (2 PANELS - 2 TRACKS) INTERMEDIATE ANCHOR PAIRS D.L.O. FORMULA FOR X00 0 HEAD AND SILL 0.L.0. FORMULA FOR XX o USE CHART ON SHEET 1 OF 11 O.L.O. HEIGHT = FRAME HEIGHT" - 7.375' VSE CHART OH SHEET 1 OF 11 0.1.0. HEIGHT FRAME HEIGHT' - 7.3'% USE CHART ON SHEET 1 OF 11 D.LO. HEIGHT = FRAME HEIGHT" - 7.375' D.L.O. WIDTH = (FRAME WIDTH" - 20.625 /3 D.LO. WIDTH = ( 6RAM6 WIDTH" - 17.75 3 O.L.O. WIDTH = FRAME WIDTH' - 13")/2 TO FIGURE TOTAL NUMBER OF TO FIGURE TOTAL NUMBER OF TO FIGURE TOTAL NUMBER OF ANCHOR PER CONFIGURATION ANCHOR PER CONFIGIIRATON ANCHOR PER CONFIGURATION 0 z NOTE: ANCHORS SHOWN ON ELEVATIONS ARE IN PAIRS. A DRAWING No. SGD14 DATE: 09/05/14 ELEVATIONS OF APPROVED CONFIGURATIONS O9-ZZ^% ,� � SCALE: N.T.S. FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 2 OF 11 NEEDED ONLYFOR FRAME pi • REINFORCEMENT NOTE. HI EQUAL OR HIGHER THAN 96" {31 - REINFORCEMENT AT THE CENTER OF THE ASTRAGAL FOR DOORS SMALLER THAN 96". #32 - REINFORCEMENT AT THE LEFT OR RIGHT SIDE OF THE ASTRAGAL FOR DOORS EQUAL OR HIGHER THAN 96". /� 1 p ,. ed as complying.. the Florida •odj �2 a l I�kY=S:=ts�a: #33 - REINFORCEMENT AT THE INTERIOR PANELS FOR DOORS SMALLER THAN 96". #34 - REINFORCEMENT AT THE EXTERIOR PANELS FOR DOORS EQUAL OR HIGHER THAN 96". � / NOAH p /7 INTERIOR bOaAUDadeltodoctCorusd 714")'- 20 ® 21 20 31 32 / O 22 By / 20 21 O 21 20 Sunshine %endows (Manufacturing, Inc. 1745 VP. 33rd Place kradeW. Florida 33012 52 Fox:(305)828-5118 i� ©� 0 7 ® ® INSTALLATION SCREWS O , O INSTALLATION SCREWS FULL PANEL LENGTH "` ' ]:9 0 14 FULL PANEL LENGTH . CLIP 0 ® `� A & i -r, � � ® ® ® 0) 15 L., 20® ID20 I .�®o® 25 10 ®®19®m 0 ®20 / I I lo _.,..i..... 1-1___A...... fp e 22 at_ ... @ 28 j O-� 0 8 O 17 30 © ® I ,.,, LA. �L ® 19 ® O ` 9 19 e ® 13 TYP. AT BOTTOM AND TOP RAIL TYP. AT BOTTOM AND TOP RAIL I� 13 1 O © 1 ® MAX. FRAME WIDTH 30 = 193" © NEEDED ONLY FOR FRAME O . AL OR HIGHER THAN 96" O O EXTERIOR O NEEDED ONLY FOR FRAME (� EQUAL OR FIIGHER THAN 96" v OXXO (4 PANELS - 2 TRACKS) 1111) TYP. AT BOTTOM AND TOP FULL RAIL TYP. AT BOTTOM AND TOP RAIL CLIP PANEL LENGTH ® 5 20 21 21 20 O O @ 0 d 20 21 O O O INTERIOR ®® I �E C 1 r � � I� I r CD No DATE REVISION 1=-121k1 CID 4 .r. imt 9 II e Ai ik. i G il 9 frol 30 .> ® 9® 13 a ,- co® ®I—inr._ 9® ®4T+�- eo G 111 I IN ® _�r� INSTALLATION SCREWS c CD „"„! � 44.r `�� .. ® 18 19 -) TYP. AT BOTTOM AND TOP RAIL ® 25 13 ® 13 © �. TYP. AT BOTTOM 0 ® © D OP ;: MA%. FRAME WIDTH = 193” CI B1 NEEDED ONLY FOR FRAME D1 EXTERIOR B2 NEEDED ONLY FOR FRAME EQUAL OR HIGHER THAN 96" EQUAL OR HIGHER THAN 96" . 1l X000 OR 000X (4 PANELS - 2 TRACKS) }IOW FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 HORIZONTAL SECTIONS 4,- 222 r FRANCISCO HERNANDEZ FLORIDA PE # 51393 NEEDED ONLY FOR FRAME EQUAL OR HIGHER THAN 96" INTERIOR REINFORCEMENT NOTE. ¢31 - REINFORCEMENT AT THE CENTER OF THE ASTRAGAL FOR DOORS SMALLER THAN 96". #32 - REINFORCEMENT AT THE LEFT OR RIGHT SIDE OF THE ASTRAGAL FOR DOORS EQUAL OR HIGHER THAN 96". #33 - REINFORCEMENT AT THE INTERIOR PANELS FOR DOORS SMALLER THAN 96". 134 - REINFORCEMENT AT THE EXTERIOR PANELS FOR DOORS EQUAL OR HIGHER THAN 96". 20 21 21 20 © zo INSTALLATION FULL PANEL LENGTH SCREWS Win Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place IIWeoh. Ftorkb 33012 Ph: (309)364-9932 Fox:(805)828-5118 FULL PANEL LENGTH INSTALLATION SCREWS TYP. AT BOTTOM AND TOP RML MAX. FRAME WIDTH = 146 5/8 EXTERIOR 00 NEEDED ONLY FOR FRAME NEEDED ONLY FOR FRAME EQUAL OR HIGHER THAN 96" L EQUAL OR HIGHER THAN 96" OXO (3 PANELS - 2 TRACKS) INTERIOR © 20 ® 21 20 O OApprored as complying with Florida Building Code Date 4/Z1/ ( v.f NOAF M y n ?.In'! Miami Dade Pro. 1 Crawl lc FULL PANEL LENGTH ar LiY CLIP i/Lhbdhd/P ��--INSTALLATION SCREWS INSTALLATION SCREWS 1 rip. AT BOTTOM AND TOP RAIL FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 MAX. FRAME WIDTH = 146 5/8" O NEEDED ONLY FOR FRAME EQUAL OR HIGHER THAN 96" i XOO OR OOX (3 PANELS - 2 TRACKS) HORIZONTAL. SECTIONS 30 TYP. AT BOTTOM AND TOP RAIL EXTERIOR FRANCISCO HERNANDEZ FLORIDA PE # 51393 6 rc 0 z DRAWING No. SGD14 DATE: 09/05/14 SCALE: 6"=1•_0" SHEET 4 OF 11 REINFORCEMENT NOTE. #31 — REINFORCEMENT AT THE CENTER OF THE ASTRAGAL FOR DOORS SMALLER THAN 96". #32 — REINFORCEMENT AT THE LEFT OR RIGHT SIDE OF THE ASTRAGAL FOR DOORS EQUAL OR HIGHER THAN 96". #33 — REINFORCEMENT AT THE INTERIOR PANELS FOR DOORS SMALLER THAN 96". #34 — REINFORCEMENT AT THE EXTERIOR PANELS FOR DOORS EQUAL OR HIGHER THAN 96". 20 ® INTERIOR 2i za FULL PANEL LENGTH UP INSTALLATION SCREWS INSTALLATION SCREWS HEEDED ONLY FOR FRAME O EQUAL OR HIGHER THAN 96" MAX. FRAME WIDTH = 97" 3U TYP. AT BOTTOM AND TOP RAIL, C OX OR XO (2 PANELS - 2 TRACKS) EXTERIOR INTERIOR Approved as emptying wilh the Florida Dale 2 NOM Miand Dade 13y /54. 71 (4 -1, -- INSTALLATION SCREWS INSTALLATION SCREWS NEEDED ONLY FOR FRAME EQUAL OR HIGHER THAN 96" FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 . EXTERIOR C2 XX (2 PANELS - 2 TRACKS) HORIZONTAL SECTIONS oa-22-1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufocluring, Inc. 1748 W. 33,4 Piece I6aeoh. Ronda 33012 Ph: (305)384-9952 Fax:(305)826-5118 0 2 DRAWING 110. SGD14 DATE: 09/05/14 SCALE: 6"=0'-0" SHEET 5 OF 11 SELF ADHESIVE PILE PADS (SEE PILE PADS LOCATION CHART) m S EXTERIOR WIUIUIInuUu1/1 IIIII IIIIII1IIIil 11 1111111111111111111111 111111111 11111111111 1WWWWWWW 13 25 PILE PADS LOCATION CIIART SIZE LOCATION 1 1/4" X 3' LONG EACH END OF MOVING PANELS TOP RAIL 1 1/4' X 3' LONG RIGHT SIDE OF LEFT FIXED PANELS TOP RAIL 1 1/4" X 3' 1014G LEFT SIDE OF RIGHT FIXED PANELS TOP RAIL 1" X 3' LONG RIGHT SIDE OF LEFT FIXED PANELS 8017014 RAIL r X 3' LONG LEFT SIDE OF RIGHT FIXED PANELS BOTTOM RAIL 2" X 6' LONG FRAME HEAD AND SILL OF MOVING PANEL TRACK AT CENTER OF GLAZING UNIT 1" X 3" LONG 1NS1DE THE FEMALE ASTRAGAL STILE CAVITY AT 1HE TOP 1 1 4' X 3' LONG INSIDE THE FEMALE ASTRAGAL STILE CAVITY AT 11-11 TOP 1/2" LONG WEEP NOTCH AT EACH END OF SCREEN TRACK (TYPICAL) 3 3/4' INSTALLATION SCREWS (FYP. TOP & BOTTOM) 3/4" LONG WEEP 1407014 AT EACH END OF EACH PANEL TRACK AND PANEL GUIDE (TYPICAL) 7/8" X 3/16" HIGH WEEP HOLE 1 5/8" FROM EACH END OF EACH PANEL TRACK AND PANEL GUIDE (TYPICAL) VERTICAL SECTION FOR INSTALLATION DETAILS SEE SHEETS 7 THRU 9 (3) 88Y 1" P14 SMS FRAME UPPER CORNER CONSTRUCTION DETAIL FRAME BOTTOM CORNER CONSTRUCTION DETAIL Approved as complying with Floridan• Dago �2—prY Mowvn1Dada oln7t By 3/16" H.S. GLASS. 0.09' SENTRYGLAS PLUS INTERLAYER BY KURARAY AMERICA INC. (2) # 10 8Y 1"• PH SMS PANEL CORNERS CONSTRUCTION DETAIL 3/16" H.S. GLASS. VINYL BULB 0.904" MIN. GLASS BITE GLAZING TAPE SIUCONE DOW CORNING 899 GLAZING DETAIL GLAZING DETAIL AND FRAME & PANEL CORNER DETAILS off- 1104 t FRANCISCO HERNANDEZ FLORIDA PE # 51393 wAm Sunshine Windows Manufacturing, Inc. 1746 R. 33rd Place K aleah. Flo6do 33012 Ph: (30.)364-9952 Fo><:(306)828-6118 z DRAWING No. SGD14 DATE: 09/05/14 SCALE: 6"=1'-0" SHEET 6 OF 11 1 3/4" MIN. 2 1/4" EDGE DISTANCE EXTERIOR 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WRH 1 3/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. INTERIOR ATTACHMENT TO CONCRETE THROUGH 1" X WOOD BUCK 1 3/4' MIN. EDGE DISTANCE 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11. AND CLUSTER DETAIL ON SHEET 1 OF 11. ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS SHIM SPACE 1" MIN. EDGE DISTANCE SHIM SPACE EXTERIOR INTERIOR WOODEN STRUCTURE OR 2" X WOOD BUCK BY OTHERS. W000 BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 7/8" NON. PENETRATION INTO W000. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS 014 SHEET 2 OF 11. AND CLUSTER DETAIL ON SHEET 1 OF 11. 1/4" 0 KWIK—FLEX OR DRIL—FLEX ATTACHMENT TO WOOD GR 5 SELF DRILLING SCREWSIAN. THROUGH h1ETAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING / REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11. AND CLUSTER DETAIL ON SHEET 1 OF 11. 1" MIN. EDGE DISTANCE 2 1/4" EXTERIOR INTERIOR MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE 1404) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. ATTACHMENT TO METAL STRUCTURE / MULLION TYPICAL SECTIONS AT HEAD ATTACHMENT TO DIFFERENT SUBSTRATES Approved as complying wild the Florida nattdins Code nos 9/ 1.1040OAa 2. 1_8. Nt4 o zG 17 Wand Bode Product Coo0o1 By (M� .044,74 FRANCISCO HERNANDEZ FLORIDA PE # 51393 VA • • Sunshine Windows Mandocturing, Inc. 1748 W. 33rd Pace Moleoh, Red40 33012 Ph: (305)364-9952 Fox:(305)628-5118 • 0 z DRAWING No. SGD14 DATE: 09/05/14 SCALE 6""1'-0" SHEET 7 OF 11 M 1" X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH t 3/4" MIN. EMBEDMENT INTO CONCRETE OR GROUT FILLED BLOCK THROUGH 1" X WOOD BUCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. FULL PANEL LENGTH CLIP 1/4" MAX. SHIM SPACE ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK THROUGH 1 X WOOD BUCK 1 3/ N g r7 INTERIOR EXTERIOR FIXED PANEL — 5/16" 0 ULTRACON WITH 1 3/4" MIN. / EMBEDMENT INTO CONCRETE OR GROUT FILLED BLOCK. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. FULL PANEL LENGTH CLIP 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR FIXED PANEL ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK TYPICAL SECTIONS AT JAMBS ATTACHMENT TO DIFFERENT SUBSTRATES If WOODEN STRUCTURE OR 2" X WOOD BUCK BY OTHERS. WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALIAT10N. 5/16" 0 ULTRACON WITH 1 7/8" MIN. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. FULL PANEL LENGTH CLIP 1/4" MAX. SHIM SPACE ATTACHMENT TO WOOD L= INTERIOR EXTERIOR FIXED PANEL MIAMI—DADE COUNTY APPROVED MULLION WITH 1/8" MIN. THICKNESS (UNDER SEPARATE NOA) OR METAL STRUCTURE WITH 1/8" MIN. THICKNESS BY OTHERS. MINIMUM ALUMINUM ALLOY 6063—T6 OR A-36 STEEL. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. FULL PANEL LENGTH CLIP INTERIOR EXTERIOR FIXED PANEL ATTACHMENT TO METAL STRUCTURE Approved as comply ins with Use Tiorida Building Coyle Date 7- Iii NOAH Miami Product Conuol ny `11$11(14 O?—L2— FRANCISCO HERNANDEZ FLORIDA PE 51393 WA Sunshine Windows Menufeciuring, Inc. 1745 W. 331d Place Hialeah, Fbdda 33012 PA: (305)364-9952 Fax: (305)828-5t 18 SERIES 2009-91-1 H 51 z DRAWING No. SGD14 DATE: 09/05/14 SCALE: 6"=1'-0" SHEET 8 OF 11 EXTERIOR INTERIOR EXTERIOR 111111 INTERIOR USE NON—SHRINK, NON—METALLIC 5 KSI HYDRAULIC CEMENT CURED AND INARDENED GROUT CONTINUOUSLY ALONG THE SILL. USE NON—SHRINK, NON—METALLIC 5 KSI HYDRAULIC CEMENT CURED A140 HARDENED GROUT CONTINUOUSLY ALONG THE SILL. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H1oIoo1, Florida 33012 Pk (305)364-9952 Fox:(305)828-5118 5/16" 0 ULTRACON WITH 1 3/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. METAL STRUCTURE BY OTHERS. SHALL BE ADEQUATELY BUILT TO BE REVIEWED AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 21/4" 1 ATTACHMENT TO CONCRETE EDGE DISTANCE 1/4" 0 KWIK—FLEX OR DRIL—FLEX GR 5 SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 ATTACHMENT TO METAL THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. EXTERIOR • 11 INTERIOR USE NON—SHRINK, NON—METALLIC 5 KSI HYDRAULIC CEMENT CURED AND HARDENED GROUT CONTINUOUSLY ALONG THE SILL. OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. 24 2 1/4" WOODEN STRUCTURE BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND �""-- APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/16" 0 ULTRACON WITH 1 7/8" MIN. PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING REFER TO TYPICAL ELEVATIONS ON SHEET 2 OF 11, AND CLUSTER DETAIL ON SHEET 1 OF 11. ATTACHMENT TO WOOD TYPICAL SECTIONS AT SILL ATTACHMENT TO DIFFERENT SUBSTRATES �I O —22— S FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. SGD14 DATE: 09/05/14 SCALE 6"=1'-0" SHEET 9 OF 11 ................ 5.860 BILL OF MATERIALS m I .079 �I I 093 ITEM PART No. DESCRIPTION NOTES a ---LLL rs 081 1 SSW 2 TRACK FRAME HEAD 6063-16 ALUMINUM Z� 1 I -001 1.147 1.01 - -.116 L516 2 SSW -002 2 TRACK FRAME SILL 6063-T6 ALUMINUM Sunshine Windows Manufacturing, Inc. 1743 W. 33 d Pool 5)Fte564 33012 Ph: (305)384-9952 Foc(305)828-5118 I 0391 1 3 SSW -003 2 TRACK FRAME JAMB 6063-T6 ALUMINUM 2.060 4 SSW -004 PANEL TOP &BOTTOM RAIL 6005-16 ALUMINUM --11-2.074 -.287Moloch, 5 SSW -005 PANEL LOCK/FIXED STILE 6005-16 ALUMINUM ( O 6 SSW -006 INTERLOCK STILE AT INTERIOR TRACK 6005-T6 ALUMINUM 1 I 7 SSW -007 INTERLOCK STILE AT EXTERIOR TRACK 6005-T6 ALUMINUM .200 r 8 SSW -008 ASTRAGAL STILE 6005-T6 ALUMINUM —l. 18739 SSW -009 ASTRAGAL LOCK ADAPTER 6005-T6 ALUMINUM 10 SSW -010 ASTRAGAL INTERNAL REINF. TUBE 6005-T6 ALUMINUM .102 11 SSW -011 FIXED PANEL JAMB CLIP 6063-T6 ALUMINUM I--1.629 —2274— 3. 58 12 SSW -012 FIXED PANEL BOTTOM RAIL GUIDE RIGID VINYL -1.1 2 - 0 2,2 9 13 SSW -014 GLAZING BEAD - 7/16" 6063-T6 ALUMINUM 407 I 14 597 SRS MORTISE LOCK AMESBURRY HARDWARE 597 SERIES KEEPER AMESBURRY HARDWARE 2315 SERIES 15 2315 SRS MORTISE LOCK 1585.873 --078 16 APOLLO SRS LOCK INTERIOR HANDLE / PULL AMESBURRY HARDWARE APOLLO SERIES O 17 2940 SRS LOCK EXTERIOR HANDLE / PULL AMESBURRY HARDWARE 2940 SERIES 18 SR -2003 TANDEM ROLLER (S.S.) DELTA INDUSTRIAL SYSTEMS 49s Or 19 NOA 11-0624.02 7/16" IMPACT GLASS 3/16" H.S. + 0.09 SGP + 3/16" H.S. .798 .078 '364 .312 20 SILICONE SEALANT DOW CORNING 899 1 4 21 ZIALOC 750 1/8" X 1/4" DOUBLE SIDED TAPE PE FOAM GLAZING TAPE -1— 1.121 .641 - .83 22 W44214NW000 WEATHERSTRIP 0.229 X 0.220 FIN SEAL PILE WITH INTEGRAL FIN 23 NOT USED 977- 093 .060 — 074 24 INTERLOCK/ASTRAGAL PILE PAD SELF ADHESIVE PILE PAD No DATE REVISION 5.662 25 FWI3002 VINYL BULB 3025 FPVC O 26 1LY73 ASTRAGAL ADAPTER SCREWS #10 X 1 3/4" P.H. S.M.S. 27 1LY63 FRAME ASSEMBLY SCREWS #8 X 1" P.M. S.M.S. —4.566 _ 28 1LY73 PANEL ASSEMBLY SCREWS #10 X 1" P.H. S.M.S. -220 29 1LY69 FIXED PANEL CLIP SCREWS x!10 X 1 3/4" P.N. S.D.S. „25 30 GAS -333288 FIXED PANEL ANGLE CLIP 3" X 3" X 1/8" ALUMINUM ANGLE - - 221 1 31 ASTRAGAL REINFORCEMENT BAR 0.453" X 2.487" ALUMINUM BAR 3.035 32 ASTRAGAL REINFORCEMENT BAR 0.453" X 2.487" ALUMINUM BAR .080 33 INTERLOCK REINFORCEMENT BAR 0.453" X 1.719" ALUMINUM BAR h674 II 39� 34 INTERLOCK REINFORCEMENT BAR 0.453" X 1.719" ALUMINUM BAR SYM. with the 1-,939 924 Approved ma complying - ya LcLI BILL OF MATERIALS `�S�lil 4 ® °Y /1_1,77._____ .1-, AND PARTS DETAILS FRANCISCO iE N EZ FLORIDA PE # 51393 8 937 2.2 1.125 - 140 - .385 8 1.782 .090 1.706 1.6,04 n P T 1.920 00 0.111 2.500 .27 C.035 --I_ 1.996 .062880 11.004 2.304 0.094 I 2.223 2.750 1.828—I —2.049- 10 .500 062-- I h .829 O—I 562.853 L829 1.391 r 0.453 F 2.487 -1 I-- 0.453 2.487 - { r 0.453 1.719 r 0.453 1.719 PARTS DETAILS Approved as complyfi6 with aro Florida NO Ad / Il"T 1,4i,mti Dade Product By 15Lrl .U.,.,.�. -vis d;-22.5 FRANCISCO HERNANDEZ FLORIDA PE i 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place w0leoh. Florida 33012 Ph: (305)364-9952 Fax:(305)826-5118 SERIES 2009-91-I • 0 z DRAWING No. SGD14 DATE: 09/05/14 SCALE: 6'=1'-0" SHEET 11 OF 11 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F-2009" Steel Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. FWLMI-10, titled "Series F-2009 Steel Frame Fixed Window with 90 Min. Fire Rated Impact Resistant Glass" sheets 1 through 4 of 4, dated 09/21/10, with revision dated 03/13/12, 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, model/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 NOA # 10-1004.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION 11805 SW 26 Steel, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade,gov/pera MIAMI DARE • APPROVED NOA No. 12-0320.10 Expiration Date: April 21, 2016 Approval Date: May 24, 2012 Page I Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FWLMI-10, titled "Series F-2009 Steel Frame Fixed Window with 90 Min. Fire Rated Impact Resistant Glass", sheets 1 through 4 of 4, dated 09/21/10, with revision #1dated 03/13/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 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 along with marked -up drawings and installation diagram of a steel fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6290, dated 07/08/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under previous NOA#10-1004.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 09/20/10, prepared, signed and sealed by Franco Hernandez, P.E. (Submitted under previous NOA#10-1004.04) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 13, 2012, signed and sealed by Francisco Hernandez, P.E. G. OTHERS 1. Notice of Acceptance No. 10-1004.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "F-2009" Steel Fixed Window - L.M.1., approved on 04/21/11 and expiring on 04/21/16. E-1 Atte Manue Per Product Control Elul er NOA No. 12-0320.10 Expiration Date: April 21, 2016 Approval Date: May 24, 2012 9 1/4" MAX. IMPACT GLASS SEE CORNER OETAIL ON SHEET 3 OF 3 1 = 0116 NO MAX. WINDOW WIDTH = 45" MAX. D.L.O = 41" SINGLE PANEL L FRAME FIXED WINDOW GENERAL NOTES DUCT MEETS THE REQUIREMENTS OF' THE 2010 FLORIDA BUILDING CODE. ARE NOT REQUIRED. TEST REPORT FTL — 6290 DATED JULY 8. 2010. $AX. SPACING AS INDICATED ON WINDOW ELEVATIONS (SHEET 1 OF 4). 4LLATION SEE TYPICAL SECTONS ON SHEET 3 OF 4. ;TRESS INCREASE HAS NOT BEEN USED IN DESIGN OF ANCHORS. 1 Ci IftrAnce CUM 1 OC bI ArCfTC11 AAAIAICT PACO/1Cl/1AI AC COCMCICII s 3 1/2" ,/ 3 1/2" MAX. L -I IMPACT GLASS .. IMPACT GLASS jl 0 f/ w co g .. PANEL ASSEMBLY MACHINE SCREWS W/NUTS ~` 0 • . • 3 1/2" MAX. k 3 1/2" MAX, MAX. WINDOW WIDTH = 45" MAX. WINDOW WIDTH = 45" l DOUBLE PANEL STEEL FRAME FIXED WINDOW DESIGN PRESSURE RATING: +110.00 PSF-110.00PSF FOR ALL PANEL SIZES EQUAL OR SMALLER THAN 45" X 57". PRODUCT REVISED As complying with the Florida Building Code JQ. nQOlt in L SECTION 3.000 1.750 2.000--d MAX. WINDOW WIDTH 45" MAX. WINDOW WIDTH za 45" EXTERIOR HORIZONTAL SECTION MATERIAL LIST ITEM QTY. DESCRIPTION MATERIAL NOTES 1 AS REQ. 3" X 2" X 3/16" ANGLE STEEL (GRADE A36) WINDOW FRAME 2 AS REQ. 1 3/4" X 1" X 1/8" CHANNEL STEEL (GRADE A36) GLAZING BEAD 3 1 7/16" LAMINATED GLASS 3/16" FIRELITE + .09 SGP + 3/16 H.S. 90 MIN. FIRE RATEI 4 AS REQ. DOW CORNING 795 SILICONE GLAZING SEALANT 5 AS REQ. 1/8" X 1" GLAZING TAPE FIBERGLASS SPACER 6 AS REQ. # 12 S.M.S. STEEL GLAZING BEAD SCR 7 AS REQ. 1/4" HEX HEAD BOLT W/NUTS STEEL TWO PANELS ASSEA 7_ 2.000 (L -1,/1 0.1881 [` �^.�l 1.00. 4 -- 0.125 3.000 -f- PRODUCT REVISED as complying withtate Flea Building Coda 1,1_44,91) !/! DOW CORNING 795 SILICONE # 12 S.M.S 0 5 1/2" MAX. FROM CORNERS AND THE REST ® 11 1/4" MAX. Q.C. am 5 pplaqsamoomm Haiwk EXTERIOR DOW CORNING 795 SILICONE DOW CORNING .795 SILICONE MIN. STANCE 4 1/2" MAX AIR SPACE 1/4" ULTRACON (BY ELCO) WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY Fyt155KSI Fuffi177KSI). (FOR MAX, ANCHOR SPACING REFER TO ELEVATIONS ON SHEET 1 OF 3). 'TACHMENT TO MASONRY 0.69" SGP INTERLAYER DOW CORNING 795 SILICONE 1" MIN. EDGE DIST. # 12 S.M.S 0 5 1/2" MAX. FROM CORNE AND THE REST 0 11 1/4" MAX. 0.C.' DOW CORNING 795 SILICONE 1/2" 14 AIR SPA METAL STRUCTURAL MEMBER BY 1. SHALL WITHSTAND ANCHOR SHEAT MINIMUM THICKNESS 41 1/8", SI - BY BUILDING OFFICIAL PRIOR TO INSTALLATION. 1/4" SMS. THROUGH METAL (FOR MAX. ANCHOR SPACING REFER TO ELEVA ON SHEET 1 OF 3). ATTACHMENT TO METAL STRUCTURE CONNECTION DETAILS 3/16" FIRELITE 90 MIN. FIRE RATED GLASS 1/8" X 1" FIBERGLASS GLAZING TAPE DOW CORNING 795 SILICONE STEEL CHANNEL 1 3/4" X 1" X 1/8" INTERIOR # 12 S.M.S 0 5 1/2" MAX. FROM CORNERS AND THE REST 0 11 1/4" MAX. 0.C. PRODUCT REVISED as complying with the Florida Raiidinu Coe . . w AME FIXED WINDOW EXTERIOR " WELD 3" ANGLE FLANGE L 3" X 2" X X8" (JAMB) SECTION 1-1 PRODUCT REVISED fls complying with the Florida 13tiilding Code . _ _ _ . _ MIAM COUN Y DEPARTMENT PARTM PERM TI TING, ENVIRONMENT, AND REGULATORY BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA Sunshine Windows Manufacturing, Inc. 1745 W. 33'1 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 PERA - Product Control Section to be used in A4iami Dade County and. other areas where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In ivfiami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves The right to revoke this acceptance, if it is determined by Miami -Dade County Product Control.. Section that this product or material fails to meet the requirements of the applicable building cads,'•• • • • This product is approved as described' d .has been designed to comply with the Florlda.Building • • •• Code, including the High Veloci • DESCRIPTION: Sales "F-2009" Steel Fixed Window -- Lam. MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sheet, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wywaniamidasiczedpora .. . •... • • . . •... . APPROVAL DOCUMENT: Drawing No. FW LMI..10, titled "Series F-2009 Steel Frame Fiji Vindeii•: • with 90 Min. Fire Rated impact Resistant Glass" sheets 1 through 4 of 4,dated 09/21110, with 03!13/l2� � �$i� dated prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing ]he Oianti; • Dade County Product Control Revision stamp with the Notice of Acceptance number and expilrat bri 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, model/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 perfortnance of this product TERMINATION of this NOA wilt tour .,4 , the expiration date or if there has been a revision or change in the materials, use, and/or of the product or process. Misuse of this NOA as an endorseritent of any •,r uct, for sales, advertising or any •<,;f ; pies shall automatically terminate this NOA. Failure to comply with any ,• a...,: 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 inaction at the job site at the request of the Building Oficial. This NOA revises NOA *104004.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by. Manuel Perez, P.E. NOA No. 12-0320.10 Expiration Date: April 21, 2816 5/ P2 Approval Date: May 24, 2012 ! Page I Su„�t shine Windows Manufactur€ng, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FWLMI-10, titled "Series F-2009 Steel Frame Fixed Window with 90 Min. Fire Rated Impact Resistant Glass", sheets 1 through 4 of 4, dated 09/21/10, with revision # 1 dated 03/13/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per F$C, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a steel fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT14-6290, (Ida. 07/08/10, signed and sealed by Jorge A. Canso, P.E.• (Submitted under previous NOA#10-1004.04) C. CALCULATIONS . . . .. . . 1. Anchor verification calculations and structural analysis, complying with• #B`-2047;' •' dated 09/20/10, prepared, signed and sealed by Franco Hernandez, P.E.: • : • (Submitted under previous NOA#10-1004.94)2• • glazing complies with ASTM E1300-04 •. . D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 13, 2012, signed and sealed by Francisco Hernandez, P.E. G. OTHERS 1. Notice of Acceptance No. 10-1004.04, issued to Sunshine Windows Manufacturing, Inc. for their Series "F-2009" Steel Fixed Window — L.M.I., approved on 04/21/11 and expiring on 04/21/16. E-1 Mame Per Product Control Ex ; :_t, #, er NOA N©. 12-032 +.10 Expiration Date: April 21 2016 Approval Date: May 2412012 3 l/2' 1.40. 3 I/2` MAX. FROMCS AT HEAD MD SU.AT HE �L SEE OWER GEM 9 1/4' ON SRO 3 OF 3 0 3 It' 4. 3 !/2" Mt .1, ,ris, IMPACT GLASS Wx.01.04 4$ SINGLE PANEL DOUBLE PANEL STEEL FRAME FIXED WINDOW STEEL FRAME FIXED WINDOW GENERAL NOTES 1- THIS pRCOi r MEET'S THE RMUIREMOJTS OF TM 2310 FLONDA WILDING CW3E. 2- SHUTTERS'ARE NOT REQUIR 3- REF'iRENCI TEST DEPORT FII. - 6200 DATED JULY 8. 2010. 4- ANCHOR MAX. SPACING AS INDCATEO ON WINDOW ELEVATIONS (SHEET 1 OF 4), 5- FOR IYSTU.tATI0t1 SEE TYPICILL. S=_CTONS Q SHEET 5 OF 4. 6- 33.3 !K STRESS INCREASE HAS NOT OM USED RI D?'S)G OF ANCA 7- ALL METAL 56ACE$ SHAM 6E PROTECTED MMus? DoRROSIOR AS SPEWED 0i SE IloH 2240 OF THE rOC. 8- FOR NF.LON0 OETAR.S SEE SHEET 4 or 4, DESIGN PRESSURE RATING: +iA PSF -1 to.OoPSP FOR AL1. PANEL SIZES EQUAL OR SMALLER THAN 45' X D'•. • • • • • • • • • • . • • • • • • • • • • •• • • •• • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • DOW CORNING 795 SIMCONE EXTERIOR DOW CORING 795 S1l1LJON OOw CORN910 795 S1UCONE DOW 796 SILICONE 12 S.MS m 5 1/2" MAX. FROM CORNERS AND THE REsr a 11 1/4' Fox. ac. EXTERIOR DOW CORNING 795 SILICONE OOW CORt1NG 795 suCONE 1/2" MAX m1R SPACE 1/4" UL3RACON (SY EWA) WITH i 1/s` NtN. Elmliumerr WO MASONRY_ ((Fy..i551CS1 Fu 1TIKS (ADR WAX. #14cHOR SPACING REFER TO ELEYAD011s ON SHEET 1 OF 3). ATTACHMENT TO MASONRY 3/7$" N.S. ctA$S 001V CO071000705 191.10OHE EXTERIOR O. P IN a TER DOW COR77170 705 51UC39$ 1 12 SINS a 5 1/2" WAX. FROM CORNERS AND THE REST 0 11 1/4• MAX, 0.C. COW C0VNN0 795 RUCONE 112" MAX AIR SPACE METAL STRthThjR44 MEMBER IN *THERs full 1110190 010 MOWN SHEAR FORCES 1,11/10ADi Ti1rtCl{i9 = . ve watt OE APRDVED BY Bu1101110 OFFICIAL PRIOR TO IM/10011 EOM 171ST. arA. 1/{' SMS THROHOH METAL. (FOR MAX. 0401105 MOHO RIM TO ELEVATIONS CN SHEET 1 OF 3), ATTACHMENT TO METAL STRUCTURE CONNECTION DETAILS 3 a$° FREUTE 90 MIN. FIRE RAZED MASS 15 INTERIOR • 12 SAS a 5 1/2' Adm. PROM 0010 1015 A110 TIlE REST 0 11 1/4" 4d1. 00* COR1944 795 St COHE 1/8" X 1" F18E°RO A;)S ,OLA.21110 TAPE GLAZING DETAIL *WM a"• 1" asc itta$witsttMeal StadIstawA Dat. •1. • • .4 ••.. • • • . • • . .. FRANCISCO NERNAIlDEZ FtoRl9A. PE 1 81393 .. • • . . . • • •- • • •• • • •• • .• • .•• . . • ••• 6 .•• • •• • ••• • • • • • • •• . • •• • •• •• •••• •• •• •. • •• .. •• • •• • • • . • •• •• 0 • • •• •• ••• • • • ••• • • MAX. WINDOW MOTH .. 45' VERTICAL SECTION MAX, WINDOW WIDTH HORIZONTAL SECTION Ifolling Coda lari Dais • ••. • .•. • • . 3-113-12. * . tRANCISCO HERN1NDEZ PLOMOA PE / 51393 • • • • • • • • • • • • • • • • •• • • •• • . • ••• • • • ••• • ••• • • • • ••• • • • • • i • • • • • • • ••• • • • • • • • • . • • • • • •• •• • • • •• •• ••• • • 0 4106 • • MATERIAL UST QTY. f Dom ILATIRIAL mum 1 AS REQ 3' X 2d fib. ANGLE STEEL(GRAflE 1138] V/ENDti�l f ate 2 AS REQ. 1 3f4' X 1" % 1/8' CHMR,fE1 STEEL (GRAM it7bD ANG $ERb 3 1 7/1r UNMATED GLASS 3/10" FIREa.RE + .09 SOP + 3/16 H.S. 40 MR1. FIRE RATED GLASS a AS REQ. DOW CORNING 795 =CONE IDAZ'N won't. 55 AS REQ. yr X i' GLAZING TAPE FtDERGLASS SPACER S AS REQ. 0 12 INS STEEL GIVING DEAD SCREW 7 AS REQ : 1/4' KEX HEAD BOLT W/NUTS STEEL TWO PANELS AtMEMBI 7 BOOS 2 *0 Le: LO OM 3848— Ifolling Coda lari Dais • ••. • .•. • • . 3-113-12. * . tRANCISCO HERN1NDEZ PLOMOA PE / 51393 • • • • • • • • • • • • • • • • •• • • •• • . • ••• • • • ••• • ••• • • • • ••• • • • • • i • • • • • • • ••• • • • • • • • • . • • • • • •• •• • • • •• •• ••• • • 0 4106 • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• 0 • • • ••• • ••• • • • ••• •• •• • •• • • •• • • •�•--! • • • • • • • • • • • • SEE CORNEA MOI 014WELT 3OF3 MAX 0.10 0 4 SINGLE PANEL DOUBLE PANEL STEEL FRAME FIXED wmiDOW STEEL FRAME FIXED WINDOW GENERAL NOTES 1- THIS PROOUCF MEETS THE REOLTIREMENTS OF THE 2010 FLOWDA eun.oNNO COLE 2- 'SHUTTERS ME NOT REQUIRED. 3- REFERENCE tEST fEPORt Fit - 8200 DATED JURY 8, 2010. 4- ANCHOR MAX. SPACING AS f}CT'CATEO ON 014009p ELEVATIONS (SHEET 1 OF 4), 5- FOR 11STALLATnu SEE TYPICAL SECTORS ON SHEET SOF 4, 8-- 33.3 1C STRESS INCREASE HAS NOT StIN USED IN DESIGN OF ANCHORS, 7- AU. METAL 5UR#M tS SHALL 8E PROTECTED MAIM 0ORR050N AS SPEECIFED 41 SECTION 2220 OF THE FEC. 8- FOR *WOO DETAILS SEE SHEET 4 OF 4. DRAYIMIC No. FWLMI--10 DATE OS -21-10 SCALE: N.T.S.