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WS-17-58 Permit NO. WS-1-17-J8 Miami Shores Village m t Permit Type:Windows/Shuttem 10050 N.E.2nd Avenue NW I VorkClassitication:Window/Door Replacem P 1B, r Miami Shores,FL 33138-0000 Phone: (305)795-2204 Permit Status:APPROVED �tORIDp` Issue Date: 1/10/2017 Expiration: 07/09/2017 Project Address Parcel Number Applicant 64 NW 99 Street 1131010330060 Miami Shores, FL Block: Lot: THOMAS TELESCO JR. Owner Information Address Phone Cell THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161 MIAMI SHORES FL 33150- 64 NW 99 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 12 000.00 FLORIDA ENGINEERED GLASS CORF (305)638-1566 .. _ . .�. Total Sq Feet: 0 Type of Work:REMOVE EXISTING AND INSTALL NEW 19 Available Inspections: No of Openings:21 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee Invoice# WS-1-17-62567 $4.65 01/10/2017 Credit Card $350.50 DCA Fee $4.65 a 0.00 Education Surcharge $2.40 Permit Fee $310.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $350.50 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 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 an Futhermore, I authorize bove-n med contractor do th8 work stated. ��S January 10, 2017 Authorized ignature:Owner Applicant / Contractor rl Agent Date Building Department Copy January 10, 2017 1 ` Miami Shores Village REc� JAN 0 2017 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: — Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 q' Sffi BUILDING Master Permit No. 111 S PERMIT APPLICATION Sub Permit No. ABUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_ �" �� V1� s�q_ee_+ _ _— City: Miami Shores County: Miami Dade Zip: 33(So + Folio/Parcel#: I� y 1 _pj?}-G�ls//6 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: r Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): I►'�D1►'i0_> ��ftl�� Phone#: Z� (o (v Address: (0tN w q a s ly'�P CA- �1 City: V(qwk "'410ws State: 1 c. Zip: Tenant/Lessee Na/m�e: n Phone#: Email: -t-/7M@ P& l lil�l� r", • r� CONTRACTOR:Company Name: t��Q7Q\AC►� ��q((1e�(Leal CjI ASS �,O(L�, Phone#: Address: 3�41 km). a� Ave. City: im(A vyll l `State: �'�- Zip: 3:3I ds Qualifier Name: al� -x PV<<2Z Phone#: State Certification or Registration#: 6CG t 311 IE�)) NO Certificate of Competency#: DESIGNER:Architect/Engineer: _Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2- 6-e-3 — Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: _ -t-a � �2 i r �JS IS —ZS3 Specify color of color thru tile: //,, Submittal Fee$ Permit Fee$ . 1 V CCF$ "T CO/CC$ Scanning Fee$ ( 2 Radon Fee$ 4 , bJ DBPPR$ S Notary$ Technology Fee$�h Training/Education Fee$ TO Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ , (Revised02/24/2014) r 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0(.9 day of 0r 20 la?' , by ` •�` day of Z"LA(hJ2.��. 20 I} by who is personally known to rl GlonZA`eZ who is ersona ly know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: ukizil Print: o missi n q FF 897808 .�v Ma CAROLINA ROMWERO Seal: 3; i,.�- ._My Commission Expires Seal: t NotaryPumic-$tats of Florida March 12, 2018 • My Comm.Expires Aug 21,2018 Commission#FF 15300 ****************************** ** ** ************************** ************ APPROVED BY C Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • �1 ENGINEERING - ),4 EXPRESS Project#: 42276-69034 Project Details: Telesco Residence Contractor: Florida Engineered Glass 64 NW 99th Street Miami Shores, FL Subject: Wind Load Design Pressure Calculations(Components &Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Vuit): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure +0.18 Roof Type: Gable Coefficient(GCPJ: Roof Slope (0): 0.0 deg Topographical Factor(K,J: 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 1.ca • Min. Building Dimension (L): 30.0 ft Coefficient (Knt: •••' Parapet>_ 3 feet? No Velocity Pressure (qnl'• 68.655. �fi'. •• ..... ...... End Zone (aJ:• 3.0 ft . ASD Method•••.P=0.6W*. • Mar Elev, z (ft) Size: W x H (in) Zone Shutter?Area (ft') K Z (K n) 4 (4 n) GC GC • �hressureS'(psf) ••••;• 201 15 74.0 x 50.0 4 No 25.7 1.03 68.65 0.83 -0.9 • +:41.8/.-45.5 ..••;• 202 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.88 -0.96-1 .'+643.8 t-47.5 ;:0000: 203 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.88 -0.97 +43.8 f • . •-4 204 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.88 -0.97 +43.8/-47.5 205 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.88 -0.97 +43.8/-47.5 206 15 37.0 x 50.0 4 No 12.8 1.03 68.65 0.88 -0.97 +43.8/-47.5 207 15 19.0 x 38.0 4 No 10.0 1.03 68.65 0.90 -0.99 +44.5/-48.2 208 15 52.0 x 50.0 4 No 18.1 1.03 68.65 0.86 -0.95 +42.8/-46.5 209 15 52.0 x 50.0 5 No 18.1 1.03 68.65 0.86 -1.18 +42.8/-56.0 112101 15 1 52.0 x 50.0 5 No 18.1 1.03 68.65 0.86 -1.18 +42.8/-56.0 Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Cod eal Fifth Edition(2014). Results are not valid for use unless approved via original signature a d raised engineer seal of a PE from Engineering Express. Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of 'Zad-serpternber 30 20 products shall be approved using these dimensions and pressures as verified by others. Frank L. Ben E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42276-69034 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE L OF ENGINEERING lgw!�z EXPRESS' Project#: 42276-69034 Project Details: Telesco Residence Contractor: Florida Engineered Glass 64 NW 99th Street Miami Shores, FL Subject: Wind Load Design Pressure Calculations (Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Vit): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: D Internal Pressure +0.18 Roof Type: Gable Coefficient(GCPJ: Roof Slope (0): 0.0 deg Topographical Factor(K,t): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 30.0 ft Coefficient(1<4 1. :•••0• Parapet>:3 feet? No Velocity Pressure (qh):" 068.6-%psf•• 00 End Zone a ..:.. 3.0 ft 000 0 0 0 ASD Method:'•••P=0,6w ...... ..... Mark Elev, z (ft) Size: W x H (in) Zone Shutter? Areagft2) K, (Kb) 9, (9 h) 'GCP , GCP' Tressur;SJp4) ••••�• 211 15 51.0 x 50.0 4 No 17.7 1.03 68.65 0.86 -0.9S '+X12.9/•-46,6 ••• 212 15 51.0 x 50.0 4 No 17.7 1.03 68.65 0.86 -0.95 ••h42.9 213 15 52.0 x 50.0 5 No 18.1 1.03 68.65 0.86 -1.18 +42.8 214 15 52.0 x 50.0 5 No 18.1 1.03 68.65 0.86 -1.18 +42.8/-56.0 215 15 37.0 x 38.0 5 No 10.0 1.03 68.65 0.90 -1.26 +44.5/-59.3 216 15 37.0 x 38.0 4 No 10.0 1.03 68.65 0.90 -0.99 +44.5/-48.2 219 15 69.0 x 50.0 4 No 24.0 1.03 68.65 0.84 -0.93 +42.0/-45.7 220 15 19.0 x 50.0 4 No 10.0 1.03 68.65 0.90 -0.99 +44.5/-48.2 221 15 19.0 x 50.0 4 No 10.01.03 68.65 0.90 -0.99 +44.5/-48.2 + _ Valid Only With Raised Engineer NOTES:Design is in accordance with ASCE 7-10(ASD method)and the Florida Building Cod Fifth Edition(2014).Results are not valid for use unless approved via original signature a d raised engineer seal of a PE from Engineering Express.Results are based on contractor- supplied data and shall be field verified by others prior to use.Selection&installation of ed September 30 201 products shall be approved using these dimensions and pressures as verified by others. Fran-L. nardo, P.E. PE46549 Cert Auth 9885 160 SW 12TH AVENUE,SUITE 106,DEERFIELD BEACH,FLORIDA 33442 42276-69034 PHONE:(954)354-0660-FAX:(954)354-0443 AutoPrint ENGINEERINGEXPRESS.COM PAGE_L OF M IAM I•DADE MIAMI-DADS COUNTY 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.miamdaade.eov/econonry PGT Industries 1070 Technology Drive North Venice,FL 34275 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 detennined 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 "AW-7.40"Aluminum Awning Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 manufactu Tees name or logo, city, state, modellseries, 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 lyere bias been no change in the applicable building code negatively affecting the performance of this lxoduct.:••••• •••••• TERMINATION of this NOA will occur after the expiration date or if there has Been A revisidd ool.chang� • in the materials, use, and/or manufacture of the product or process. Misuse of this 11 A as an enJorsemei. • 0600.0 of any product, for sales, advertising or any other purposes shall automatically tergygqte this XQ& Failu*'•6•; to comply with any section of this NOA shall be cause for termination and remover pf N13A. 6....6 09660 ADVERTISEMENT: The NOA number preceded by the words Miami-Data County,,FlWda, anfl•6..• see followed by the expiration date may be displayed in advertising literature. If a$teortion of1he POA 1 7 e displayed,then it shall be done in its entirety. 00 . . . . 000000 INSPECTION: A copy of this entire NOA shall be provided to the user by thc.manulacgAr or ils� • distributors and shall be available for inspection at the job site at the request of the Httildittg OfUNF4!; • This NOA revises NOA#12-1218.07 and consists of this page 1 and evidence pages E-1 and E-Z,'as*ell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.11 MIAMMADE COUNTY Expiration Date: April 11,2018 Approval Date: July 16 2015 ( Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED r A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.07) 2. Drawing No.MD-AW740LM,titled"Awning Window Details—LM&SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressur6 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 a series CA740P aluminum projected(awning)window,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-7061,dated 10/03/12,signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with .1 1h Edition(2014),dated 05/16/15,prepared by manufacturer, signed•and sealed by ••••;• ' Anthony Lynn Miller,P.E. 00 0 0 • •••••• 900:00 9999 9999:. 2. Glazing complies with ASTM E1300-04 0 0 0;0, 9999.. 9999 9999 . . D. QUALITY ASSURANCE •••• •••• ••••• 9999 9999. 1. Miami-Dade Department of Regulatory and Economic Resources9999 MER)- • .. . .. 0 999999 9999.. E. MATERIAL CERTIFICATIONS 9999.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray An*ricA,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15;expiring on 10;1/16.' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manuel PeE. Product Control Eer NOA No. 15-0419.11 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 I I PGT Industries I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition (2014), dated May 16,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.07,issued to PGT Industries for their Series"AW- 740"Aluminum Awning Window-L.M.I." approved on 04/11/13 and expiring on 04/11/18. ...... .... ...... .... .... . . .... .... ..... ...... .... ..... . . . . . . ...... Ma, uel P3wq,P.E. Product Control(Exyminer NOA No.1'54519.11 Expiration Date: April 11,2018 Approval Date: July 16 2015. E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SI1r LAMNAIEO 7n6'LAMINATED i GENERAL NOTES:SERIES 740 DESIGN PRESSURE RATING IMPACTRATING GLASS 0 I ••* g GLASS STACK I IMPACT-RESISTANT NOT AWNING WINDOW VARIES, RATED FOR LARGE&SMALL •• • • • • • •• BaB SLITM3TE Pve I BOB'SGPBY KURARAY • • • • • • • • •• BY KURARAY AMERICA,INC. SE£SHEETS 6-9 MISSILE IMPACT RESISTANCE • • • • • •�� GLAGLAED • AMERICA LNG 3116'ANNE 1)THIS PRODUCT HAS BEEN DESIGNED Q TESTED TO000• • • • • • • • • • 31tr ANNEALED GLASS • • • •• 116'AN�ALED COMPLY WITH THE REQUIREMENTS OF THE FLORIDA _ BO"WIDTH SxT� 39 GLASS39 BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 63"VISIBLE LIGHT WIDTH(DLO) INSTALLATIONS ABOVE 30'IN THE HVH4 THE OUTBOARD P o ANCHOR PAIR •• • • • � •• 11nr minas TE � 11nr GLASS BRE LITE(CAP)MUST TEMPERED. REQ'DIFWINDOWIS 12'jdAX.::_� N • • • 27-718-WIDE OR LESS lr*IL..4r1�� ro -33 • • 3 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN B,SEE WIND-BORNE DEBRIS REGIONS. (HEAD 6 SILL) ��SHEET 2 OTHBRW:E 4B MAI. • • • • 60 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, •• • • B • • 32 USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS T WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY i UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE, / GLASS WrLAM•ATEA SEE TABLE 3,SHEET 4. -'-- -'-'-'.-----------'1-------- -.-'---'---- GLASS STACK 39" 1b•ANNEALED 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE / / A EE HEIGHT .ppp 9UTACRE•PVB CONSIDERED I X INSTALLATIONS.IX WOOD BUCKS ARE I 7Ar AIRSPACE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO / \ SHEET 2 1DLEGB AMERICA,INC. KURARAY SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1N' VISIBLE THICK OR GREATER.IX AND 2X BUCKS(WHEN USED) / / \ LIGHT 36 tIr ANNEALED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 18"MAX. HEIGHT Exr�ERL,wR GLASS - 5 TO THE STRUCTURE.WOOD BLOCK DESIGN AND O.C. / \ (DLO) fir' f INSTALLATION 13 THE RESPONSIBILITY OF THE , 37 11nrGLASSBITE ENGINEER OR ARCHITECT OF RECORD. 9 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 4"MAX. BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, 31 SO SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR ' B —�{ �-- 4"MAX' 3� CORNERS OF THE FRAME.INSTALLATION ANCHORS 23'MAX.O.C. USE ANCHOR PAIR FOR UNITS GLASS TYPES 3&4 SHOULD BE SEALED.OVERALL SEALING/FLASHING OVER 27.7/1"WIDE(HEAD&SILL) STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE ELEVATION OF AWNING WINDOW 7ro•NOM OF THESE INSTRUCTIONS. GLA9957ACX TYP. � GLASS STACK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE I; 1/4'AIRSPACE me-ANNEALEDGLASS SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 311r ANNEALED AOO'SfP6Y wKIIRA APPLED LOADS.WOOD BUCKS,BY OTHERS,MUST BE Glass Types Sheet# OR TE1IPEREDGLASS AMERICA,INC. SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED 38 31Ir ANNEALED GLASS ON THEM BY THE WINDOW. 1 5118'Leml(118"An-.090'PVB-1/8'An) 5 EXTERIOR --f 7)DESIGN PRESSURES: )2 7118"Lemi 1 An-.000"SO-3118'An8 <3 r A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 7/8-Laml.IG 118'An-711('Air-118'An—OW. 90'0PVB-118-An) 7 $7 wtr GLAss BRE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 4 7181 Lemi.IG(U8'T-7118'Air-1/8'An-.090'PVB-118"An 8 3 ASTM E7300. 5 718'LemL IG(311 An-114•Ak-3118'An-.090'SO-3/18"An 9 B.POSITIVE DESIGN LOADS BASED ON WATER TEST 6 7/8'Leml.IG 3118-T-1/4'Air-3118'An-.09V SO-311W An) 9 PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 31 so ANALYSIS AND GLASS PERASTM E1300. 'PVB-=BUTACITEOPYS BY KURARAY AMERICA,INC. 32 PRODUCT RBVISED 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN "SG"=SENTRYG Y KURARAY AMERICA,INC. GLASS TYPES 5&B Building code withth0 FbTtda 11 DESIGNED TO RESIST THE WINDLOADS CORRESPONDING tLI1111 Ampion DAAIe 101%)a )5-�rJ TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3% \��� OkV LYN/y /�� Revised By: Dula: ReYision B: B n111e1I STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN \� .� 11 OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR GENERAL NOTES.............................1 P?•L\CENSE••4F,p {A — WAS USED FOR THE EVALUATION OF ANCHORS INTO ELEVATION......................................1 Or;' ' Revlsee BY Do(..- Revla7orl A• WOOD.ANCHORS THAT COME INTO CONTACT WITH GLA7JNG DETAILS.................._......1 N0.50705 ' '4 5TH EDITION(2014) OTHER DISSIMILAR MATERIALS SHALL MEET THE = LM 5/15/15 Fac UPDATE INSTALLATION....................-..........2 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ASSEMBLY TUBE DETAILS.............3 -p —+—mss ® DescriPDon: Drawn By: CORROSION RESISTANCE. ANCHOR SPECIFICATIONS............ 0I 4 73 / L az GENERAL NOTES&ELEVATION J ROSOWSK{ 9)REFERENCES:TEST REPORTS FTL-7081.3578,3680. DESIGN PRESSURES......................6-9 '��••. F�TE OF �lV�: 1070 TECHNOLOGY DRIVE TIIIe_ Dale: 3724;ELCO ULTRACON NOA;ELOO CRETEFLEX NDA: (�1'••,10RIDP.••' �� N.VENICE, FL 34275 ASSEMBLY DETAILSAIOM..._...._.10 % .ti , AWNING WINDOW DETAILS-LM&SM 08/08/12 I AN6UAF5PA NDS FOR WOOD CONSTRUCTION AND ADM sir�S/ �1 P.O. BOX 1529 ALUMINUM DESIGN MANUAL. rIr7�NAL1E1�� NOKOMIS, FL 34274 Serea/Mode1: Sceor: SM.1: orowing A.LYP.MILLER,P.E. CERT. OF AUTH. 129296 AW-740 NTS 1 OF 10 MD-AW740LM A P.FJ15B705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INSTALLATION INSTALLATION INSTALLATION EDGEOPTION 1 DISTANCE -- y-� EDGE DISTANCE OPTIOW • • • • ••• • ; OPTION 4 DISTANCE INSTALLATION ANCHORS INSTALLATION WHOIgS •• INSTALLATION ANCHORS INTO 2X WOOD. C.ONCRETEICMU DIRECTLY INTO FASOY.• • • • • • DIRECTLY INTO METAL. • • • • • • • AS REQUIRED PER 2 EMBEDMENT REQUIREMENT ••• • • • • �UGK WIDTH PERANCHOR TABLE 3,SHEET 4 + —..L 1/4'MAX tg 10 TYP.ANCHOR SH*A TYPE,EMBEDMENT 4 Ib • • • 13 89 • • • • • • AND EDGE #12 STEEL FOR SNUBBER 24 DISTANCE PER 8 3 • • •• • • 1SELF-DRILLING8 12 83 REQUIREMENTS,SEE 1 SUBSTRATE.SEE • 0 SMS,SEE TABLE TABLE 4,SHEET 4. 82 4 TABLE 3,SHEET 4. "� •• • 3,SHEET 4. O 3 80 ® 87 DADE APPROVED EDGE - I I 84 I I MULLION.ALUMINUM• 8 DISTANCE ATTACHED TO I I ATTACHED TO STEEL FRAMING OR 35.37 Q + . VENT SILL ® ATTACHED TO VENT SILL STEEL STUD. 0 ATTACHED TO "�' 35-37 FRAME SILL 38 39 81 87 13 FRAMEJAMB EMBEDMENT 22 1 3 83 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR JAMB 81 TO OPTIONAL ADDON WINDOW WIDTH Cny HARDWARE 12 VENT JAMBFLANGE 0 HEAD, WINDOW It SILLS JAMBS SEE DETAIL HORIZONTAL SECTION A-A HEIGHT 22 Al.BELOW" NOTES: BUCK NOTES: VISIBLE LIGHT FORMULAS HEIGHT ATTACHED TO A 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 FRAME 6 VENT 1)USE ONLY SUBSTRATE-APPROPRIATE / / \ COMBINATION UNITS. HEIGHT:WINDOW HEIGHT-7 VISIBLE JAMB 10 ANCHORS LISTED ON TABLE 3,SHEET 4. / ` / ` [� ADDITIONAL INSTALLATION LIGHT FOLLOW EMBEDMENT AND EDGE 1y HEIGHT DISTANCE LIMITS.ANY INSTALLATION SO'MAX• ANCHORS MAY NEED TO BE (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / / ` / / \ INSTALLED FRAAMRES AT 1D'M AX FRAME JAMB SIDE OF THE WINDOW. r-- - 14 / \ FROM EACH SIDE E THE FRAME ATTACHED 2)ALL WOOD BUCKS LESS THAN 1- ASSEMBLY TUBE CENTERLINE. 1/Y• ATTACHED 70 TO FRAME THICK ARE TO BE CONSIDERED IX (� SEE TABLE BELOW. FRAME JAMB © 89 JAMB INSTALLATIONS.IX WOOD SUCKS ARE 17 OPTIONAL.UNIT MAY BE INSTALLED "'I �"—' 10'MAX• I Additional Anchme Assembly on each �,SEE DETAIL A2,BELOW SMe orthe frame Assam Tube(FAT) ATTACHED DIRECTLY TO SUBSTRATE.WOOD BUCKS Window Anchor Type TO VENT DEPICTED AS 2X ARE 1.1/2'THICK OR JAMB GREATER.1X AND 2X BUCKS(WHEN USED) a W10 A 8,C 8 D 02 SHALL BE DESIGNED TO PROPERLY IaDET.1 '� 17'-22.8" 0 0 TRANSFER LOADS TO THE STRUCTURE. Y3--259"38 39 89 WOOD BUCK DESIGN AND INSTALLATION IT IS THE RESPONSIBILITY OF THE ENGINEER17 OR ARCHITECT OF RECORD.MAXIMUM < Hdghtdow MdlorType SHIM THICKNESS TO BE 1/4•, Het22.21 17'-22.9"EXTERIOR S2 pETA1L 23'-25.9' 0 1 6 AllA2 28'+ 1 1 �R�DU PRO �ilhDUCT S Bvildia9Codo 80 txwooD Aecepl•Ke.No11"OS"I.1) 1 19 84 BUCKSTRIP, ReWeed Dy: Dale: Ro*im B: Llapiredo•Dne 4A1N3 _ SEE NOTE 2. \`�� �.(LYNN By Daaeeroaua. THIS SKEET ;h��.•JCENSF '• 'Q� Revised By: Dole: Revierm A TYP.ANCHOR TYPE, 14'MAXSHIM �:` LM 5/15/15 REV ROTO SCREWS EMBEDMENT AND EDGE 58705 Drown Ity: DI STANCE PER SUBSTRATE. .. _ p DeecrIplion: SEE TABLE 3,SHEET 4. EMBEDMENT ; uI= GENERAL NOTES&ELEVATION J ROSOWSKI PER CONCRETE � '' ��7p7•OF ;• � 1070 TECHNOLOGY DRIVE Rrk: Dole: INSTALLATION OPTION 3 REQUIREMENT .: ,. ;Uq FLOR�01 ' �\ N. VENICE, FL 34275 AWNING WINDOW DETAILS-LM&SM 08/08/12 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B SIp(�fA�- 529 NOKOMIS�FL134274 1X LLATIOBUCKSTRIP INTO MASONRY. r Saae/►tW- Scale: Sheer: Drowirg No. Rev: �'4+>AMa�P'E CERT, OF AUTH. x29296 AW-740 NTS 2 OF 10 MD-AW740LM A P.E.i SB705 ..• ... . ... .. . . .. .. . . . . . %:. . . . . . . . . ... . . . . ... AWNING(X) AWNING/AWNING(XX) AWNING/CASEMEJ&/Fi UD C4ftM9W(XXJ1 ;•' PRODU pRwllhtheFtodda ns mYl S • • • • • • •• • • •• p��itdine0od0 •0 I •(� Aaeptnnco too FIGURE 1: 10,SEE NOTE 7,THIS SHEET • • • • • • • • pA,TChpl1o11 Dnb /�18 FIGURE 2. i7d06E� �i • / ••• • M e BluWINDOW AWNING ByWINWINDOW / DFRV4 ._.r •••ASSEMBLY•HEIGHT TUB • •• • • FRAME ASSEMBLY TUBE NOTES:10",SEENOTE 7, pTHIS SHEET • • • •� • • 1)DIMENSIONS SHOWN ARE WINDOW W74"RIES• • • • •• •• DIMENSIONS FOR EACH INDMDUAL—CASEMENT—'- WINDOW.FOR SIZES NOT SHOWN, (nWIN�W1 _ / ROUND UP TO THE NEXT AVAILABLE 0 �II� tip WIDTH OR HEIGHT DIMENSION SHOWN WIDTH '740 740 / �E / ON THE TABLES. i� SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCT W AWNING ASSEMBLY AWNING (n g Q ; WINDOW TUBE WINDOWASSEMBLY�_, (CASEMENT,AWNING OR FIXED 0 N o p E TUBE CASEMENT)MAY BE ATTACHED TO THE Z J B / FRAME ASSEMBLY TUBE.FOR ALL Q \740 SERIES WINDOWS,USE THE WINDOWS NOA d = J FIXED WINDOW* / FOR ANCHORAGE,SIZE ANDDES40N Vru W PRESSURE LIMITATIONS 0 0 0 e Q M 3)ALL WINDOWS IN THE COMBINATION Z W� 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY ra 740 SERIES I/\ I/1 INSTALLATION SPECS COMPLY WITH THE REQUIREMENTS OF ul � H CIO AWNING EXTERIOR / / THEIR RESPECTIVE NOA. 0 WINDOW n_ I / \ I / \ O } _o I"' 4)FRAME ASSEMBLY TUBE TO BE •• ••; m 0 �F Z 4 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN 8 $O 0 AWNING CASEMENT RETAILS,WITH MIN.#12 X 1"SHEET METAL SCREWS.USE THE SAME co —0 FOR SINGLE UNITS: WINDOW WINDOW SPACING AND QUANTITY AS THE fn 3 O 1 DETERMINE YOUR WINDOW SIZE MIN.#12 X I'SMS THROUGH OPPOSITE FRAME MEMBER. la Q AND GLASS. INSTALLATION HOLES FR' J 0 W Z Z FRAME ASSEMBLY 8)THE FRAME ASSEMBLY TUBE MAY J Vj w2 Z 3 2)KNOWING YOUR ANCHORTYPE ASSEMBLY �� IN 63'F£LANOED WINDOW)ED 62'IN LENGTH(AS USED �0 q uQ AND SUBSTRATE,DETERMINE TUBE USED IN TEE OR CROSS OR Q YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12X CONFIGURATIONS Q�! �LL TABLE 3,SHEET 4. 1"SMS 1'SMS 3)FROM SHEETS SA FIND THE THROUGH CASEMENT INSTALLATION40 SERIES 6)THE FRAME ASSEMBLY TUBE IS NOT kms' m INSTALLATIONWINDOW REQUIRED TO BE CLIPPED TO THE SHEET FOR YOUR GLASS TYPE. HOLES HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO o m m FIND THE PRODUCTS DESIGN 740 SERIES FRAME 111 740 SERIES BE SEALED BY INSTALLER- PRESSURE NSTALLER PRESSURE FROM THE TABLE AWNING EXTERIOR AWNING LABELED'DESIGN PRESSURE ASSEMBLY 740 SERIES WINDOW �nn�� WINDOW 7)FOR ALL COMBINATION UNITS, a w xo" (PSF)FOR SINGLE WINDOWS,ALL V TUBE EXTERIOR EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS u cj ANCHOR GROUPS' CASEMENT MAY NEED TO BE INSTALLED w 0 0 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C WSOW THROUGH FROM EACH SIDE OAF THE ES T o,0.Z u z WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE. ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE Add6on•I Anchm R"Ifed on W-h WWW 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 6 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. �� LYNN TABLES, 2)FROM SHEETS 6.9.FIND THE SHEET FOR YOUR GLASS TYPE. ��Aj,AnchmdIFfarmn•Ass rn*Tube ryge A F /`,FQ 6)USING THE TABLE LABELED aA B,C R DZVINDOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED "DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TOA VERTICAL FRAMEASSEMBLYTUBE" OR"DESIGN 'I� 0 0 rt Na-50705 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSO FOR WINDOWS ATTACHED TO AHORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THISTHE NUMBER OF ANCHORS MUST SE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRES6URE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR 0 1NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. U JAMBS OF YOUR WINDOW. Window Anther T < �� STATC•OF j 8)INSTALL AS PER THE 4)USI G THE TABLE LABELED'WINDOWANCHORS REQUIRED' ABLE 2,SHEET 4,DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS Of u HegM A B,C 8 D I. �•�; (T 1 c 17"-227 0 0 S Loa10•. �Ca INSTRUCTIONS ON SHEET 2. S)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 2r-25.7 0 1 ��i�s(()NA- SHEET 2),AND THAT MIN.9 12 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 28"a t 1 A.LYNN M BIp.ENI, r, . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 2; Window Anchors Requited • • • • • ••• PRODUCT REVISED Is! . . • . e • •�"� ev cm•plyhIS With tiro Florhla W indow 1IYItih Gn • 'P\B'�BIITACITt`tyei BY 'riding Code Ir02111, �' (oder 2 &16' Z7-718' KURARAV AMERICAe1NC. Acceptance No Anchor I Anchor Orotq Anchor Group Anchor imoup I Anotor uP Anchor Group Anchor tots AnoborGroWoNpchoriltrow Iroulb 00* e L"+•'rnt' Dak �� A B IC&DI A 1 B C&D A 1 B JC&D A 1 B IC&DI A 1 8 C&D A 1 B JC&D A B C&D1 A I B IC&D A B C&D A B C&D 'SG"_SENRYGLAS%Y By under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 KURARAY AMERICA,INC. Mlatni a Pto6ucf sd/811 2 2 2 2 2 2 2 2 2. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 6 8 4 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P •2 2 e2 aGa 000 !! 25.15178' • TABLE 4: Plsad19111 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 A 4 4 4 4 8 2 8 Jamb 3 3 2 3 4 2 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 / 2 3 •• N Q 3kp • 2ioad SnubberLoctaOons W HeaNSil 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 8 • ell B. i e4 • Jamb 4 6 4 4 5 4 4 5 4 4 8 4 5 8 4 5 6 4 5 6 4 5 6 4 •• of 60x18' HesdlS& 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 8 4 Glue ryes: .l c PVB(Typal 1,3&4 SG(typn 2,6&6) _ O Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 8 7 4 Now Or max_ftm each and 2 r� He 111 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 Regksrad &20'max O.C. h =>S Jamb 5 0 4 5 7 4 6 7 4 6 7 4 B 7 4 6 7 4 8 7 4 Head/811111 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 SAMPLE CONFIGURATIONS: ] f/) g 1 6T Jamb 5 7 4 8 7 4 6 7-4 6 4 8 B 4 6 8 4 Q e(f Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 a 4 4 4 4 Jamb 6 7 6 6 8 6 8 8 6 7 8 5 7 8 5 x, Lill O 7T Haedlt3W 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 /Xt Ix�Ilx d LL 75 Jamb 6 7 5 7 6 5 7 9 5 7 9 5 In O HmAS11 2 2 2 2 2 2 2 2 2 4 4 4 X 'y = Z J Jamb 7 8 5 7 0 5 8 10 5 11, U Head/3111 Z 2 2 2 2 2 2 2 2 f X O O N (J USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH / �— OR HEIGHT DIMENSION SHOWN ON THE TABLE. `X O Z Z TABLE 3: .. 8 CO Q O MFL Min Min. Anchor / X j $O ISJ j] Group Ander Substrata Edge O.C. Plate X� O X, X• X Fp}—. Distance DistanceEmbedmerd Required? EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7N 8'ANNEALED SO LAMI.GLASS. ! 1 Y Z 114'MASONRY ANCHORS INTO CONCRETE,+701.80 PSF DP REQUIRED,NO ANCHOR PLATE / U) O 114'steal Uiroom Hallow Block 1' 6' 1-114' No S.Pine 518" 1" 1JI8' No AWNING ANCHORS: A 014,steal SMS(05) 606375 Altm. 316' 518' Pio q)FROM TABLE 8,ANCHORS C&D ALLOW A OP OF+70/4D. '� J of Z a~ or 014,410 SS SMS A38 Steal 3I5 518" .050" A653 Stud Or.33 916' 515 •035' 2D Oa. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND y $ y m it Z x ,g S.Wns 518' 1' 1-318' Pb SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. Q F J —y o Q E Q B M$steal SMS(GS) S063T6 Altm. 315 618' .060' No or M2,410 SS SMS A36 Steal 31W 516' .off No C)FROM TABLE 2,4 ANCHORS ARE REQUIRED N EACH JAMB. AM Stud Gr.33 918' 518' AW,20 Ge. No 285k Concrete 2-V2' 1.3n8' No C)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 114'steel Wtreoon 2.85k Concrete 1' 4' 1-314" No < N N Hollow Block 2-10 S 1-U4' No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, 10' 10' C S.Pins 518' 1' 1.318' Yas 4" E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4"I+- 4" ZZ k.i m a 012,deal SMS(G5) 606375 Alum, 318' aw AM, Yes QA ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). or M2,410 SS SMS A36 Steal Wr 0116' •050" Yes A853 Stud,Gr.33 316' 518' .045,18 Ga. Yes 0 a s o S.Phe 518' 1' 1-3/B' Yu T 014,steel SMS(05) 6053-T5 Nun. 91B' 515 .0719' Yn QA FIXED CASEMENT ANCHORS(SEE SEPERATE NDA): 17.87' or M4,410 SS SMS A36 Stew 9I6' 510' .050' Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701.83.1. t(t I t I r 1 1 A853 Stud Gr.33 91B' Sr Y,18 Ga. Yee � 2.85k Concrete 1' 4' 1.314" Yes 8 FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.25' ` O ••' • , F -� 114'steal Ulreeon 2'��M• 2-U2' 4' 1.3IB" Yes SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ` ��;•'��CENSS '• 'P D Hollow Book 2.112' S 1-114' Yes 61' Flied Block 2-117 4' 1J/M Yn C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. No.50705 114.410 SS &35k Concrete 1' S' 1 No CnteFMx Hollow Block 21? 6' 1-114' No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. /� _ � —�fv 3.5k concrete 1-114' S' 1-314' D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1 4 L ' ��� 5118'steal UWwm Hal Block 3116' 1-114' J. 1! 1u' Filed Block 2-117 5' 1314' No 4" 4' �����••'•.FCOR\�P.:'�'�+�: E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME NOTES. ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. �-- 25 'j I 1 I t I 1 11 j t t\ 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 48 A LYNN MILLER,P.E. PE.05870S . . .•. . . . ... .. .. • • . .. .. • • . . . . . . . . • . . ... . . . . ... FOR GLASS TYPES: TABLE 5: • • • • PRODUCTREVISED Deepn Press-(pat lar Single WAWA•N Anchor Grape '16)65/16i1LJA�M,�I(1 Pig)+�a�0"PV61.118/4" as complying with Me Florida VVId"W6Ah �`i•' � Y"•' B,lilding Code un0ar Zr 25.1&16' 27.?Ar 90.314• 37 34• JT 4C m1w 80• Pve'" A BY ,INC: • • Acaptanx No��9'��4•a.� ••• • • • ••• • frau n Dale 71.A 1!'i udW 2r +79,90 +701-OD ♦ DD .701-90 TV 90 +7N.DB .701-90 «701-90 •70-00 -701-90 261&16• -7gf-90 +7w-W +70400 +7gV-9D -TW.00 QW-96 +70f.90 +701.00 -701.90 •701-90 8 9r -701.90 +701-00 +701.00 +70)-go -701-90 .701.90 +701.06 ,Tor.00 +7aa1.1 -7-7.1.2 . 60.616• .7x-96 +70f-90 +M-10 +ra•90 QW-go 47.•66 ♦7aae.2 «ip-n.6 3EESHEETSI 8r +7131.96 +701-90 ♦70f•90 +7&.86.6 4ro43.7 +701.79.6 4M-74.3 d•4 WINDO • • • • •• ••• •• or •T9 W -7W-go +ro•90 +7&42.3 +ro•714 4701-78.6 +701 781 HEIGHT ANCHOR ••• • • • • •• •• }- ¢ 8r .7&-00 +T9 00 +TW 63.6 +7W-78.3 +701.73.4 +F 60.4 LOCATIO2S• • • • •• • • (jJ 77 +7Of.96 ♦7&.87.2 +7&•77.4 H-09.3 41-e64 II I • • • • • • • • LLI 76' ♦701-96 .70"64.6 +ro-762 0.65 �I'� � QU TIES.• • • • • ••• •• 64• 1 -m-90 1a7W-ODA I +7&•70.6 H � CD W uj g U TABLES: Z Z °� o Deslpn Pr §tn(pal(for Wrtlmma Allaol•d to a VWtIeN Fr•M AN","TI•e SEE SHEETS 16 4 O Md..Width 10•MAX 1L FRAME FOR WINDOW 1 VJ Wuger2r 2S16f1Y 27.71M 3D-WY I or 1 34 or 4r 53.1AW OV I ASSEMBLY ANCHORLL Anchor Anglo Anna/ Anchor AmhW Anshor Anchor TUBE LOCATIONS AND O V� p.O AMbWGrap AriolDr Bray Anchor pow �� • �� Gglp Crap piglp pap QUANTITIES-SEE Z W J £ A 8 C D A 8 CSD A,C6D B N NI N NI NI AN All WINDOW! SHEET FOR ANY f1 ,¢ •n undW . 40 +7&46 .ro40 +7&•90 .ro40 ♦ 47&•90 +701-00 eTW-9D •7&-W ♦7000 +T&-00 ♦7&-00 a ♦ ♦ HEKIHT ADDITIONAL to N lFL' 2}iS. +7&40 +ra40 -70140 +7&40 ♦7&40 +7&40 +701-00 +70140 +7&Ag +7&40 +7&40 +ro40 +ro•9D +7&•00 +Ay-00 ♦7&•90 T I ANCHORS r lJJ C' O) JO' .7&-00.9.7&765 +70140 .70140 .7&707 +ro40 ♦ro40 +ra40 ♦7&.90 +ro40 .7&40 +7&40 +7W OD +7&90 +m21.1 ♦70/-71.2 l�WINDOW I ADDITIONAL REQUIRED FOR tt O p 5661/ +f483 .1-51.3 .7&90 •7&.90 +141A .ro•co +70MID +ra4D +7&69.8 +ro40 +7&40 .ro40 +7&49.2+ro•nA 111���-""" THE FRAME � � Z WIDTH (4),IF REO. 00• +7-08.3 +f-48. ♦roM.i .ro4o N.81.6 +ro-0t.2 .701-90 +7&40 +7&•79.11+7&46.6 a7&43.7-7&-706 .ra•74.3 ASSEMBLY TUBE. or +1.55.7 0-43.6 +7&.80.7+ro40.0 +f-4g3 ♦ro-77.7 +?W-00 +7000 +7&-72 +7&-02.3 NW-ODA N&•76b+7&-70.1 0 6 Y Lu z_ a � � o _ .. o oN z � z R �¢ TABLE 7: I � u W 31 4 Dntn PIOa91n�IN W0100n ANetM lD A HOU00111 FWDA$MbV TIDO L � J e � $Q FRAME vamw Wm WINDOW ASSEMBLY m HEIGHT p a m N ry rn v19Br 73'2576!16• 27.7/5 30dN• 32' 3P 8T I6• 63-t16• � TUBE AncIDr Am Dr ATK W AralDr Slap Anchor pap AntnwGmW Ant:6WG" AMIMrpap Amncr papR AnchorOwp Bfap Orolp poop N N All A,C6P B A.COD B A,C&D B A B CSD A 8 CSD A B --C&D A B C D KL- o`40 IAAX. px� x IadC2r .1&40 +70140 •7&40 +70140 +70140.4 • «ro .p + - •7&40.8 +7 ♦ .743 +7&4D + -7 N•6g.7 +7&40 +146 +/bt.7 +7&-90 H666 +/-19.6 +T&-61.7 • i u m a 2644ir +701-9g +7049 •7&40 ♦70140 •7040 .7W-W .7&-00 47&-90 .70140 ♦7&44 .7W-0D +7&40 +WA •70140 4700 +1511. +7&40 +7&40 . . 7.2 +761407&40s9• .70140 +70140 +7040 .ram .T&40 +70/40 ♦7040 +7&•90 +7&40 +7&-00 +7&40 +7&40 .7&499♦701.86.1 +7&40 -7aaz6 +/47 +7&41.1 N660 HM 47&-71.2-70171.2 WINDOW I IIDR . >a0 0 g 506V +7040 +7&40 •M-00 .70t4g -7&40 .70'40 00140 +70.90 +7&40 +7W49.2+7&40.2+7&402-ro•77.0.701.77.0.70N7.D WIDTH IF (4).ff REQ. i 60• ♦701-00 +7040 +7&40 +7&466+7W48.5+7&437+701-83-71+70f-n-6+7&•79.6+7&.74.3+7&74.3+M-74.3 o Y Z w Va.&1• .70-00 .7040 +7&40 +7&-029+70142.3+7&-70.4+7&•70.4+70x66+7&•78. +701.70.7 +7&•701+70/•70.1 sr .ra4o +70011 •7&-03.5.7&•783•701.78.3+7&-7J4+701-79A +I.80A +/494 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 7r .7&40 .70147.2.7977.4 ./40.3 .149.3 •141" +1464 LOCATIONS AND QUANTITIES.SEE SHEET \-�1N� LYNN 76• +7040 .ro44A+79762 +143 -f45 3 FOR ANY ADDITIONAL ANCHORS `��� 0 ENS ' +7W46 .70!40.4.ra-70.6 REQUIRED FOR THE FRAME ASSEMBLY ..••SIC �p TUBE. Q: ••.ii No.58705 w:z 5 A EO NOTES: 1)SEE SHEET 4 FOR ADOITI074AL SAMPLE CONFIGURATIONS- V!f(Y Lyglgl NBL�r�,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P,E.655705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: TABLE 8: • h-2 • • PRODUCT REVISED Dafgn Prow•W tr 8401 Wlydwa,All Amhu Gmups •• 7118"•LAAA141/16"AN.ti.09dn SG-3/16"AN) w ec'MAYing with tla Florlds • BuildinANq 17Dda Ws�SMAh • •'Std SENTIrMAY NURAIRAY AMERICA,INL. Act1 untlaa 25.1&lW 27.7/6• 36311• Jr 34' 3r 4B' 611/6' er • • • • • • • • • • 1b uclera .6x-130 +6W-136 +6x-WD Wx-190 1901-1 •136 +661.1 .9x.130 4901.130 +00.160 ••• • • • • • • 2&15119• +90-130 +01.13D +0%130 Wa•130 •901-130 +9a-130 +9x.136 +00-130 +901.130 +OW430 � BY W +9x-130 Wx-130 +01.130 .90M3D •6x-130 +0x-130 Wa-t0 +9x-13D -M-13D 16x-126.6 SEE SHEETS 1 665re• •00d30 Wx-f Jo 4Ox-130 Wor-t3o •901-wb +6x•teo +90430 +0•130 •• •d •FOR •• 000 •• or +9x-130 Wx-160 +901-130 +BOI.190 +6x-130 +6x•10 +6x•130 WINDOW • •WINDOW • • • • • eY •00-130 +00.130 +01-130 M.13D #x•130 +8x•130 +0/-120.6 HEIGHT • •OMHOR • • • •• • � �Q or +9x•130 Wx-I30 +9x•130 +ex-130 Wx.13D +ex-130 • •LCltATiDN* •• • • 7r 006730 +601-UD +6x-130 48x•130 +9x-130 • • • • • • W 76• 1911-131) +601.130 +W-130 +9x-190 7}-- wINO•Y� • • ••• •• 64' •6x•130 W0).1J0 001.130 I WIp7H Q ANTI'13. J V wLLI IdI� TABLE 0: s F Dal6n Pmew(go to WY6onA%mt•d to s Verged Fun•Aasray TIAs SEE 9EE SHEETS 1 d 4 = W6Mow WNm 10"MAX -►{ I+- FRAME FOR ANCHOR (� r WWtO,ra 26.1y1e•, 27aro• J6S14• 9r 3s' 3r Ie• 611/e• 60• I I` TUBE Bir ANCHOR Mona clap Aram am"p At.,Group Andw A^0tw AncM Omw Anoka trap Archon Archon Arohor � TUBE LOCATIONS AND -� Z � J O Waw map map Qotp trap QUANTITIES.SEE w 10 A 8 C D A 8 CLD M+7Wl-9D +7W-9D NI NI A,CBD 8 A,CBb B N N N WINDOW SHEET 3 FOR ANY (L ;Q 3i rer +ram + m +%e0 17x40 +rom •ro-0 +7040 +7x•60 + m +ram +lam .7x40 .Haab .7aib . m •ram HEIGHT ADDITIONAL to 04LLI+70140 +7x40 +70/40 +70/•0 .7x-90 17x40 +7x40 +70-0 +7x40 +1x40 +lam +ra40 +ra40 .7x20 .70140 .7020 ANCHORS "- `+ro26.9•701.70.5 .ram .70690 +701.78.7 .70640 17x40 +70140 +ram +Lam +i0I.0 .rom +7x40 1ra40 .ram .70/40 } ADDITIONAL REQUIRED FOR GO w 0 +1mA +144.7 +7x40 •7x40 +/dt.4 +7x40 .7x40 +7x40 •lam +7x40 +lam +7x•0 +lam .ro40 I�„WM 'N .�. ANCHOR THE FRAME O �jNZ +126.6 +125.8 17x-04.7 •7x40 +/31.6 +7x-01.2 +7x40 +7x40 +lam +70/40 +70140 +10Im .7x264 WIDTH (4),IF REQ. ASSEMBLY TUBE. $ t(j 8 O N Q +1267 +1294 +7x26.7+ra-06.6 +1x6.9 •ro-M.J +7x40 17x40 +7a-M +7x.0 +701-90 +7x40 +7x26.6 +7x40 +ra2f.J () Y w Z_ (L Lu L O ~ .a k 0 V5 Z �a n TABLE 10- •; .J Q w .4 DnIgnPressue6*brW1ncimsAnKhWjaaNaUcgWFrm9AuwWTI•e ' 8p ~Q y FRAME B Weawwlan WINDOW ASSEMBLY Uta1r 23.2556/16'If- +:All 90,9/4' 9r Be 9r 45 69-1A' � HEIGHT TUBE O Ca miv N Arena AmhDr Anchor Grow A.0..Gmw AahrGraq A.IlaGwo AntlarGmw Astor Gmw MCnaOmOp Oraup Glow 1B•MAX. A9 AN A.C60 B A.CAD B A•O&D B A B C&D A B C80 A B C&D A 8 C D 0LL x�+ uWera slam Nam +lam +70690.4 • +701 A + +70'40.6 +7x40 +7x•74.9 Nam .701-7931 +I-M7 +7x40 +1m +121.7 +lam 17466 +1-0.9 +ro .7 +7x40 z�i0 26.16115 1701-0 +lam 17x40 +ro-00 •7040 Nam +701-0 .7x-60 +7x24 r70ME +lam H27.6 +70140 +7x40 +128.5 +7x40 +7x40 •121,0 +7x41.2 1701- +7x40 AOOrTIONM2U- W .lam +lam +70140 .7x40 170)-0 Nam +70140 170140 +7x40 +7040 +7x40 +7x•0 +7040 .7x40 +7x40 +7x40 +70140 •7ftf-%2 +7x21 +70100 +7am WINDOW 62 1 ANCHOR a YO 6058' +701-0 +7040 •70140 ♦7x40 +76140 +lam +70/40 Nam +7040 +7x40 Nam .701-0 170140 +7x40 WgTH 4J IF REQ. z 65 .701-00 +7x40 •701-W 17x40 #ram 17x40 +70140 +70140 +7040 +7x20 +7x4063• .7014 +lam .711140 17x40 +4040 +70140 +7x40 +70140 aro40 +7040 .7am6r +7x40 +70120 +lam .rom +ra40 +lam •lam .lamSEE SHEETS 1 b 4 FOR WINDOW ANCHOR 7r +701-0 .76120 +lam •M40 •lam +lam LOCATIONS AND QUANTITIES.SEE SHEET �`\ YLYNgI+76/40lam +ram .ro40 3FORANYADDITIONALANCHORSM• +lam .ra40 REQUIRED FOR THE FRAME ASSEMBLY Q'c �10ENSF'•.�F,P�� TUBE. PT N0.58705 ' 0 1-10 TE F (V 51UNAL NOTES:9EE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 1 k uNH M)A P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.6 68705 . ..• ... ... ... .. .• .. . • •. . • . . . . . • • . . . ••• . . . • 000 FOR GLASS TYPES: TABLE 11: Deep Pone•1p49 br 60il"WWwo,A6 Arohor Grow. 7!8'LAMS jG:( "AN-TAS"f�IR�1l8"�1N-.090�PVB-1l8"AN) PRODUCTREVTSEO • • Cu complying wish tAa Florida O WYdaa Wkkh BUTACR BY4KUPy YAIVER .• • • Building Code � .t1 Aecaylm_No uds723' 26101@ 27-7R' 303N' 37 34' 37• 4r 63.118' I 6r ••• ••• 000 ••• ••• ••• LMphN on Dale �-��j uda 23• + -0 .?W-90 +701.0 +701-0 +ra-0 +70.90 +701-90 VOL 90 +701•AD +701-00 25.1d1e' +70.0 +701.90 +701.90 +70-91) +79.9D +70-90 +707-90 00490 +74-90 +701-90 1 By 3r +701-90 +70.90 .701-90 +70.90 +791.80 +70.90 +701-90 +701-90 a701-03.2 .70.731 L SEE Mia P W4VV +70.90 +701-90 +70-90 •701.11) rm-90 +70.90 +70.90 +70E0 A#AFORSHEETS1 w +70-90 +m-90 +70.90 •M&&A +70.618 •7001.7 +701-78s WINDOW •• •i WDC • •• ••• •• Or +701-90 M.00 +701.90 +70-04.4 .mato .m-TT.O .7001.9 • •1'YWDL�Y • • • • • �4 6r +70.90 +m-9ll 00-06.6 .m-763 •701-763 +m-71.2 HEIGHT • •I-OtAIO • • • •• • L OMHORrc • •LC1CATfiN� •• • • 77 +701.90 +ro-0i6 .ra•764 +701.7,.1 +4 67.1 • • • • • • • W 7r .m-90 .ro-06.6 ,m 77.2 +1-66.6 I'�mN--'�I •QUANTITS. • • ••• •• Z 84' +70-0 +70-62.0 +71)1-727 WDTH O D W d WCL R TABLE 12: z z o8 3 Dastpn Pwa (pd)In Wsdo•a A1Iwhed to a V•Ikat From Asaw"Tib N WMdou Wdlh 10'NAX. �f 7' �+- FRAME SEE SHEETS 1 d 4 = J O under 23' 261SItr 17.7H' 3P3r4' 32' 3/' S7' dr S3.1lr 6r I I ASSEMBLY ANCHORFOR DOW d 1 U LL Aroh.Group Arwhor Go" Amhm Dnnp A.h. Amha Aroha Aeotn Anchor Anallor Aroha L TUBE LOCATIONS AND n O Of C/) O Group Of Dr9W cmv 01.80 dap OauD dap QUANTMES.SEE Z A e c D A B c a 0 A,C i D B All AN All A0 Al Al M WINDOW SHEET 3 FOR ANY d Q und•2r +70-00 +7020 +m-90 .m-90 .7940 . + 40 • .7020 .70.90 +70-09 IMF-9D +101.0 +70120 +7020 +ro49 HEIG7R ADDITIONAL N W 261d1r +ro90 +70-00 +m-60 .ra.90 amAO ambo sm-00 •7090 •7040 .7050 •70-00 .70.90 .701-0 +70.0 +7dA(1 +msD ANCHORS r (n 3r r70149A+70-70.6 +m-0 .m-90 +70.70.7 +7000 +70.0 +7040 .ms0 +7040 •70-00 +700 +70-00 +7040 +7003.2+70-73.1 ADDITIONAL REQUIRED FOR I j 0O W ii}- 6D&B' N-0g.3 N-61.3 rm•0 +70.0 +1-01.4 +701.0 +7010 +70-00 .7000.6 +70f•90 .7010 .70-01) +70K0 +70-01) E] WINDOW ANCHOR THE FRAME rof Z BP N2B.3 +446.6 +ra44.7 Nd•0 +1-01.6 +7921.2 +ra40 +M00 .70-66.7026.8•70268.70-01.7.7W-782 ���"111 WIDTH F�� (4)�IF RFA, ASSEMBLY TUBE. 8 1-(j g 000 N O 63 066.7 +1436 +70-00.7+7W49.51 +449.3 +79-71.3 +7990 +70f-00 +70-72 +70-04.4 a70-01.6+70-77.6.70.71-0 [n 0 W Z `nIL . v Z z =~ kO Qu) ZQ TABLE 13: J 3 W o� Dalgn Prasve 019 ar WVdays Attached to 6 HWWWW FMMAS$Wby TI•e $0 WYdoa WMhINDOW FRAME w R Amra mMr2r 2616118' 27-7Ar 31)414• 32' 34' ar 41F 63dA' 60' HE TUB-ASSEE • oN n N d'Oupfel m"oGroup ArCra Grow AnChor Group Anchor Group AMPW60up Arc hor dap Aroldr dlap Anch"GioupDrooc>c�o,Y1 N A9 AN All A,CAO B ACED B A.0&D B A B C60 A B CLD A B CAD A B C D unON 29' + +7040 +7090 +70 +70-09.4 +70.0 +70145.9 +70.0 .T&-WA +7040 +70.4.3 am-00 +701-763 N 7 +7 .146 .121.7 •7040 N286 • 6 +701.61. +7 40 y W 0 261d1r +70-40 +7040 +7040 .7040 +7940 +711190 +7090 +70140 +70140 .7&24 .70-00 #70-00 N47.6 •70-00 •701-00 +/26.6 .7090 .70.90 N-01.6 •79-01.R +7040 +7040 x V m y� 3r .7947D •7090 +7&40 .7090 +7&40 *TOM* +70/40 +m4D +701.0 •MDD +70-00 +7&-00 +70499+70.16.1 +70-00 +70.77.6 +161 +70{32 +7660 .124 .79.73.1 W0/-73.1 O_ ANCHOR Ir' 306k' .70.0 .7090 .7040 +7040 +7940 ♦70/•0 +7090 0IN40 +70140 .7&90 +70-00 .ro91) +7040 .7040 +ra2D Wiry (4),IF REQ. r = tI0' +70.0 +7040 .7070 .70266.7046.6•70266.707-066•7041.7•m-01.7.701-78+2+70.762+70-78.2 z 63' +700. _040 .7020 .792&4+70-044+7041.6.7d-01.S.701.71.5+701.77.6•70-71.9+70-71.9+70.71.9 U F 67' 1+70-00 .7040 am45.6+79TAS+70478.3.79-763.70-763•70.71.2•70.71.2FOR # 7r rm-90 «79469.6«701-79.4.matt+70.1-.1- .1-07.1 +727.1 SEE SHEETS UANTNNPOSEEANCHORSET , I 76• +70.91) +701-08.1+70-77.2 .163 FOR ANY ADDITIONAL ANCHORS 66 +7666 LOCATIONS AND QUANTITIES.SEE SHEET `\���ONy LYNN B4• +70.0 •70-025+70-727 REQUIRED FOR THE FRAME ASSEMBLY TUBE. Q lY'' No.58705 :c !D IS•fU4, NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. \ 1L1/P841AiLkjt;P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.956705 • . . . . • FOR GLASS TYPES: TABLE 14: PRODUCT RRV ISED 4)7/8"LAK IG:4(T/r T-ZA V,A;Ik=118"tI-.Cp'•PVB-118"AN) &1 dor110ly61gwithSm Florida Onion Pmsara�40W 61r•IS Wtrtdav,,All Andlar Orarga Building Colo V*.dwWId1h 'PVW=BUTACITfPVBSYIR• • •/RARAYq,WT1CA,IA•O). • • AaceP mNo1 •o6t4.1.1 utlx2r 2e-1aH8' 27-ire' x4w 32• 34• 3r 46- 5344 ev • • • • • • irationDBta l� ••• • • No ••• • under 23' +7&40 .7&40 +7&40 +rado 47&40 +7&40 +70140 +7&40 +7&40 +70140 BY. 26.wr .m40 .70040 +7&40 +7&40 +70140 47&40 +7&40 +7&40 +7x40 +70140 o 36- .7&40 +7&40 •7440 +7&40 +7440 +7&40 +7&40 +7&4D +7&40 +7445.2 SEE SHEETS 1 6001/ +7&40 .7&-W +7&40 +7&40 +7&40 +7&40 +ro4o +7a4&s •• •&AOR• 00 ••• •s 80• +moo 0ro40 .7040 +7&40 +7&90 +7&40 +70144.0 WINDOW • • • • • • 66- .7&40 .70140 •7&40 +70140 +7&40 +7004&1 +7&•78.9 HEIGHT • • • • • s• c Q Br +7x40 +1&40 .ro40 .7x47 +70143.8 +7&-70.1 s • H •• • • 17 +7x40 •7pr.80 +70140.2 +7&-78 .7&•74.6 I I •LANP No N� • • • • 76- +7&40 .7&40 •70r4A6 +701.74 I� +1 QUANTITIES. LU • • s•• •• N •� J IR +70140 1 +7&40 I -?W-Ke I I 1 0 �1WC0. ^? HLLJ TABLE IS: Z Z 0� Onion PMUM(980 JIM W AIJOW AOnt•d to a V01031 Fmm AnwI101y Tab t&MA%. -�•{ FRAME I I ASSEMBLY Q O m WhdoBWISh k TUBE 1 = J uWw Zr 26.16Hr 27.716' 303/4• 32' 34• 3r 4r 63-Vr 66- JJ--.. V r LL AmW Anoiw Amtnr AntMr AAWhVG" nahm Anolcr WINDOW n O O Annlp GlaW Anchor 6mW Ar"horflmuP Grail 010. Ora. Gralp GmuP GmuP HEIGHT � Z f� J $O A B C D A B CLD C&O e N N N N A,C&0 B N A8 a `a under 23' +7 40 +ro4D ♦7&-90 +70180 .701 +7&90 .7940 +70140 +701-00 +1x40 +7&40 • + .70140 .70140 .0140 +7&40 ADDITIONAL 04 26.10116- +m40 +7940 ♦1&40 +7&40 +70140 +7&40 +7&-00 +7&40 +7x40 •701.90 +70/40 •70140 +7940 +70140 •7x40 •70140 .70490 WINDOW ANCHOR �-• � � (n +701-70.6 .70140 «7&40 +701-79.7 •7&40 +7&40 +m40 +70`40 +701.90 +7&40 .7x40 .70140 .7&40 +70140 +70146 .7&41.2 � WIDTH (4),IF REO. � u� W �> Soso• 049.3 +464.3 .7&40 +ro4D 0041.4 .701140 470140 +m-90 +70149.6 .701.90 .ro90 +7014) +70040 +70149.8 +701.01.4 = � ? Z 00' +146.6 +1.43.8 .7&44.7 ♦7&40 +401.8 +70147.2 4m40 +70`.90 +701-76.8 +70140 +7&40 470140 +7&44.0 SEE SHEETS 1&4 FOR WINDOW O (1) O 8r +140.7 +/4&e •7&40.1 +7&49.6 N-Na +7&•71.3 •7940 +moo .7&.72 .70.90 +7&40 +7&46.1 47&-79.9 ANCHOR LOCATIONS AND QUANTITIES. W Z SEE SHEET 3 FOR ANY ADDITIONAL �[ ANCHORS REQUIRED FOR THE FRAME (n a 3: p ASSEMBLY TUBE. W Z �T O r Jai 0 .n� Z \Q TABLE 56: ' IX D02IMPmamipsolaW8kon ARK ed tOa HMmr4alFmmAsnntlylUb �� f5 B WegD•. FRAME WINDOW ASSEMBLY F 23-13116- 27-T/r 3DY4• 3Z 011• 97' 46- 6`I-1M' �' HEK,M TUBE aAndra Ar[hor Ambo OMW An4har GIOV AAthorGMW Amhor G/uP ArchDtGa>,q ArcrorGRup AnchorGldp�9 ( O N Al11 CAD 8 A,C&D B A,C&D B A B CLO A a CAD A 8 CLD A B C&D 0'x' �uxW2r +7&40 •7&40 .M110 +7&404 •101-00 +roffi.9 +7 017&40.01 6-7&40 em•74b .70140 +m- 9 N48T +7x40 •166 .141.7 .7&90 +/-4Bb H•4& +701 l7 225-10116- +7&90 +70140 .711/40 •70400 .moo .7040 +7040 +70-00 +70144 .70140 .ro4o +1676 +7&40 +7&400 H-0B.a +7&4D •moo +1-41.0 •m4T2 .m9039• +7&40, +ro4D +7&4D +70490 +m410 +m40 +70140 •70140 .70140 •70100 .7&40 .m-n9 .7048&1 +70.40 •m-T7.8 +m-762 .ro4D +10.9 Hd4 .10141.2wIN00W I A�ND�NOR >ao 0 6041/ +7040 +70/40 .moo .m-9D .m4o +moo +moo .70190 .70490 .M40 .ro4o +7& .0 .mM1.4 +m48.9 WIDTH Imo- (4),IF REQ. zZ!SQ +ro4D .moo .m4D .moo +7x90 «moo +7&90 +70140 +m44.6 .7&44.8 U As +m•90 +moo +79.00 .m90 •70140 017&90 +m40 .ro46.1 +m46.1 +7&-79.9 +7&.79.8 +m-70.0 or +m•90 +m•90 +mm +70141 +7&47 .7&436 +70`487.6 +701.19.1 +m-79.1 SEE SHEETS 1&4 FOR WINDOW ANCHOR 1 1 1111 / 72 .m4D .moo +70101012 .701479 +m•» .ro-las •m-74.6 LOCATIONS AND QUANTITIES,SEE SHEET 701 .m•90 +moo •70F415 .ma4 •m-7a 3 FOR ANY ADDITIONAL ANCHORS �j0•'\CENsc •F'P �: et• +70f-90 1 .700.90 +70F40.6REQUIRED FOR THE FRAME ASSEMBLY ��; •,,�f TUBE. 140.59105 _ l STArE0. ` NOTES: /S`��ON P,\, \\ 1)BEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A LYNN vILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REOUIREMENTS. P.E.a68705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 17: FOR GLASS TYPES: O Duo Pf...v.lp.paretrhwwmw.,Ail APonofaww 5 7/6'LAMI.IG: 3/18'AN-114" R- /1 'i" 0W-3(16PAN}• a.mmptyiftwimthe Ptmlds wed6wvAsh 8)718"LAMI.IG:(3/18"T-114"AIl-318':AN-.Q9(rSr-*i3N8"AQI) • Ac°�I. -- u.ndwef u"lB-OSK1•t1�8 eder23' 26.1&18' 27.7rr 3D314• S7' 3Y 3r 48' 63.1(0' or 23• •130 ,90.130 +681-130 +60.130 r •1 +901.130 ♦ -13D 1801.130 +907.130 +901-130 "SL3"=SENTRYGLA Y KURARAY AMERICA,INC.261&9Y .01130 +9&-130 +9&•139 +901.130 +94.130 ♦9&•130 19&•130 +9&•130 +901-130 +6&•130 39' +90.130 +60.130 +0/-130 +901-130 .9&•130 +9d•13D +901.130 +901.130 +94.130 +9&•130 49 P70duet 1 6047 194.130 +9&•130 +907-130 +901-130 +9&-130 Hd-130 -OW-130 +10-130 1 80• +Bd-130 +9&-130 0101-130 +94.130 ♦901-130 +101.130 .0/-130 L •• • ! • •• ••• •• SEE SHEETS 1 • • • • • • • • • 83' .101-10 +10.130 +601430 +901-130 +64-130 +9&•130 +901-130 8 A FOR • ••• • • • • •• • 87• +901.130 +00.130 +64-130 +9&•130 +601.130 +W'-130 WINDOW WINDOW • • • • • •• • • w d Q 77 +00.130 +901-130 +90'-130 +907-130 ♦Wi-130 HEIGHT ANCHOR • • • • • • • • • w 1e #W-130 +9&-130 +901.130 +W-130 LOCATIONS •• • • • • • ••• •• 14' +90.10 +901.130 +9&•130 II AND ( J W � QUANTITIES. W w z< TABLE 18: Z Z a8 3 Doolon i'mim"(w0a Wlydm AWCIwO Io 0 V*"Fame Auemhly 71rLa SEE SHEETS 64 wrwow70101h 101 MAX. FRAME FOR WWOOW 1 O m under 23' 261&10' 27-7!8' 303M' 3T 34' 372 48' 63.1/8' 10' XA1' SEMBLY ANCHOR `9 V Anehor Grail AnehWGMW Anchor Ba"p Anchor -- Anchor Group ArMWO w Anchor Anchor AnchorE LOCATIONS AND 'i O j _O LL �P Grow Gro"p Glolq G�9 QUANTITIES.SEE rc z W g A B C D A 1 CAD A,CAD B AN A9 A,C&D B A,Cho B AN AN AN WINDOWSHEET3FORAW 0- < h eB0er +70m .701.0 .7W40 +ram +7040 +70m + +1&.90 .ram aram + +ram .7010 +701 1 m aram 1 HEIGHTADDITIONAL CV 261&18' .70-00 t701-90 ♦701m +70180 .701m .7w4o +701.0 +7440 .70-90 +7x•90 tram .ram .ram +ram +7040 .ram .7x•90 .70/.60 rANCHORS 39• +7&49.0+701.70.6 arom .7040 1ra•76.T +7&m +ram .ram .ra-90 +7040 .70mio 0GAN .70.0 +moo +m.00 .moo ,70140 .7x80 T� DI71�1A1 REQUIRED FOR � � WZ6062' 000.3 +140 +7080 +1x80 0141 +7x40 x7480 +7440 +10/491 +7080 +7080 +70140 +7040 +7&40 .7040 .101.0 NCHOR THE FRAMEz60' .f-61.6 0468 +7441.7 +7&40 17-61./ +7041.2 +7&-0 +70140 +74-76.1 +70140 1 +7040 +70140 .70461 I.IF REQ. ASSEMBLY TUBE. $ W g O � O 69' .136.7 +143.6 +7dm.7♦7&49.6 +/-19.3 +7&•77.3 +70180 +70-0 +70.72 +7040 +rom +7080 .7&48.6 +7040 +7041.7 � Q W z Q' � a � v LU 0 ti LU 0 Z < , o QN za y7 TABLE 10: s � W �'W L z De919n P•9sue�Ox WIa0r1"A1lacha0lo a HalMN Frr00Anmlory ll•e � � Wlrme WI•n FRAME tder2T 261516' 27.70 w-Tv 32" 34' 3T 4/' 63.12" AD' HEIGHT TASBEENBLY ® �n o N LNmH rn Group Gtolp Gaup A2hor Gmtp Anc11a0iorp A/Btl4Gmp AntnWGWW AnchorGrow Anchor Oraq Anchor ClBly y N w All All All A,C&D B ACAD B A,CAD B A B CAD A B CAD A 8 CAD A B C D 10 MAX' 0LL x mft23' +?440 +70140 +7490 +7440 .7049.4 .ram +7&•86.9 +70140 +7 .8 +7080 77004.8 .701 N&-M3 4bW..7 17080 1146 +141.7 .701-00 1496 N-46.1 s&•M.7 .&m z O 261&10' +70-00 .7x40 +70410 +7&40 +70'40 +1740 +70180 +7080 +7080 +7&44 +7040 +7480 +147.6 .7490 +7080 .1-68.6 .7040 QW-OD N410 +?WAI.2 .70190 .7&40 = m N a U- 39' .70'-9D .7am +7&410 +7010 .7&40 +10180 .70-00 +70/40 ,7010 +rom +7&40 +7am +7040 +7090 +7040 .7080 .7040 .70180 +7x462 +7041 .ra40 47040 � WINDOW I -T 3Vrw->n O O rA 504W +ram .7am .ram ♦70190 ♦7040 .70140 .7am .7810 +70140 .M40 .7040 +ro•0 .7&-0 .70180 +7040 WIDTH I"'- (4),IF REO. 0 1 60" +70!40 .70140 +ram +ram ♦70f80 +040 .70140 0080 .7090 .704D .XV-00 .70040 C Z V 63' .ram «7am +7080 .ram +ro4D +7&40 .70/40 .70140 .7am +7&m +70140 +ram 67' tram r7am r7&m +ram +7a80 +m-w .m4o .19/90 +7am 72' rra•0 +7am +7am +ram .rom +79140 .7arm SEE SHEETS 1 6 4 FOR WINDOW ANCHOR 76• +ra•90 +7am +7(V-GD .7am a7am LOCATIONS AND QUANTITIES.SEE SHEET3 FOR ANY ITIONAL ANCHORS ���� Ny LYNN 94• sram ,7am .7&m REQUIRED FOR THE FRAME ASSEMBLY •\ ��� �?.• �ICENsB TUBE. No.50705 x NOTES: ,p� ,\ 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 5 fxila</Ff7T 6 Lw,PE. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. .•p'�AAA 68706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 20: f Item Dwg.# Description MaL • ••• ••• •062 • •• 1 1 7002 Main Frame Head,Sill&Jamb 5063-78 Alum. ALL DETAILS SHOWN FROM THE INTERIOR • • • • • • #46M• • • 454• 2 7071 Anchor Plate • • • • • • • • ' 8083•TBAIum. • • . • • • e 2.ry9• 3 7003 sash To Bottom&Side Rall 0063.78 Alum. ••• • • ,439• •• • .oar 2.701• Steel NOM. 4 7008 Frame Comer Ke .aaz• 5 7009 Sash Comer Ke Steel AS REQUIRED PER 1.159 TABLE 3,SHEET 4 2 •• • • • •• •• •• 2.139 6 7078 frame Gasket Vinyl Foam 1 • • • Alva. • Vinyl Foam • ••• • • • • •• • 093• 7 7072 SashComerGasket Y • • • • •• • • S 7070 Bulb WeatherstR .IST'x.275" Flax PVC 70 3 ••• • 4� FRAME HEAD•• 3 SASH TOP, 71 FRAME SO 7024 Maxim Multi-Point lock Steel S L B O BOTTOM&SIDE O ASSEMBLY TUBE 11 7026 Lock Support Plate steel #7002,6063-T8 #7003,8083-TB #7004,6063-TB 12 7014 Multi-Lock Keeper stem tl..-- 13 7013 Tle Bar Guide Nylon I 0 1.356' 049 2.203' I 14 7015 Tie Bar AssemblySteel Or SS b 4Z3 — .441' Sb 7029 Maxim Pro acted steed Operator 7 LL===) 17 7030 O ratorGasket Vinyl Foam .095' � 093• 18 7031 Operator BackinPlate Steel FIXED ce3' 19 7051 Operator SacerBlock Nylon 3 ANCHORPLATE60 SCREEN FRAME 70 ADDON FLANGE 21 7034 0 ratorTrack&Slider Steel I #7071,6083-TB #7008,8003.70 #134,0083-T6 22 7023 Projected Hln a Manuf. Truth Steel 24 Snubber,Anti-blowout Cli $teal 5 31 Dura Seals ace.713 050' .05p 32 1Settin Block 532"x3/16"x 1- 4" EPDM -- 33 1714 Setting Block 5/32"x 7/16"x 1-114! EPDM 85 865 .006"35 7036 Bead 8 6083-TB Alum. T 36 7042 Bead C 6083-78 Alum. 37 7059 1 Bead D 0083-76 Alum. i BEAD B BEAD C 38 1224 Vinyl Bulb Wst laic Flex PVC 70 35 #7036,6063-T6 3g #7042,6063-76 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 999 Silicon Backbeddin 1 60 7006 Screen Frame 3105-H14 Alum. 6 i o .17r 61 7040 Screen Comer Key PolyPropolene b 62 Screen Cloth Fiberglass 4 INTERIOR ,870+ 05T 63 1635 Screen Spline EM.PVC 64 320 CasementScreenSpring Stainless$led 70 134 Add-on Flange SM-Th Alum, 37 BEAD D PRODUCTRMSM 71 7004 Fame Ass Tube 13063-76 Alum. #7059,6063-TB -—14YIng with d.Florid. Building coda 72 Maxim Pivot Slider Assembly Sled Aavf.ceNo 80 #8-32 x 2"Ph.Pn.Mach.Scr TYPE B Stainless Steel a ""O"D°7O QO, Mviaed fir. nate: Revaion B: Sl 1157 #8x 2"Ph.Pn.SNB $teiniese Steel ���\`pN� LYNN 82 (18x 5/8'FL Ph.SMS Stainless Steel �q�.• ';�ENs Stainless Steal Q�,' F Rseised By: Date: Re�islan A: 83 #8 x 7/8•F.H.Ph.SMS '•,*% NO CHANGE THIS SHEET 84 #8x 1"Fl.Ph.TEK Stainless Steel No.58705 LM 5/15/15 85 #8x 1"Quad Pn SMS Stainless Steel = jnTDescription: Dawn Ale•: 86 #8x1-12•QuadPnsMs Stainless steel TJ . 7�0 �s : ,L;_ BOM AND EXTRUSIONS J ROSOWSKI �y(�'• SATE OF •w� 1070 TECHNOLOGY DRIVE rue: Dole: Stainless Steel cCOR1DP AWNING WINDOW DETAILS-LM&SM 08/08/12 87 I110x 1/2"Ph.Pn./TEK T C N. VENICE, FL 34275 A P.D. Box 1529 89 #10.24 x 9/16"Ph.Pn.TYPE F Stainless Steel %�c�, •• ..... G; NOKOMIS, FL 34274 ganea/Modek Scale: sM1aet: lkowfng No. Rer, 90 012 x 1"Ph.Pn.TEK Stainless Sleet Anr4 PA 0 P.E. PA 5er05 CERT. OF AUTH. X29296 AW-740 NTS 10 OF 10 MD-AW740LM z MIAMF MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION .1.(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc- 1070 Technology Drive North Venice,FL 34275 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"FD-101"Aluminum French Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev E,titled"Alum. French Door&Sidelites,Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, 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 Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO. The lower design pressure from X,XX door or 0(sidelite) shall control. 6 2. All laminated glazing options(glass types,A,B, C,D&E)must have 3/16"HS glas9 at interior side.••• 6 6 6 6.. 3. %4"Elco Ultracon(former Tapcon)to be 4"OC into Cone.and 6"into CMU(jambs). •• •••• • 4. Unlisted missing items#68,69,75-89 and 100-102 in Bill of Material are not part of ILNfdvals •••• •••••• 5. Applicable Egress requirement to be reviewed by Building official. see*** :6666; LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1014ce its state'Wdsdries aud...• following statement: "Miami-Dade County Product Control Approved",noted herein. ...... 6666 66:066 RENEWAL of this NOA shall be considered after a renewal application has been filed At[Were has been rio change 6666.. in the applicable building code negatively affecting the performance of this product. 6 •• • ERMINATION of this NOA will occur after the expiration date or if there has been a revision or c;iange6666in the • - materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement qf-wVprodua,* 6• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply 41th dhy 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#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by IAhaq I. Chanda,P.E. . NOA No.15-0528.24 hl1AHFCGID'�,UW7Y Expiration Date: October 18,2017 Approval Date: July 23,2015 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 110054 Rev E,titled"Alum.French Door&Sidelites, Impact', sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS(Submitted under files# 12-0516.02/#11-1013.22) 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTL- 6864, dated 04/02/12, signed and sealed by Marlin D.Brinson,P. E. 2) Test report 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 diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL-5212, dated 05/05/2007,signed and sealed by Carlos S. Rionda,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC- 214(51h Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies w/ASTME-1300-02,04&-09. :000:0 •••••• .. 0000 D. QUALITY ASSURANCE •••• ••,•,• •••• • 1. Miami Dade Department of Regulatory and Economic Resources(VZ-14. 0000.. E. MATERIAL CERTIFICATIONS •••• •••• •••.. 1. Notice of Acceptance No. 11-0624.01 issued to E.L.DuPont DeNemotts•&:Co., 4W.ft their• ••• "DuPont Butacite®PVB Interlayer",expiring on 12/11/2016. 00 06" 6• 6 •""• 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their`.Saft (clear&color /•0„6 000.. interlayer",expiring on 05/21/16. 06 . . .0609. 96 9 6 696 6 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"edition) and letter of no financial interest, / prepared by PGT,dated 05/22/15, signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA# 12-0516.042, expiring 10/18/17. 2. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon,P.E. �S�+�c.S 1• L�� shaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0528.24 Expiration Date: October 18,2017 Approval Date: July 23,201.5 E-1 ..• • ... • ... .. . . .. .. . . . . . . •. . . . . •• . NOTES: OUTSWING IMPACT FRENCH DOOR (S) ..S)AND SIDE LITE •• ••• """"`r"""""° . . . . . .. . ra.rllr••wwn.�w. • • • • • s •• • • •• �'�� 1<'GS27.24 1.GLAZING OPTIONS: • • • • • • • • • "�� A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTAjIrOI!4WLEX/MEE PS/4FE MAXIMUM• •�• eytrw.•hr ZO l7 PLUS(1)LITE OF 3/1 S"HEAT STRENGTHENED GLASS. er1s� B.3/8"LAMI NOW(.40TI CONSISTING OF(1)LITE OF 1B"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE liYd (aNwt MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/18"LAM)NOM.(.466")CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE 4DR6ARLEX/KEEF6&FE A/1WUM•a PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. • • • • • • • • • D.7/16"LAMI NOM.(.465"1 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPON-4 BIZ1*A�rI— OQ sjgj EXIMPsm% N W MAXIMUM PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS. • • • • • • • 0 •••NOA DRAWING MAP o U E.13/16"LAMI IG NOM.(.840"1 CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,114"AIRSPACE,(1)LITE OF 118"HEAT STRENGA NECNIJUS PLUS U100 INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. TOPIC SHEET 0 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 0 2 6 ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS DE ...........1 O GLAZING 3.CONFIGURATIONS:X,0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 &-� (LLI n O 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 U $ SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 m J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 La 0 O 6.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 OF PARTS LIST................... 6 ` (p 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, 8,7 N tz 0!1 WO EXTRUSIONS.......... 7.REFERENCES: ANCHORAGE...................8-10 ®TEST REPORTS FTL-4984,5212&8884;ELCO ULTRACON NOA'S:;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM O 0 Z DESIGN MANUAL. 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 0 HURRICANE ZONE HVHZ). GLASS ABBREVIATIONS W Q z H 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED — W � A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEATSTRENGTHENED d 0 Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E4=,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED z LU r TABLE 1.,SHT.2.REFER TO TABLE 2,SMT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. >- Ln Q W O 93 93 91 § N 8m u- L;j 30 w z m< I 30 30 90 RE a 73 1/2"GLASS BITE 73 t/2"GLASS BITE 74 1/2"GLASS BITE zce ixr z IV; EXTERIOR 94 EXTERIOR 94 EXTERIORi o p 94 �Y o 1/8"AN.OR 3/16"AN.OR _ 1/4"AIRSPACE 3/16"HS. u HS.GLASS HS.GLASS .090 PVB INTERLAYER GLASS311(rS .090 PVB INTERLAYER GLASSS 3/18 TP.GLASS GLASS (DUPONT BUTACITE OR (DUPONT BUTACITE ORHS.GLASS `�� * .•• N��'; SAFLEX/KEEPSAFE SAFLEXIKEEPSAFE .090 PVB INTERLAYER 1/8" `J'Lvj MAXIMUM) MAXIMUM) (DUPONT BUTACITE) J .. i. ig . d 3 S _318"NOM. _7/16"NOM. 13116"NOM.GLASS = :z r of Z GLASS STACK GLASS STACK STACK =�'u o N'�: 0'�'4 3/8"LAMI NOM. 7/16"LAMI NOM. 13/16"LAMI IG NOM. 7yoy Zk`' d GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E, NOTE 1 e . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... �Lerucr xrv�e�to TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: • :• • • •• •• ••• ++.w�. "�°'"' APPROVED CONFIGURATIONS:X,XX,0,OX XO,OXO,XXO,OXX&OXXO : • : :•• • : ;•• 7 (FOR DOORS Wl SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES; • • • • • • • • • • REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"R:d90 P*,3/16"HS•j ' "' ' wtc DOORS WITH GLASS TYPES A,B,C D OR E B.3/8'LAMI(1/8"HS,090 PVB,3/16"HS) C.7/16"LAMI(3/'16-A-090.090 PVB,3118"HS) HEIGHT D.7/16"LAM](3/16"HS,•090 VVEN 3/161 HS)w• ••• •• X WIDTH XX WIDTH 68-79 3/4" 70-83 3/4" 87 31,C 91 31N' 60-95 3/4" E.13116"LAMI IG(3/1Q•TP,1�]�IgIR�PA�E,�/B�Hs •oso pvp,3/,6"HS) 3° 37 1/2" 6° 71 3/4" +75.01-75.01+75.01 -75.01+75.01-75.01+75.01-75.01+75.01-75.0 2.COMBINED DOOR&SIDELITE VADPH�;0;T/�BL� OR 2.•• N w MAX.OXIXO WIDTH -'/3 1/t U) U 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.oxo WIDTH=109 t/2" L3O3 +75.0 -75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 MAX.XXO/OXY WIDTH=107 314" N Da MAX.OXXO WIDTH=143 3/4" Ai 0 +75.0 -75.0 +75.0 -75.01+71.41-71.41+67.61 -67.61+64.2 -64.2 3.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 VW ' cA $S +75.0 -75.0 1+74 01-74.9 1+70.4 1-70.4 +66.6 68.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE F- 0 WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC, NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J 36314" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P,S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. fn p ILL TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: p APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO co p N EX.A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A z DwC O 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES Z GLASS TYPES A,B,C,D ORE I REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION r DESIGN PRESSURE_+87.6/ 87.8 PSF U • U HEIGHT EX.B FROM TABLE 1. Oz 0) Ir X WIDTH XX WIDTH Z OXXO WITH GLASS TYPE A 88-79 3/4" 7°-83 3/4" 87 314" 91 314" 8°-95 3/4" 88"WIDE x 85"HIGH DOUBLE DOOR WITH 36 t/T'SIDE LITES u7 Z LL o 2° 25112" 4° 47 3l4" +58.6 -58.6 +55.4 -55,4 +52.4 -52.4 +49.8 49.8 +47.4 -47.4 DESIGN PRESSURE=+70.41-70.4 PSF C9 p 27 12" 513141+54.9 -54.9 +51,8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. UN � �- H LL OXO WITH GLASS TYPE C 29 112" 55 3/4" +51.7 -51.7 +48.8 -46.8 +46.1 A6,1 +43.8 -43.8 +41.6 -41.8 30•WIDE x 87 3/4'HIGH SINGLE DOOR WITH 26"SIDE LITES 28 31 1/2" 50 59314- +49.0 -49.01+46.2 -46.2 +43.6 A3.61+41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43.6/-43.6 PSF 2B 33 12" 54 63 3/4" +43.1 -43.11+43,1 -43.1 +41.5 -41.5 +39.31-39.3 +37.3 -37.3 EX.D FROM TABLE 2. OXXO WITH GLASS TYPE C x�' 35 12" 67 314" +38.1 -38.1 +38.1 -38.1 +38.1 -38,1 +37.51-37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES y DESIGN PRESSURE=+43.1/•43.1 PSF 0 . 3° 37 12" 61 8 ° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 o 0 WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH 6z a REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 103/4" +75.0 -76.01+75.01-75.0 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEEP 5 FOR REINFORCEMENT 123/4" +75.0 -75.0 +75.01-75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -69.0 SIDE LITE 21 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 v 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 r W <°1 z U 361/8" +35.2 X5.2 +35.2 -35.2 +35.2 -35.2 +35.2 X5.2 +34.4 -34.4 y`: Z J a 36 3W+34.0 X4.0 +34,0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 '��yr `�� < ,��Nb ..Pio`,,. I • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 73 112"MAX. 109112"MAX. •—+ +--x143 3114'MAX. • ••• 3/4" � • 363/4'---] 36 3/4" 36 314" 366/4" • • • •• • •• Ast"m N• .0 2 •2y �— �AX. SEE NOTE 3►1�MAX. • •S �T�3 . #� MAX_ BwM•tt-our n I? ftu.�oa�r rw�G rE� 49 41 49 •• • • • • • • N W • • • • ` 10 •• 95 314" 10 0 th 10 � w 40 JE Ef 1EX lE E, IE Ef JE W � O 0 1 1 0 0 X AC . X INACT 0 p N u- SEE NOTE 4—� SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 O OX OR XO OXO OXXO 41 M 0 0) 363/4' Z 111 MAX. MAX. _ r _ 37 10MAX. DLO 1 PMA). 33 518"MAX. 0 W Z U DLO(TYP.) G z(q W A�, � A--. B } � O w o 95 314" N p 49 MAX. 49 41 IG HT. W W 10 TYP. 95 314" MAX. 843/8' 10 (TYP.) ® ng� Ri 1\ MAX 84 3/8' ,AIR ce-t d' MAX. 2ag� (TYP-) DOOR d i; DLO HEIGHT =HEIGHT-113/8" d g 40" DLO WIDTH X =DOOR WIDTH-1215116- o z (TYP.)D jD C` C F� �F DLO WIDTH'XX'=DOOR WIDTH/2-115116" �( t X AC . X INAC ? O SIDE LITE �titiitt DLO HEIGHT=HEIGHT-11318" 1 144c DLO WIDTH -WIDTH•3 1/8" x •.. ....... w A - X Ate' xx g O NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. �g 3.SIDE LITES OVERLAP')'AND'XX'DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO','0)','0X0"XXO','OXX'ANO'OXXO'CONFIGURATIONS. Y'.:v� z (,'� c a j 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). :yQ'•• (G; 6.CLEAR OPENING FOR')'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) CM DOOR=DOOR WIDTHI2.4.079) %, s/ 0� �,�••�.. . per` . . . ... . . . ... . . . . . . . . . . • • • • • • •• • • •• bb•k 4 • • • • • • • • • n� • • • • • • • • • • g�rlrutfu�DWt�I 40 ..• ... EXTERIOR INTERIOR •• • • • •• ••• •• • ••• • • • • •• • 6Q AT HEAD/JAMB O C UQ 3 60 65 AT SILL/JAMB g o o 2 CLEAR-COLORED SEALANT W o EXTERIOR INTERIOR F D o 0 ® 63 LL w ogo CD Q z MAX. MAX. mAx.DOOR D O LUTE 62 Z (n W DLO O HEIGHT HEIGHT ® w > lie i� SL VIEW G-G 30 61 CORNER ASSEMBLY of t )Q�O�ORSECT.A-A SL SECT.B-BCAL VERTICAL . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 4 •• ••• �e0ucr . 49 . . . .. . .� ,.r►�rffwY• MAX.'X)CWIDTH • • • • • • • «�M•aN• p IT • • • • • L,- 00 i Y +(V- W MAX �- � �a L6 DLO 'XX'SECT.C-C DLo 31 w $ 35 36 34 44HORIZ. 46 45 5 32 & 20 o 1 MAX.'X WIDTH U. z 06 10 O to Z w � z x • INTERIOR U LU J Z D Z 0) H LU • } ,n p L y N MAX. $ <2 N +Q: DLO 'X'SECT. D-D w $_ ¢ 46 21 5 SPACINGHORIZ. EXTERIOR,SAME AS r--MAX.SL WIDTH—�I 67 JAMB ANCHOR SPACING ` (SEE SHEETS 7,8 AND 9) MAX.SL WIDTH W 4 62 F 00 O A� o� 0 U 66 MAX._ �MAX._� �. o ! d•. ,-�g SEE TABLES 1 AND 2 AND DLO 22 NOTES ON SHEETS 1 8 2 _z; ��" Z DLO f FOR APPLICABILITY ,'•j z �;a 66 62 SL SECT. E-E 62 SL SECT. F-F HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) i�......P�o� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ITEM DWG# PGT# DESCRIPTION 762 DWG# PGT# DESCRIPTION 1 9438 80411 FRAME HEAD 920D 8 • SID2tITE C/lDER • mooumov"" 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 921D 8 1 • • IQEL CIIL • • •• •"amwo ""r►ietr.rM• cee ,� 3 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH 9168 60 1 SI L E u40 ompis '• t 4 955 7955X FLUSHBOLT STRIKEPLATE 1166 7NPQA • #8 X4.000 QUAD PN!SMS • Mr+Y � 5 938 7938X 2 PT.LOCK STRIKEPLATE 998 7998 HEAD GASKETS(STOCKING#70M) ■ 8 966 7956A FRAME EAD 3TRIKEPLATE BACKING PLATE 998 7999 SILL GASKETS(STOCKING#70999 7 7832X12FPXP #8-32 X.600 PH.FL.MS-S.S.W/SILICONE PATCH 68 934A 61841M• • IDSLITE•AMB AWTER• 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 87 1. 1 X SVEWETA6 SCREW 9 998 70998 GASKET(BETWEEN HEAD&FRAME JAMB) 70 712653K• • EtTm 6lOCK•3132"X 1AI"X 1"W/PSA,86+/5 DURO. N W SE 10 952A 6533016 FILLER HEAD ADAPTER 71 7128jf� • G L a Y Y5"Y 3/ X 1"W/PSA,85+/5 DURO. N 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD,7/19- 12 11570 871670 WSTP,.360 RD FOAM FILL T-SLOT AMSBURY#32011 73 988 6988 BEAD,3/8" O 4 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 74 40678 64087 BEAD.13/18'IG 0 r P20 11001A 411001A ACETAL SPACER.065 ONHOUSE INJECTION MOLDED) 90 6DURAK14 114"DURASEAL IG SPACER 11002A 411002A ACETAL SPACER.095 QNHOUSE INJECTION MOLDED) 91 BW248 BULB,THIN(USED IN EXTRUDED BEAD) W $o 11003A 411003A ACETAL SPACER.140 INHOUSE INJECTION MOLDED) 82 986 64986 BEAD.INTERIOR r 915D 60380 FRAME JAMB(OUTSWING) 93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+!-1 DURO.1010 60300 WSTP.,Q-LON.190 X.375 HIGH 94 GLAZING SILICONE,DOW 899 OR 98306608 66608M REINFORCEMENT,1.000 X 2.750 X0.650,6061-T6 95 GLASS,3/8'LAM]-1/8'A,.90 PVB,3116'HSLL 1140 78XI12PSATS #8 X 1.500 PH SQ A T/S 96 GLASS,318'LAMI-1/8"HS,.90 PVB,3/16'HS �ca 1 0 24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7/16'LAMI-3116"A-90.90 PV8,3/16"HS co) O 25 930 41721N STRIKE PLATE INSERT 98 GLASS,7/18"LAMI-3/16"HS,.90 PVB,3116"HS 26 1118 710X34PFA #10 X.750 PH.FL SMS 99 GLASS,13/18"LAM[IG-3118"TP,1/4"AIRSPACE,1/8'HS,.90 PVB,3116"HS O O H 27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF IDEAD BOLT LOCKZ 30 W 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL U Lu _ 31 911E 6911 DOOR PANEL,SIDE RAIL U 32 917 7FRMO HINGE EXTRUSION Z N LLJ r 33 1178 71 058F W,B #10X.625 PH.FL SMS y -j U- o 34 913A 60378M TRUSS CLAMP 360 q o U) 35 1130 STRODA 6116-18 THREADED ROD N ~ 36 990 7990NUTA 5116-18 FLANGED HEX NUT W 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH.FL.TEK vaa 1 u_,.�c CHANNEL COVER m 39 997 70997 GASKET(BETWEEN PANEL HEADISILL&PANEL STILES) 6� --. 8083 TB • N n 40 1023 67924G WSTP.,.187X.250 HIGH,FINSEAL ,6„_ r�z XIR S! 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) d �+ 42 1145 70X12FPAW #8X-500 PH FL SMS TYPE BDS Y • 43 1212 7P3OGG SILL DUST PLUG(INACTIVE PTL) a 44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 9846 6964 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750--j 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. 41707&41708 46 1139 7634F #5 X.750 PH.FL.SMS 1'000 49 982 FD2PTAY 2 PT.LOCK ASSY. ` a �'v/�cj 50 1611180FS RUBBER SLEEVE ,650 125 : -9-1-930 41721 STRIKE PL.INSERT ONACTIVE PANEL) 62 931 7FRSPX DEADBOLT STRIKE PLATE , 53 1118 710X34PFA #10 X.750 PH FL SMS z z 6063-TS TSULL z: on a o Z j q -9-957 70957X DLE'STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL.SMS I . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE S.XO&OX + • TABLE 7.O�X0,XXO,OXXX• APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX •• • + • & XXO•• • ""O°"�"a�11°° • • • 1.1/4"ELCO TAPCONS �ay�Iq.wlN q.l7.rw GLASS TYPES A.B,C,D,E GLASS TYPES A.B.C,D.E GLASS TYPES A.B,C,D,E GLASS TYPES A,B,C.O,E + GLASS TWE • A,B.C,40,E �YYrCAe ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TY 2.114"ELCO S34 CRETE-FLEX &SUBSTRATE 2,3,WOOD 7,2.CONIC &SUBSTRATE 2,3,WOOD 1,2.CONIC B SUBSTRATE 2'3'WOOD 1,2,CONC &SUBSTRATE Z3.WOOD ��COhN &3UBS�tRATE !3,WO 4!t CON! C 7 MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES 0THS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES Nha4 Dads "X'-25. w '90P-47.7 w "O"-10.7 'V-25.60 • 0'k'•025.5 0 • • 3.#12SCREWS(GS) TO 37. TO 71.7 TO 36.75 TO 37.5 • •Tf! 3/. (� t� ` L A • • • 4.ENCIRCLED ANCHOR w,y • • :° � � � QUANTITIES IN TABLES 4 N LU SWI ffi' IWC S � �_ �_ 4�.7 d AND 7 PERTAIN TO THE Y < a-<a a• s •TO•71.7 " I- a a '� m ~ ~0° ~ ~ m d m ' m ' m m m m ws m EXAMPLE ANCHORAGE p U s a a ; w SIDE < ,, SUTE SOLUTION ON SHEET 8 O Q x x z f �( wy = z LITE x s LRE. WIDTH x HT. x x 3 x 3 WIDTH x HL x x x x wnrnH x HT. 0 0 0 o WIDTH x HT. o o x O o x NOTH x HT. O O X O O 0 J C 25.50 x 79.7 5 2 7 4 2 3 47.75 x 79.7 4 3 8 4 2 3 10.76 x 79.75 4 1 4 1 10.75 x 79.7 4 2 4 2 10.76 x 79.75 4 2 4 2 83.7 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83.75 4 1 4 1 83.7 4 2 4 2 83.7 4 2 4 2 ' W 87.7 6 2 7 4 2 3 87.7 5 4 7 4 2 3 87.75 4 1 4 1 87.7 4 2 4 2 87.75 4 2 0 4 2 Lu f- 91.7 5 2 7 4 2 3 91.75 6 4 7 4 2 3 91.75 4 1 4 1 91.7 4 2 4 2 91.75 4 2 4 2 �. J 85,7 6 2 7 4 2 3 96.78 6 4 7 4 2 3 96.75 4 1 4 1 95.7 4 2 � 4 2 a 95.75 4 2 0 4 2 N ON 0 O 27.50 x 79.7 5 2 7 4,2 3 61.75 x 79.7615 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.76 x79.79 4 2 L,,, 4 2 Ow 12.75 x 79.75 4 2 8b 4 2 0 N LL 83.7 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 2 '4 4 2 83.7 4 2 1y 4 2 11� fn 08 O 87.75 5 2 7 4 2 3 87.76 6 4 7 4 2 3 87.75 4 2 4 2 87.7 4 2 m�m 4 2 m 87.75 4 2 4 2 w J ix O 91.7 6 2 7 4 2 5 91.7 6 4 7 4 2 3 91.75 4 2 4 2 91.7 4 2 r 4 2 r 91.75 4 2 4 2 Z O f� 95.7 6 2 7 4 2 5 85,7 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 3O 4 2 95.75 4 2 ° 4 2 ` 29.50 x 79.7 5 2 8 4 2 3 55.75 x 79.7 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 19.00 x 79.75 4 3 <L� o U w Q U 83.7 5 2 8 4 2 3 83.7 6 4 7 4 2 3 83.7 4 2 4 2 83.7 4 3 4 2 83.75 4 3 w 4 2 0 O = 0 Z 87,75 6 2 8 4 2 5 87.7 6 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 LLI 87.75 4 3 0 4 2 Z Q 91.75 6 2 8 4 2 5 91.7 8 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 ` 4 2 91.75 4 3 RR= 4 2 = 0 O 95.75 6 2 8 4 2 5 95.7 6 4 8 4 3 6 95.75 4 2 4 2 96.7 4 3 4 2 86.7 4 3 C,�,�, 4 2 V }I Q p = g 0 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.7 5 6 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 0 4 2 21.75 x 79.75 4 3 4 2 N Z J LL 83.76 6 2 8 4 2 5 83.7 6 6 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 83.75 4 3 4 2 w Q �Q 87.7 6 2 8 4 2 5 87.7 6 5 8 4 3 5 87.75 4 2 4 2 87.7 4 3 w 4 2 87.75 4 3 14 4 2 -4 91.7 6 2 6 4 2 5 91.7 6 5 8 4 3 5 91.75 5 2 4 2 91.7 5 3 � 4 2 91.75 6 3 0 4 2 0 95.7 7 2 10 4 2 5 95.7 6 6 8 4 3 5 95.76 5 2 4 2 95.75 5 3 w 4 2 w 95.7 5 3 44 4 2 a1 g 33.60x79.7 8 3 8 4 3 3 63.75 x 79,76 5 5 6 4 2 3 27.75 x 79.7 5 2 4 2 27.76 x 79.7 5 3 4 2 27.75 x 79.76 5 3 m 4 2 83.7 6 3 8 4 3 5 83.7 8 5 8 4 3 5 83.75 5 2 4 2 83.7 6 3 4 2 0 83.75 5 3 F< 4 2 <F x 87.76 6 3 8 4 3 5 87.75 6 5 8 4 3 6 87.75 5 2 4 2 87.75 5 3 4 2 < 87.7 5 3 0 4 2 LL 91.7 7 3 10 4 3 5 91.75 6 5 8 4 3 6 91.7 6 2 4 2 91.7 6 3 M 4 3 M 91.75 8 3 4 3 d 95.76 7 3 10 4 3 5 95.76 7 S. 10 4 3 6 95.75 6 2 4 2 95.7 6 3 0 4 3 95.75 6 3 4 3 $ 35.50 x 79.7 8 3 8 413 5 87.75 x 79.75 8 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 8 4 F 4 3 1' 36.13 x 79.7 8 4 4 3 E u 83.7 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 8 9 4 3 83.7 8 4 4 3 83.79 8 4 < 4 3 < 87.7 6 3 8 4 3 6 87.7 8 8 8 4 3 5 87.75 7 3 4 3 87.7 7 5 4 3 87.75 7 6 4 3 \LL11L 91.7 7 3 10 4 3 5 91.7 7 8 10 4 3 5 91.7 7 3 4 3 91.75 7 5 0 4 3 j 91.7 7 5 ae 4 3 0 ` a �` 95.75 7 3 10 4 3 6 95.757 6 10 4 3 5 95.76 7 3 4 3 95.7 7 5 v 4 9 vxv 95,75 7 5 9 4 5 �Q . �` W Z 37.60 x 79.78 8 3 8 4 3 5 71.75 x 79.75 6 6 8 4 3 6 36.75 x 79.76 6 3 4 3 38.75 x 79.75 6 4 ` 4 3 < 36.75 x 79.75 6 4 ` 4 3 7` �.. s. S 83.7 8 9 8 4 3 5 83.7 8 6 9 4 3 6 53.7 6 3 4 3 83.75 6 4 = 4 3 m 83.75 6 4 w 4 3 87.75 7 3 10 4 3 5 87.7 8 5 8 4 3 5 87.75 7 3 4 3 67.75 7 5 4 3 ,y 87.75 7 5 9 4 3 u o °; w 91,76 7 3 10 4 3 5 91.75 7 8 10 4 3 6 91.76 7 3 4 3 91.7 7 6 4 3 yj 91.75 7 5 4 3 �y'•? w�' 96.75 7 3 10 4 3 5 95.75 7 6 10 4 3 6 95,75 7 3 4 3 95.75 7 5 4 3 95.76 7 S 4 3 % S ,��Ny r......PCcF\�, % 2X WOOD 134" 13/4' 2X WOOD 13/4" 1 �­MIN E..D. IN E.D. 3A KS6MIN.GONG 1-- 1314'MIN.E.D. BUCK,NOTE 2 SI MIN.CONC. BUCK,NOTE 2 MIN.: 3.4 K Ix WOOD SU(W,NOTE 2 TYPE 1 lkm6i I 3/8"TYPE i 1 X W v wju • i I 3/4"TYPE 2 Amoomwe"*jT:_pr_LL-2-y BUCK NOTE 2 13/4"TYPE 2 1 30r MIN. 0 13/8. MIN. 114*MAX, MAX. SHIM 1/4"MAX. • 1141.mmb SHIM EXT. SHIM &ZH94 WOOD _CONC. ANCHOR CONC. EXT. Wow: ANCHOR, 04 Lu EXT. ANCHOR, I — TYPE 2 OR 3. ANCHOR 0 NOTE I 0 NOTE I NOTE I yp ' *TYPE 2 CR 3.* 1 114-TYPE I OR 2(CMU) 1 0 DOOR HEAD(WOOD) DOOR HEAD(CONC) IT-NOTE 1 0 1318'TYPE 1(CONC) sil =-AD(WOOD) SIDE LITE HEAD(CONC) co I 3/r 1314'TYPE 2(CONC, 40 A 114"MAX.SHIM MIN. 1/4"MAX. 114*MAX.SHIM 1/4'MAX.SHIM 1 1w TYPE I OR 2(CMU) it c6 40 SH 1 3/8"TYPE 1(CONC 1 3/4"TYPE 2(CONC) 1314"MIN.E.D. 1318'MIN. Lu WOOD 1314"CN' MIN.E.D. ANCHOR ANCHOR: w ON a_— CONC rr NOTE I e z a STAGGERED ANCHOR 7.,1....;"-. V5 LL 1.6 KSI MIN.CMU OR 0 CENTERS,- ON WOOD 3.4 KSI MIN.CONC. 0 TYPE STAGGERED ANCHOR, 1314"MIN.E.D. 0 Uj 20R3. CENTERS, TYPE 2 OR 3. o (j) 0 NOTE 1 0 F- NOTEi EXT.NOTE 2X WOOD Uj Z LU 2XWOOD 1 X WOOD BUCK 'el^5 AS*I MIN.CMU OR z BUCK NOTE 2 NOTE BUCK,NOTE 2 1X WOOD BUCK NOTE 2 EXT. X: 3A KSI MIN.CONC. M 0 LU %a DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) oa z WOOD ANCHOR TYPE 2 CONC.ANCHOR Ill Df — OR NOTE 1 NOTE 0 ILL -WOOD ANCHOR,TYPE 2 OR 3 N 0 OTE I CONC.ANCHOR,NOTE 1 EXT 1X WOOD EXT. I m m 6 BUCK,NOTE 2 CQ 0 LL EXT. 114"MAX. EXT. NOTE 3 114"MAX. Z 1/4"MAX uJ < C l'4ODEXST. SHIM 0 SHIM 1/4*MAX. SHIM 13/8"TYPE I 13/8"MIN 1 3/8!MIN. �,:. A 318'TYPE 1 13/41 TYPE 2 oa f -A 3.4 KSI MIN. 3/4'TYPE 2 1 314' 3.4 KSI MIN.CONC. CONC. Ad 2X WOOD BUCK,NOTE 2 AIN.E.D. 2X WOOD BUCK,NOTE 2 13/4" A DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN.E.D. SIDE LITE SILL(CONC) °2! NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 1 318"MIN.(TYPE i) OR 1/4�'SS4 CRETE-FLEX EMBEDDED 1314!'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 114-SS4 CRETE-FLEX ANCHORS EMBEDDED 1318'MIN,(TYPE 2). ®2. IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 I/Z'THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT DEPICTED AS 2x ARE 1 1/2*THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 PSI MIN-, DONE(DONE BY OTHERS) i"0: �xz ! MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ZU c I TELESCO RESIDENCE 64 NW 99TH STREET OCT 6 2015 MIAMI SHORES, FL - • BY: 3211 NW 27TH AVE. MIAMI,FLORIDA 33142 305 638-1566 OWNER/DEVELOPER: TELESCO CONSTRUCTION 1111 KANE CONCOURSE STE.303 SHEET INDEX EXTERIOR SYSTEM NOTES: IMPACT BAY HAgBORISLAND # SHEET DESCRIPTION PGT SERIES CA-740F FIXED CASEMENT WINDOW NOA# PROJECT: 12-1218.11 TELESCO RES. 1 COVER SHEET ���, PGT SERIES CA-740 OUTSWING CASEMENT WINDOW NOA# 64 NW 99TH STREET 2 FLOOR PLAN 12-1218.09 MIAMI SHORES, FL GT SERIES AW 740 ALUMINUM AWNING WINDOW NOA# ! 3-4 ELEVATIONS 15-0519.11 ENGINEER: PGT SERIES SH-700 ALUMINUM SINGLE HUNG WINDOW NOA# y 11-1013.14 •••••• PGT SERIES FD-101 ALUMINUM OUTSWING DOOR NOA# TOTAL •..• '•••.' •...:. 4 15-0528.24 • ... ••.• ... .... ..... .... .... ..... .. . .. . ..... ALUMINUM FINISHES HARDWARE .••. .' WINDOWS: WHITE HARDWARE TYPE 1: DOORS: WHITE STD. 2PT LOCK ASSY. •• ISSUE DATE tB105/2015 DWN KG APPRV GLASS TYPES J�OIL N- 0.-A ' 10�1� Drawin G1 GRAY ANN./.090 PVB/CLEAR ANN. FLOOR PLAN x G1 ,;e Phase: F-L f;4 DATE Sheet Number: j0CI" UV!1_nG DL- 1-1 At L F-DE-RAL I t n�;��it1 (,111 Al10NSi of 4 ❑ 210 211 212 213 R209 214 1 � � 215 El 208 I 3211 NW 27TH AVE. MIAMI, FLORIDA 33142 FF1 1 305 638-1566 OWNER/DEVELOPER: TELESCO CONSTRUCTION I I 1111 KANE CONCOURSE El I STE.303 10B BAY HARBOR ISLAND FL 33154 206 207 PROJECT: ❑ - ❑- - - - - - - I - - - 216 TELESCO RES. Ll a ❑ I I 64 NW 99TH STREET I ❑� I —_—_ I MIAMI SHORES, FL Q ENGINEER: 205 I O I I El • • J El •• •••••• •� I --- I •• • •••• ••••• . . .... ..... I 219 •• • •••• ••�•• I 220 217 ••I • •••• � ••••• EXISTING •• • • •• 218 • r• • EXISTING •••••• Ll==3f- El 204 I � I • • �•••• •• ISSUE ATE '08105/2015 DWN KG APPRV ❑ I I F-1221 I I ❑ I ❑ I Drawing: PED _ zo1 I 203 I Ll Phase 1-1 I I 0 0 I Sheet Number: I � ❑ ❑ � I I I 202 I FLOOR PLAN FP SCALE: 3/18' 1'0' Fof4] 73 5/8" 37" 37" 37" 37" (F.S.) (F.S.) (F.S.) (F.S.) (F.S.) 00 00 0 cii vi vi vi ooma- oCO o � G1 U-) G1 G n ULL� Jill, O EXTERIOR ELEVATION (1 UNIT) O EXTERIOR ELEVATION (1 UNIT) O EXTERIOR ELEVATION (1 UNIT) O EXTERIOR ELEVATION (1 UNIT) O EXTERIOR ELEVATION (1 UNIT) PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-74OF FIXED CASEMENT WINDOW PGT SERIES CA-740 OUTSWING CASEMENT PGT SERIES AW-740 ALUMINUM AWNING WINDOW PGT SERIES CA-740 OUTSWING CASEMENT 3211 NW 27TH AVE. NOA# 12-1218.11 NOA# 12-1218.11 WINDOW NOA# 12-1218.09 NOA# 15-0519.11 WINDOW NOA# 12-1218.09 MIAMI,FLORIDA 33142 DESIGN PRESSURES: +41.8 / -45.5 Psf. DESIGN PRESSURES: +43.8 / -47.5 Psf. DESIGN PRESSURES: +43.8 / -47.5 Psf. DESIGN PRESSURES: +43.8 / -47.5 Psf. DESIGN PRESSURES: +43.8 / -47.5 Psf. 305 638-1566 OWNER/DEVELOPER: 37" 52" 52" �{�-- 52" TELESCO CONSTRUCTION (F.S.) // (F•S•) (F•S•) I (F•S•) STE.031111 ECONCOURSE lF S BAY HARBOR ISLAND FL 33154 00 ^ G1 00 � . . d PROJECT: n LL' �`� � L L TELESCO RES. o � 4 cow o � o � o - G1 G1 G1 G1 64 NW 99TH STREET i -� MIAMI SHORES, FL 0 ( ) 0 ( ) �\ ( ) 0 ( ) 1 ( ) ENGINEER: EXTERIOR ELEVATION 1 UNIT EXTERIOR ELEVATION 1 UNIT EXTERIOR ELEVATION 1 UNIT EXTERIOR ELEVATION 1 UNIT EXTERIOR ELEVATION 1 UNIT PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES SH LL ALUMINUM SINGLE HUNG PGT SERIES CA-74OF FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOWZ29 • • NOA# 12-1218.11 WINDOW NOA# 11-1013.14 NOA# 12-1218.11 NOA# 12-1218.11 NOA# 12-1218.11 •••••• • • ••••• DESIGN PRESSURES: +43.8 / -47.5 Psf. DESIGN PRESSURES: +44.5 / -48.2 Psf. DESIGN PRESSURES: +42.8 / -46.5 Psf. DESIGN PRESSURES: +42.8 / -56.0 Psf. DESIGN PRESSURES: +42.8 / -56.0 Psf. •• •••••• •. •••• •••• ••••• • 51" 51" 52" 52 1/2" 37 •••.. (F.S.) (F.S.) (F.S.)- (F.S.) (F.S.) ... .... • .. . .. . ....• ui r� Li .••• so LL v LZG1 • ..... • G1 � G1 � G1 Lr)-1 � . ..... Jill •• ISSUEUATE*08/05/2015 DWN KG APPRV 211 EXTERIOR ELEVATION (1 UNIT) 1 EXTERIOR ELEVATION (1 UNIT) EXTERIOR ELEVATION (1 UNIT) EXTERIOR ELEVATION (1 UNIT) 1 EXTERIOR ELEVATION (1 UNIT) PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES AW-740 ALUMINUM AWNING WINDOW NOA# 12-1218.11 NOA# 12-1218.11 NOA# 12-1218.11 NOA# 12-1218.11 NOA# 15-0519.11 DESIGN PRESSURES: +42.9 / -46.6 Psf. DESIGN PRESSURES: +42.9 / -46.6 Psf. DESIGN PRESSURES: +42.8 / -56.0 Psf. DESIGN PRESSURES: +42.8 / -56.0 Psf. DESIGN PRESSURES: +44.5 / -59.3 Psf. Drawing 69" 19 k 19" ELEVATIONS 37" (F.S.) �(F.S.}'I �(F.S.) (F.S.) Phase: '� '� 00 i� 00 j[n u-) un L cn 0D In O (D O G1 I rl) u- G1LO 1 LO 1 n Sheet Number: EXTERIOR ELEVATION (1 UNIT) 1 EXTERIOR ELEVATION (1 UNIT) EXTERIOR ELEVATION (1 UNIT) EXTERIOR ELEVATION (1 UNIT) PGT 3 SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740F FIXED CASEMENT WINDOW PGT SERIES CA-740 OUTSWING CASEMENT PGT SERIES CA-740 OUTSWING CASEMENT NOA# 12-1218.11 NOA# 12-1218.11 WINDOW NOA# 12-1218.09 WINDOW NOA# 12-1218.09 Fof4 DESIGN PRESSURES: +44.5 / -48.2 Psf. DESIGN PRESSURES: +42.0 / -45.7 Psf. DESIGN PRESSURES: +44.5 / -48.2 Psf. DESIGN PRESSURES: +44.5 / -48.2 Psf. 3211 NW 27TH AVE. MIAMI, FLORIDA 33142 305 638-1566 OWNER/DEVELOPER: TELESCO CONSTRUCTION 1111 KANE CONCOURSE 32 1/2" R.O. 32 1/2" R.O. STE.303 BAY HARBOR ISLAND FL 33154 PROJECT: 32" F.S. 32" F.S. TELESCO RES. 64 NW 99TH STREET MIAMI SHORES, FL vs O I O ENGINEER: p rr\j � p r7 � •••••• � I 00 � I • • ••••• III • • s G1 G1 • .... .... ..... ..... .... ..... EXTERIOR ELEVATION (1 UNIT) EXTERIOR ELEVATION (1 UNIT) ••�.. •..' ....� PGT SERIES FD-101 ALUMINUM FRENCH DOOR — PGT SERIES FD-101 ALUMINUM FRENCH DOOR — ••••• ' • • • • N. .A.# 15-05 28.24 N.O.A.# 15-0528.24 • • • ••••• PRESSURES: —59.3/ +44.5 Psf. (ZONE 4) PRESSURES: —59.3/ +44.5 Psf. (ZONE 4) '••• ISSUE"kTE•08105/2015 DWN KG APPRV Drawing: ELEVATIONS Phase: Sheet Number: 4 [of 4