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REV-17-403 Miami Shores Village lowEEB 16 2017 Building Department LBB Y: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 CJ't')R FBC 20 14 BUILDING Master Permit No. 9 PERMIT APPLICATION sub Permit No.�j�,V �' 403 ❑BUILDING ❑ ELECTRIC ❑ ROOFING VISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP pCONTRACTOR DRAWINGS JOB ADDRESS: a 0 fueR -C—� ` City: Miami Shores ` County: Miami Dade Zip: 3313 g Folio/Parcel#: 11 3d34P-6b n'T d 0 v2 C) Is the Building Historically Designated:Yes NO Occupancy Type: jFk Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): P-Vi i 11 a1731 A ajo Phone#: Address: S ( 0 Noe 95�- St- City:. M(114f1 t J6 it S State: � L Zip: 3.3/3�? Tenant/Lessee Name: Phone#: �Q � IYA C) 4 Email: (� V CONTRACTOR:Company Name: f � ► ��l(nab U) Phone#: Address:: --54:>04'5 l ,Tb L44br� -V- SA . 16 (e City: t e a►rlb ', 49) UIQ State: RL Zip: 3.5_6-2,9 Qualifier Name:30-0 k•a-`(kw^ i Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��l/l (6 K� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:4 S K• C v f1l n 12 1L- l . fn ✓ &ety S111 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumentwasacknowledged before me this day of ,20 ,by 14 day of F21 120 r 7 ,by ovit14"St (CI(�tc,(p ,whoispqcgnall wn to To►1p.�La,*1 �DjD �who' per n to 3 F 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 P LIC: NOTARY PUBLIC* dld A Sign: �t Sign: #n Print: �Q-► c'^ U..�G T"`a-�C��` Print: C— !-d& Tam WNOTARY PUBUC wyeduluml Seal: NOTARYY PIJBU PUBLIC Seal: STATE=OF FLORIDA STATE OP'PLORIDA • V' FF97Vu'5 FF976M �4/12/2 1) APPROVED BY 7�1 177 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 7 • REF.#: 17-35 Date: 2/1/2017 6454 • E N G C O, inc. Contractor M&A Windows 12078 Miramar Parkway-Miramar,FL-33025 Engineering Services-CA 8116 Job: Delgado Residence 1791 Blount Road unit 907 810 NE 95th Street-Miami Shores,FL- Pompano Beach-Florida-33069 Design by:PEDRO DE FIGUEIREDO,PE 52609 Tel:(754)307-1319 Fax:(754)205-6846 Email:Engco@AOL.com Sheet Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10(chapter 26-30) Florida Building Code 2014 r!i:Ny!i!::::':_-`-` Feet Low Rise: Buildings with MRH<=60'and MHR<=B Mean Roof Height-(MRH) -' ;�_ Cladding ElevaUon +' L �b jjj� Feet Minimum Width:(B) 1i" ;;tlMMI""I Feet Roof Slope Roof Slope Ri;qqcjjpn Fac:oP,•• goo*: Basic Wind Speed �m h Use Figure 26.5-1A or FBC 2014 • ' :00000 Risk Category: II =_:_!r:. ! _-=_ •..... .... ..... sea I Exposure C a Zgil _== a! = (Section 26.7) 9.5 900 • • • • ••+•• Exposure C:Open terrain with scattered obstructions height less than 30ft.Open country,grasslands • • ' ,.. . ;•••• Building Type Enclosed Y !! ! =a_:iiiii;!;! • (Fully and Partially Enclosed-Section 26.10) O Kd-Table 26.6.1 0.85 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 Kz-Table 30.3.1 0.92 Kh-Table 30.3.1 0.92 KZt-Section 26.8 1.00 To be used when hill height H-15' Velocity Pressure(qz) 61.32 Psf qz=o.00256.Kz.Kzt.Kd.V^2 Section 30.3.1 Velocity Pressure(qh) 61.32 Psf qh=0.00256. Kh.Kzt.Kd.V^2 Section 30.3.1 Tributary Area a`__# =' ft2 GCpi(Int.Pressure) 0.18 -0.18 Table 26.11-1 GCp Ext.Pressure) zone 4(+) 1.00 zone 4 -) -1.10 Figure 30.4-1 (walls) zone 5(+) 1.00 zone 5(-) -1.40 Wind load Psf positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 4 43.4 -47.1 zone 5 43.4 -58.1 Zone 5 for units located less than 54°from building corners End zone(a) 54 INCHES Notation:(a)-10%of the least dimension or 0.4 of mean roof height,whichever is smaller. Also(a)must not be less than either 4%of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. /-/,i rt017 PEDRO DE FIGUEIREDO,PE 52609 6 NOT VALID WITHOUT SEAL sl ,..C{..' -Y+v •1 `/avisimn 9 Zo 7,9 M i RA M AP-f-PA RV t.Ja y t ISA M ATS , rL- 33o z.5 D ows Name 1x4ado ;d cG Address 9T- �l •••• 9999 9999.. 9999.. . .. 96.696 • Mean Roof Height Corner Distance G .�•�•• � 6� • 9999 9..69 6 6 • 6. • 0966. Type Opening Size Ffi�ec' Zone } - Pres/Form +Pres/NOA -Pres/NOA 0 9 6 9 NOA# .0 9 9 • Area Pres/Form so 6 . 9999.. 6..6.0 • 6 6 2 9999.. 9999.. . . 966666 3 so- 5 F(s 7a v&4 74 7 -0629 7 F6r 0�4� 3 v/• 1 ,�� S 4I /(�-029• oSl F� SkG�I a�� , Sf G 8•S" RFs$ e F!r XG ate 7$'• F -06Z9•/fl 10 11 12 13 14 15 Type / Single Hung=SH,I�ow! Horizontal Slider=HS, Fixed Glass=FG,Sliding Glass Door=/SGD / hem """dfa/lJ .5;1/S G�� 1�� ,•fr�i++?ed 9„�C�/.%� S+�b.►�� C� t-,14Z lav:S:a, wise LP !� .SigNC.C{ L� J�CAI GQ �b y �G�!'O rl� MIAMI-DARE 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.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 s o q blc building code. This product is ap as des c ' erein, and has been designed to the Florida Building Code,including t e High Velocity Hurricane Zone.- DESCRIPTION: ries 'TW-701/7201820"Aluminum Fixed Window L.M.I. APPROVAL DO : Drawing No. MD-720-820.1 titled"Fixed Window Insta i Guidelines", sheets 1 through 11 of 11, date v sicm are by manufacturer, signed and sealed by Anthony Lynn ' r, P.E. unty Produ ontrol Revision stamp with the Notice of Accep cc er and expiration date by the Miami de Co ty Product Control Section. MISSILE IMPACT RA G: Large and Small Missile Impact Resistant LABELING: Each unit sh bear a permanent label with the manufacturer's n e or logo, city, state, model/series, and following stateme . " ami-Dade County Produc pproved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided•to the user by the manufacturer or its distributors and shall be available for inspection at the jot site at;he�re*gne qt cif fteeguilding Official. This NOA revises NOA415-0528.26 and consists of this page'jatjd jv�tie*1cppagea E-1,E-2 and E-3,as well as approval document mentioned above. .. •.• •• • • • •• The submitted documentation was reviewed by Manuel Perez,P.E. • •• . NOA No. 16-0629.14 MtAMI•DADE COUPITY ••• •• ••• •Expirat4on We: February 19,2019 Y7lq !j(p Approval Date: August 04,2016 t ... . . ... . Pagel . . . . . . . . 0 : . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 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 a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) . .. . . . . ... . .. ... .. . . .. Man el Pe ez,P.E. •:0 ... " ":PXo'Uct Co trot aminer • 0 • ••: . .' NOA . 6-0629.14 ••• ••• :fxpirItion Vie: February 19,2019 Approval Date: August 04,2016 • . . ... . . . . . . . . . . . . .. .. . . . .. .. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51' Edition (2014), dated 05/20/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. oaf so: 000 as* • •• • • • • ••• • • • • • • • • • ••• • ..• ••• • Manuel Per Z, .E. ' ' •;PMdtict Control am' er .' i• ' '; ;. ' . . s :NOA No.1 9.14 ' " 'Expiration D9te: February 19,2019 T,+ Approval Date: August 04,2016 L` -2•.• • • • • ••• • . • • • • • • •. •• . • . •. .. .•. . . 0 000 0 0 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 20, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window—L.M.I." approved on 07/09/15 and expiring on 02/19/19. 00 0 • •• • • • • ••• • • • • • • • • • ••• ••• ••• • Manuel a .E. • . ' ' ••PCo*ct Contr 1 Exa iner •• :• • •: :• • ; f ; ; NOA No. 629.14 ••• • •• •Expiraflon Vate: February 19,2019 Approval Date: August 04,2016 Ei • • • ••• • • • % •• • • • •• •• ••• • • • ••• 0 • STANDARDS USED: GENERAL NOTES:SERIES 720/820 X2014 FLORIDA BUILDING CODE(FBC),5TH EDITION DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW •ASTM E1300.09 •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO -ALUMINUM DESIGN MANUAL,ADM-2010 SEE SHEETS 25 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA •AISIS100-07/S2-2010 BUILDING CODE,INCLUDING THE HIGH VELOCITY 48"TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47`BUCK WIDTH 48'BUCK WIDTH 48•BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-IM VISIBLE 45-114•VISIBLE 45.1/4•VISIBLE PRODUCTREVISED WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH UGHT WIDTH as complying W96 do Florida INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD —►j 6"MAX. —� 6'MAX F,SHEET 8 2•MAX. Bw78ingd.& _ LITE(CAP)MUST TEMPERED. B,SHEET 6 0,SHEET 7 H,SHEET 9 No i�Cf - 2.q (¢ 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, I I • •• •B� • USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY •• lain' ftmAp l" ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i I C E,SHEET 8 I G.` • WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY q A 95• C UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET'6 i SHEET 6 BUCK SHEET 7 i SHEET 7 96' G,SHEET 8 G, HEfT 9 a HEIGHT L • ••• • • • 4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE I I BUCK m CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE 1 —I--- f---"--- HEIGHT T-------- ••• 'JR PACERS MOVEDTS. OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. JJJ---- I 92-114' I ••• B(F WOOD BUCKS DEPICTED AS 2XARE 1-1/2'THICK OR 12°MAX. VISIBLE 12'MAX. 93.1/4" LIGHT ••••• GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE W MAX I •• Uc • ° • • DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. • STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS I / Bg• I / HEIGHT I / • •• 96" pee • M THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO BUCKBUCKO •••• HEIGHT >_• a g 0] •"aa ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT • 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE • �� •7� BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 I I • CD CD •N f.\_1 10p aND SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 1 I I �A ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION • �� d N ANCHORS SHOULD BE SEALED.OVERALL I "� Z•LL. Iy uuop O SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 6' L-.- T F,SHEET 8 ••P— UJ � 6' -"�:• D—�-I )� 12'MAX O.C. J 2 W INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX SHEET 7 2"MAX H.SHEET 9 U U X D O 9 THE SCOPE OF THESE INSTRUCTIONS. I 5"MAX D.C. W W m O co co 'U- ON 6)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR FLANGED FRAME TYP-EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION �> o Y Z z LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE E VATION ESTED UNIT ELEVATION(TESTED UNIT) (TESTED UNIT) z n.z O o SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v �' Q LL O APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE W SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON RE 1! THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK U! GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. .8 Iaa45 7)DESIGN PRESSURES: GENERAL NOTES........................1 ,�,v,/ ANCHOR SP TO BE 6"MAX FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® rn Z , A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCVCLE ELEVATIONS...............................1 / \ ME ,SEE FIG 1,THIS SHEET. � H F�- TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS......................2-5 O O Z E1300. DESIGN PRESSURES_................25 12"O.C. —WIDTH F--WIDTH---{ �-WIDTH WIDTH O Z aInas B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX / 'T-r-——— — T ———-) 7-r- --T T r -T O z Q PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 t T T I ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A...........8 I 1 / F� _ Fs p W N N " INSTALLATION,INT.FIN B..........B -I`iL S2 'O c7 �// O W Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6, / r I '" I = I = I I = I I LL a a DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................11 MAX11 1 11 11 TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS PARTS LIST................................... 1 L— —J apu asap seua5 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS WIDTH F---WIDTH-+I I"-WIDTH-�( I""WIDTH PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR \" C Y L7' Jai THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT TABLE 1' F T 1 0-111 T f 1 Zy.JCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPe Dene on SiteelSHALL MEET THE REQUIREMENTS OF THE FLORIDA # # /r/ /// p �' -. ••BUILDING CODE FOR CORROSION RESISTANCE. 1 7116"Land(3116'An-.090'PVB-3/16"FLS) 2 = / = 9 = = Vo,531056•Leml 16"HS-.090°PVB-TLV HS 2ti9)REFERENCES:TEST REPORTS FTL.3835,3850&7212; 3' 1-1116"Lami.IG(3116"T-7116"Air-3/16"An-.090"PVB-3116"HS 3 L 1 1 1 L J _'tl ' ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANS6AF8PA 1-1118'Lami.IG(3118'T-7/16'Ah-3116'HIS-.090'PVB-3/18'HS) 3 - 6" ��(6 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN 5 7/18'Land 16'An-Off SG-3118'An 4 I'�---WIDTHS I"'- WIDTH—{ 1—WIDTH-�{ 7'�WIDTH-�{ C.}�'•_ vTgr£OF MANUAL. 8 7118'Laird(3118"HS-.080'SG-3116"HS 4 T ——— ——— } f — r— —, T r——— ��t5` '�,;Or�IGA,..•.-' .�" 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1-1/18'Laml.IG 16"T•7116'Ah-3116"An-.090°BG-3118'An 5 � i I I �t ••'• q�Cjy; SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERIES 8 1-1/16 Lamt IG 16'T-T/16'Ah-3118'F6-.080'SO-3116'HS) 5 O /1/ p /f/ I p i J�f� F,• �, MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG='KURARAY SENTRYGLAS INTERLAYER'BY KURARAY AMERICA,INC. = Y� = I x 'PVB'="K'RARAY BUTACITE®PVB INTERLAYER'BY KURARAYAMERICA,INC. 1 A.LYNN MILLER,P.E. .L P.E.#58705 TABLE 2: Window Design Pressure(+N,psf)forG)ass Type 1 ong Side(n) 7/16"LAMINATED 67.7/8 72 76 BO 84 88 92 96 IOD 104 109-t12 GLASS STACK I 30 +1.60 1 +1.80 +1.80 1 +/$0 +/$0 +/$0 +1-80 +/$0, +1.80 +/$0 +/-80 32 +1-80 +1$O +/-8p +1-80 +180 +/$0 +1-80 +/$0 +1.80 +/.80 +1-80 ,090"PVB INTERLAYER 34 +1$0 +1-80 +/-80 +1.80 +1.80 +1-80 +1-80 +1-80 +/$0 +1-79.8 +1.79.4 36 +180 +/-80 +1-80 +/-80 +1$0 +1.80 +1-79.7 +1-772 +1-75.1 +/-73.4 +/•72.2 3116°HEAT STRENGTHENED GLASS 38 +1-80 +1.80 +l$0 +1-80 +180 +1-78.1 +1.75.2 +/-725 +1-70.3 +1.88.5 +1-88.3 3116°ANNEALED GLASS 0 cmoyT RBVI3 w as comPlyie$with Mt FIorIJa 40 +I-80 +1-80 +l-80 +1.79.8 +1.77.2 +6743 +1•71.3 +1-67.9 +185.1 +/-83.4 +181.6 4 - Bwldieg Code 42 +1-80 +l$0 +1.80 +1-77.4 +1-74.3 +1-71.3 +1-6&2 +7.80.7 +f-81.6 +1.59.8 rf5B.2 11 Actc_ptaM Na 44 +I-60 +1-80 +/-78.9 +1-75.4 +/-721 +1-88.9 +1$5.6 +1-822 +159.7 +/57.5 USED AT CURVED �L 4v� 6 48 +I-80 +1$0 +1.77.2 +l-73.6 +1.70.1 +/-86.8 +/-83.5 +!-6113 +157.7 FRAME MEMBERS ONLY 29 518= v 48 +!$0 +l-79.3 +1-75.6 +1.71.9 +l-60.3 +I-64.9 +1-81.5 r1-5&2 @ 11-7/8"O.C.MAX GLASS BITE �"'�- LONG SIDE BY u1 50 N$0 +1 +1.74.1 +670.3 +/-68,7 +1.631 +159.7 T- -77.5 Mian eProduct n1-3 52 +/-79.1 +1.75.6 +1-724 +1.68.8 +1.85.1 +1.61.5 SHORT to 54 +l-T7.4 +1.73.8 +1.70.5 +1$7.3 +1-63.5 EXTERIOR SIDE •• 56 «l-758 r1-72 +l-68.8 +/.65.3 1 • 58 +/-742 +1-70.3 +/.66.8 1 1 20 13 i • 8o +l-727 +1$8.7 +/-65 Y 1- •• • of • • • 62 1 +1.71.2 GLASS TYPE 1+1.87.1 v F84 +f-89.7 +1$5.5 -►- LONG STD •��"-� •• •••••• 88 67-718 1 +187 T- NOTES: T �(•••• LU 4k�g�• m 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SS DE % • IP••• co "a8 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0000 �. •7-i D 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. O 'd♦ D p • • � ♦ N TABLE DIMENSIONS MAY BE •• r`ti• 'r •�• N ORIENTED VERTICALLY ORi ••• O,[" N-j o Z 8 HORIZONTALLY ASSHOWN0 • Z W m LL� 4tDJp fj • = to C •LT ♦- TABLE 3: • • :R q. D 'ON • • • 0 W m O • •: JMO Window Design Pressure(+H,psf)farGlass Type 3 • .�-•Z�Z w O CO CO LL Long Side(in) •• a 87-71 76 80 84 Be 92 96 100 104 109-112 1-1/16"NOM. J O 30 +l-80 +1-80 +1-80 +!$0 +(-8p +1-80 +/$0 +1-80 +/.8() +1-80 +/.80 GLASS STACK 7116'LAMINATED ID N 32 +l$0 H$0 +f-BO +1-- +IAO +!$0 +1-80 +1-80 +1.80 +1-80 */-80 GLASS STACK 34 +/-80 +/$0 +1.80 +1-80 +180 +l$0 +/$0 +1-80 +/.80 +/$D +/$0 STRENGTHENED HEAT _I SHORT z Of faav5 38 +1$0 +/$0 +1-80 +/$0 +180 +1-80 +/-BO +!-80 +I.80 +1-80 +/-80 3116°TEMPERED GLASS STRENGTHENED GLASS '1 SIDE ® w Z D-' 38 +1-80 +1-80 +1-80 +1-80 +1811 +l•80 +/$0 +1-80 +!79.4 +/-76.4 +1-74.3 3118'ANNEALED GLASS �- � y Z 40 +1-80 +!-80 +/40 +1-80 +180 +1-80 +/.80 +/-78.7 +173.5 +/-70.9 +/-69 7116"AIR SPACE -pg0'PVB ��jCC O 42 +1-80 +1-80 +180 +1.60 +180 +1$0 +1-77 +1.731 +189.6 +1-66.9 +1$5.2 11 INTERLAYER LL z of LU a/°n 44 +1$0 +1.80 +1-811 +/-80 +1.80 +1.778 +1-74.1 +l-70.3 +1.67.5 +183.900 '6 46 +1-80 +1-80 +1.80 +1-80 +1-79.2 +1-75.4 +1-77.7 *1.88.1 +1$5.1 5 / LONG 0 ' Z r co a 48 +1-80 +l-80 +1.80 +I$0 M-77.2 +1-733 +1.89.5 +/-6&8 USED AT CURVED /�/ SIDE O mM+1.74.9 +1-80 +180 +1-79.4 +1.75.3 +1-71.3 +1-87.5 FRAME MEMBERS ONLY 29 51fr W O x w as 2 +l$0 +/80 +1.77.7 +1-73.5 +I-895 @ 11-71W O.C.MAX. GLASS BITE LL O m +/-80 +1-79.8 +1.76 +1.77.8 1-3 a1>1 •asap sauag +l-66 +1-77.5 +t.73.8- 580 +1-79.4 +1.75.4 EXTERIOR 0 +/-77.6 +1.73.5 a 75- 21 13 _I SHORT 8 .8 +- SIDE _ GLASS TYPE 3 .9 { NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. (('' 2 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. W 6 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. - A.LYNN MILLER,P.E. P.E.#58706 TABLE 4: Window Design Pressure(+/-,pal)for Glass Types 2 8 4 Lang Side(N) 67.7/8 72 76 80 1 84 Be 92 96 100 104 109-112 112 116 120 124 12B 132 138' 140 144 30 +190 +/90 +1.80 +1.80 +190 +1.80 +1-80 +1-80 +190 +1-80 +190 +1-80 +190 +I90 +190 +1-8D +1-80 +190 +190 +190 32 +190 +190 +190 +190 +190 +1-80 +190 +1-80 +190 +190 +1.80 +/90 +190 +1-80 +1.80 +190 +1-60 +190 +1-80 34 +190 +/90 +190 +190 +1-80 +1-80 +/90 +190 +190 +190 +1.80 +190 +190 +1-80 +190 +190 +/-80 PRODUCT REVISED 36 +190 +1-80 +190 +190 +190 +190 +/90 +190 +190 +190 +/90 +1-80 +190 +1.80 +l90 +190 as com,13ins with Wa Lna`-id¢ 38 +190 +1.80 +190 +1-80 +1-80 +190 +1-80 +190 +190 +1-80 +190 +1.80 +190 +1-80 &ulft$C)du re),40 +190 H90 +190 +190 +190 +190 +190 +190 +190 +190 +190 +190 f`C�PNpC°7 cJ 42 +190 +1-80 +1-80 +190 +190 +190 +r90 +190 +190 +190 +190 ptlatial.99 c 44 +190 +190 +190 +l90 +/90 +/-80 +1-80 +l90 +190 +190 46 +r90 +190 +190 +190 +/90 +190 +/90 +190 +190 B N1'tami 4",a, ,fir-46nmxol 48 +r90 +/$p +190 +1-80 +190 +190 +r•80 +l.80 50 +190 +190 +190 +1-80 +190 +r90 +l90 E 52 +190 +190 +190 +190 +1.80 +1-79.1 ••• m 54 +190 +1-80 +190 +190 +1-78.6 • • 56 +190 +190 +190 +1.79.1 mmg 58 +1.80 +/.80 +I9060 +190 +190 +/-79.362 +f90 +19D >64190 • � y m NOTES: _ •••• ••• a '.ay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �• 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 00000* {p• 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. • • } • ti U •• •• V • N W 04 • • • 04 Z 1LL LL (0 J O O • • r�,=tt ly �V_j 71LL •• � • • 1FL m� °D • 'aN TABLE DIMENSIONS MAY BE • • • W O `r •� •• smo 1-1/16"NOM. • > y GLASS STACK ORIENTED VERTICALLY OR 400 Z 7/16-LAMINATED 7116°LAMINATED. O •Il.Z m O U) r GLASS STACK GLASS STACK HORIZONTALLY AS SHOWN. `•• F¢ W LL 11— 3116"HEAT STRENGTHENED GLASS LONG J Q .090°PVB INTERLAYER 3116'TEMPERED GLASS SIDE J 3/16°HEAT 3716-HEAT STRENGTHENED GLASS �_ LONG SIDE U3 LU laays 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/18"AIR SPACE .090°PVB INTERLAYER ® Z Q 4 11 11 SHORT � c Z 5 SIDE O USED AT CURVED USED AT CURVED ++ —1 SHORT ¢ z Df FRAME MEMBERS ONLY pg 5/8• 5/8- .DE —I SIDE p z 00 FRAME MEMBERS ONLY 29a. Q 11-7/8"O.C.MAX GLASS BITE @ 11-7/8"O.C.MAX. GLASS BUE F Z ^N� 1-3 1-3 (Wj O In 3 W EXTERIOR EXTERIOR -+— LONG SIDE —►-� D_a 20 13 is7a 21 13 T_ apl nse0 saua GLASS TYPE 2 GLASS TYPE 4 SHORT 6r �i LONG SIDE '�� f� SIDE J SHORT —I SIDE A.LYNN MILLER,P.E. P.E.#5$706 TABLE 5: <Mndow Design Pressure(+h,psf)for Glass'type 5 Lmg Side On) 7/16'LAMINATED 1� 67-718 1 72 76 1 80 84 88 92 95 1 100 104 109-112 GLASS STACK I 30 +94-125.4 +901-120 *901.115.5 +901-111.5 +9&-108.5 +901-106 +901_1045 +90/-103.5 +94-7025 +9&-100.7 +9d-97.9 .090'SG INTERLAYER 32 +94.116.9 +9d-1108 +g&_105.3 +94-107.8 +9&-98.7 +901.95.7 +9Df-923 +901-90.6 +901-90.3 +/-89.9 +199 34 +g&_108.9 +907-103 +9p1.9fl8 +9d-45.1 +90131.8 +1-88.2 *t-84.4 +/91.5 +190.1 +I-79.8 +/-79.4 3/16'ANNEALED GLASS 36 +901-1028 +94-97.1 +9&•928 +/-88.9 +195.5 +1-828 +1-79.7 +1.77.2 +1-75.1 +/-73.4 +/-72.2 3/16'ANNEALED GLASS 38 +9&-98,4 +94-922 +1-86.7 +1.83.2 +/-80.7 +1-78.1 +1-75.2 +i-725 +1.70.3 +1-88.5 +196.3 PRODUCTREVISEDwith w 40 +9&-94.6 +198.2 +1926 +/-79.8 +/-77.2 +1.743 +1-71.3 +1-67.9 +185.1 .1-63.4 +1-61.6 4 11 B illi scmviiog with da Florida 42 +901.91.3 +194.7 +1-80.7 +1-77.4 +1-74.3 +/.71.3 +1-88.2 +/-647 +1.61.6 +1-59.8 +158.2 Bofldiag Code USED AT CURVED tag' NO -!)��[lj.U`l 44 +19fl3 +1924 +1-78.9 +/•75.4 +/-721 +/98.9 +1-65.8 +1.622 +1-59.7 +157.5 FRAME MEMBERS ONLY 29 5/8" '� 46 +f954 +190.8 +1-77.2 +1-73.6 +1-70.1 +196.8 +/-83.5 +1.80.3 +157.7 Q 11.7/8°O.C.MAX. GLASS BRE a_ 48 +/927 +1-79.3 +1.75.8 +/-71.9 +/-68.3 +194.9 +/-61.5 +158.2 �- LONG SIDE By 50 +1_m9 +1-77.5 +1-74.1 +/-70.3 +/.88.7 +1-M1 +1-59.7 1-3 T 7.44ami Pro&x2' 52 +1.741 N-75.8 +1-774 +1-68.8 +155.1 +f-61.5 4 rn 54 +1.77.4 +1-73.8 +1.70.5 +1-67.3 +1-63.5 EXTERIOR SHORT 56 +1-75.8 +1-72 +168.8 +1.85.3 SIDE •• 20 13 � • 58 +t-74.2 +1-70.3 +1-66.8 W +1727 +1-66.7 +1-65 GLASS TYPE 5 •• • • 82 +1-71.2 +197.1 > • • •••••• • 84 +155.7 +1-65.5 I-+--- LONG SIDE j +� •• •••••• 86 +1.68.3 � 87-718 +/-67 NOTES: M 0] 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT 6••••• D• • a ,"'a 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE f�"•••• •N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ �j 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. • • _-� V 1 d N TABLE DIMENSIONSMAYBE •• • 1,�j •'} N ORIENTED VERTICALLY OR ••• Ori N o Z e � HORIZONTALLY ASSHOWIf • Z u- u1 U- O J p 00 TABLE 6: • •••� • O W 03 Y a7• •• OMO Window Design Pressure{+F,psf)forGlass'Iype7 • yi �z:a0 °' v Long Side(n) LL 67-718 72 76 80 84 88 92 98 100 104 109-1!2 1-1116'NOM. •• g J O 30 +9&-130 +9&-130 +94-130 +901-126 +901-1226 +9&-119.8 +94-118.1 +9&-117 +9d-115.8 +901-1127 +9d-109.9 GLASS STACK 7/16"LAMINATED .J ¢ d' 32 +901.130 +94-1251 +9&-118.9 +94-714.8 +9&-111.5 +901-108.1 +901-104.3 +901-1024 +901-102 +9&-101.4 +9d-99.7 GLASS STACK Q 1-- 34 +9&-123.1 +94.1164 +901-111.7 +9d-107.5 +901.103.6 +901.99.7 +90135.3 +901-921 +9&_90,5 +1.90 +189.6 - SHORT w Ip I,U 7aav5 36 +9&-116 +x_109.8 +901-104.8 +94-100.5 +9&-966 +901-93.3 +/-90 +187.3 +144.9 +/-823 +181.2 3/16'TEMPERED GLASS 3/18°ANNEALED GLASS '1 SIDE ® a Z m 38 +901-111.2 +94-104.2 +901-97.9 +901-94 +94-91.1 +1882 +194.9 +/91.9 +179.4 +1.76.4 +1-74.3 3116'ANNEALED GLASS 40 +901-108.9 +94-99.6 +9&-934 +9d-90.1 +1.87.2 +1-84 +1.80.5 +1-76.7 +173.5 +1-70.9 +199 7/16"AIRSPACE N Z 42 +9&-103.2 +9d-95.7 +901-91.2 +197.4 +194 +1-80.6 +1-77 +/-73.1 +1.69.6 +198.9 +1-65.2 .090'SG INTERLAYER p W e a 44 +901.99.7 +901-93.1 +199.1 +1-85.2 +191.4 +/.778 +1.74.1 +1.70.3 +1.67.5 +1.83.9 11 0 Z a 1 aS 46 +901-96.5 +9d-91.3 +197.2 +/-83.2 +1792 +1-754 +1.71.7 +1961 +1.65.1 5 O Z ti CR v48 +901-93.5 +/_m.6 +195.4 +1-81.2 +1-77.2 +1-73.3 +/-69.5 +1.85.8 LONG ❑ U, USED AT CURVED 50 +901.91.4 +1-87.6 +1.83.7 +1-79.4 +1-75.3 +/-71.3 +1-67.5 5/8' SIDE cwi LU P FRAME MEMBERS ONLY 29 52 +199.4 +195.5 +/-81.8 +f-77.7 +1-73.5 +1-69.5 GLASS BITE X W a Q. y 54 +1-875 +1-63.4 +1-79.6 +/-76 +1-71.8 @ 11-7/8'O.C.MAX. IL, ❑ 56 +1-856 +191.4 +/-77.5 +173.8 1-3 a '� 0 saua5 58 +1-838 +1-79.4 +1-75.4 .. EXTERIOR 80 +/921 +1-71.6 +I-73.5 - 62 +1-80.4 +1-75.8 a 5-7a 21 13 _ I SHORT I-- 64 +1-78.8 +/-74 1 SIDE r- _ 86 +1-77.2 GLASS TYPE 7 87.7/8 +1-74.9 NOTES: 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ��f 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. l7 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. A.LYNN MILLER,P.E. P.E.#58705 TABLE 7: Window Design Pressure(+/-,psi)for Glass Types 6&8 Long Side(In) 87-718 72 78 80 84' 88 92 98 100 104 109-112 112 116 120 124 128 132 135 140 144 30 +901.130 1 +9W-130 +901-130 1 +9W-130 +901-130 +901-130 +901-13D, +901.130 +901-130 1 +901-130 +901-130 +901.130 +901.130 +901.130 +901-130 +901.130 +901-130 +901.130 1 +901.130 +901-130 32 +90/-130 +901-130 +9W-130 +901-13D +601430 +901-130 +901-130 +901.130 +901-130 +9W-13D +901-13D +901-130 +904130 +901.130 +901.130 +90/-130 +901-130 +901-130 1 +901.130 34 +901-130 +901.130 +901-130 +9W-130 +9W-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901.130 +901-130 1 PRODUCT REVISED 36 +901.130 +9W-130 +901.130 +901-130 +9W-130 +901-130 +9W130 +901.130 +901.130 +9W-13D +9W.130 +901-130 +901-130 +901-13D +9W-130 +901.130 m complying with dw F'kxida 38 +901-130 +901-130 +9W-130 +901-130 +901-130 +9W-130 +9W-130 +901.130 +901-130 +901430 +9W-130 +901-130 +901.129.2 +9W427.3 BuiLling Code `�� 2�}.(4- P67.718 +9W-13D +90%130 +901-130 +901-130 +901-130 +9W-133 +901-130 +901-13D +9W-130 +901.126.8 +901-123.2 +9W-122 Aoxptnace No 1- +9W-130 +9W-130 +9W-130 +901-130 +901.130 +901-130 +901-130 +901-129.3 +901-123.2 +90'-119.7 +9W416.4 Daze t +9W-130 +9W-130 +901-130 +9W-130 +901-130 +9W-130 +9W-130 +901-124.5 +901-119.4 +9W-115 B +901-130 +9W-130 +901.130 +9W-130 +901-130 +901.130 +901-126.9 +901.120.5 +9W-115.3 y Mia'ni Dade PrnducT +90/-130 +901-130 +9W-130 +901.130 +901-130 +901.129.7 +901-123 +901-118.5 m +901-130 +901-130 +9W-130 +901-130 +901-130 +901.126.2 89.41-119. Y .@ +901-130 +901-130 f9p1-130 +901-130 +901.130 +B8.8f-123 •• +901-130 +901-130 +901-13D +901.130 +88.61-127.1 • +901-130 +901-130 +901-130 +89+41-129 •••••• +9W-130 +DW-130 +9W-130 • +9W-130 +901.130 +89.61-129. • • +901.130 +9D/-130 •••• z •• •••••• +9W-13D +901-130 +901-130 _ +901-130 LU • �!• m NOTES: 0 0 • l//• 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT I-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •••• W • 4D -: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - ❑ • me O •••••• 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. • • • 04 •1 O 04 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. •• •• • _(!1 N •••••• z•LLL tN� Z Q80 ❑ • • • _ • • • U X L a••D �• • • �i•O cam•�{{ ❑ aN TABLE DIMENSIONS MAYBE • • • • 0 W m O .3 f7 • OMO o> t y•2 •• ORIENTED VERTICALLY OR • • •O O 1-1/16'NOM. HORIZONTALLY AS SHOWN. .-•Z•0_Z W tL 7/16°LAMINATED GLASS STACK 7/16`LAMINATED LONG •• „J, O GLASS STACK GLASS STACK SIDE J 3116'HEAT STRENGTHENED GLASS LONG SIDE F 1- .090°SG INTERLAYER 3/16'TEMPERED GLASS pJ W 1aa45 3/16•HEAT 3116°HEAT STRENGTHENED GLASS ® m Z 3116°HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711*SPACE 'SG INTERLAYER SHORT 'y U) Fes-• SIDE -1- ' O W Z rL 4 11 - SHORT ¢ Z Ix '1°°S USED AT CURVED 'I SIDE O Z N N FRAME MEMBERS ONLY 29 5/8° USED AT CURVED � ❑11-7/8.O.C.MAX. FRAME MEMBERS ONLY 1'@ GLASS BITE @ 11-7/8"O.C.MAX. BITE U W n.a1.3 �- LONG SIDE } LL ❑ EXTERIOR EXTERa1/1 •.ss0 saua20 13 SHORT LONG SIDE %/ �� SIDE . GLASS TYPE 6 GLASS TYPE 8 SS HORDET A.LYNN MILLER P.E. - P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, TYPE A 114•MAX SEE NOTE 2,THIS SHE •° EMBEDMENT SHIM . « TYP.ANCHOR TYPE,EMBEDMENT AND DGE PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE, DI CE a compllsog with the Florida EDGE SEE TABLE 8,THIS SHEET Building Code /I DISTANCE 6 A—pr No IG-0�'�•1�q4 114°MAX - t Date • ' 1 SHIM 1 ay Miran'Rede Pro&x;1Contrc 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, .• ••• 11 SEE TABLE 8,THIS SHEET • • USED AT CURVED 11 •!° • • • • 29 EXTERIOR +! FRAME MEMBERS ONLY • • Q 11-7/8'O.C.MAX. CONCRETE/CMU 4 �J •• ••i••• PER ANCHOR VISIBLE LIGHT WIDTH= 5 _ • REQUIREMENT WINDOW SUCK WIDTH-2.314° ••.•! • WINDOW BUCK WIDTH CONCREWJS" • f(`'� m WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR �••• a U) 'nab REQUIRt_RA BUCK � �• HEIGHT c] 1/4"MAX.SHIM HORIZONTAL SECTION A-AQ r ••••• 5-M `r o 7 00 00 TIP-TO-TIP •••••• • V •fA �- N WINDOW #12 STEEL •••••• � N oo Z ,t817. HEIGHT VISIBLE SELF-DRILLING SMS • • • VIE! N LL tothy( app p LIGHT (G5),SEE TABLE 8, TABLE 8: Min Edge f Max O.C. • V /n ••Q •• HEIGHT= THIS SHEET Anchor Substrate Distance Mtn.Embedmentspaciro • �O� 0D - 'aN WINDOW \\\ BUCK P.T.Sotdhem ine(SG=0.55) 9/1(r1-378' t F IZi.I m Y •� •• pMp HEIGHT- INSTALLATION L #12 or#1441013S Screw Aluminum•6063-TS min. 318' 0.063'• 2• • q� .O � Z f `- 2-314" A38 Steel 3/8' 0.083'• 12' 7•.fa.Z FQ- METHOD D steel Stud,Gr.33 min. 3/8" 0.045(18 Ge) 12° J O INSTALLATION ANCHOR P.T.SoWtem Pine(SG=0.55) 9116• 1-315 12' t0 UNDERNEATH THE 012 or#14 Steel Screw(GS) O Aluminum,8063-T5 min. 318' 0.063'• 1Y -j z S BEADING A38 Steel 318" 0.083'• 12° m F- EXTERIOR Steel Stud,Gr.33 min. 3/8• 0.045(18 Ge)• 12' ® a Z H 1aav5 +�n Ungrouted CMU,(ASTM C•90) 2-1/Y 1-114" 12" !A MIAMI-DADE APPROVED MULLION 1/4'410 lex F 21 Concrete(min.3.35 kap 1` t-314' 12' Q Z (SEE LFRAMIN OR ALUMINUM, O 1- Cortcrete(Min.2.86 ksp 1` 1-314• 1Y � p � ata 6 STEEL FRAMING OR STEEL STUD. ¢ SEE SUBSTRATE PROPERTIES, 114'Steel Ultmcon Concrete(min.2.85 kap 2-17Y 1-378• 12' TABLE B,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-112' 1-1/4° 12° 0 W N N 6 �1/4°MAX S Group CMU,(ASTM C-90) 2-VY 1-314' 12" o4 Concrete(min.3.5 ksi) 1-114" 1-3/4" 12° w W Z 5118"Steel Ultracon D Grouted CMU ASTM C-90 2-1/2' 1-314' 1tY X 5 CL t1 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL LL 1X WOOD SUCK TRIP, agtt •asap sauag SEE NOTE 2,THI SHEET • CONCRETE P R EM EDMENT ANCHOR INSTALLATION NOTES: _ REQUIREME - ' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. . 2.WOOD BUCKS DEPICTED ON THIS SHEEP AS-IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2 1X WOOD BUCKS ARE _- INSTALLATI N EDGE 7Yp,ANCHOR E,FJABEDMFM OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS VE ARE 1-112°THICK OR GREATER. v DISTANCE AND EDGE DI ANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING . TYPE B SUBSTRAT .SEE TABLE 8,THIS SHEET JURISDICTION. _ VERTICAL SECTION B-B 3.FOR ATTACHMENT TO METAL,THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NDA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 1X WOODBUCKSTRIP, -T EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION 114'MAX ° TYP.ANCHOR TYPE.EMBEDMENT AND TYPE E O EMBEDMENT SHIM EDGE DISTANCE PER SUBSTRATE, DISTANCE PROII(JC'T REVISED 6 SEE TABLE 9,THIS SHEET os c With the Flaida J � EDGE DISTANCE BAcdpm8 �(cy.( I �1/4"MAX 2 2 SHIM - •, By 4 LII Dndc praducr TYP.ANCHOR TYPE, EMBEDMENT AND EDGE • •• 11 DISTANCE PER SUBSTRATE, o SEE TABLE 9,THIS SHEET 11 EXTERIOR •• • • • • m • USED AT CURVED 4 11 - 'A•,: • • • EXTERIOR 29 FRAME MEMBERS ONLY `' .,, VISIBLE LIGHT WIDTH= 5 - G • @ 11-7/8"O.C.MAX. CONCRETEICMU I I� y a •• •• •••••• WINDOW BUCK WIDTH-2-314° PEUiREMFR a REQUIREMENT r - WINDOW BUCK WIDTHNCREM•'�•• •• WINDOW OPER ARCHQR»• j••• run)•^m BUCK HORIZONTAL SECTION C-C REQUIRES"• _ HEIGHT 1/4"MAX.SHIM --►{ Imo- •••••• O �i SDS o II �- `7 N #12 STEEL •• •• N N of o SELF-DRILLING SMS Co W N VISIBLE (G5),SEE TABLE 9._\ •••••• Z� ii LL co coo 0) 0Z e LIGHT THIS SHEET TABLE 9: = e1 a 0 HEIGHT= Anchor Substrate Min.Edge Min.Embedment Mau O.C. (o d � •• Distance Spec 100:E cc WINDOW (- °N BUCKP.T.Southam Pine(SG=0.55) 9/16• 1-310° • 'la° Fo-'W m Y •7 •• Ana HEIGHT- #12 or#14 410 SS Screw Aluminum,6053.75 min. 318" 0.063"' ••tY • •..J•p O Z • ^- 2-314• INSTALLATION A36 Steel 316• 0.087- tr �•L•�Z w O TYPE H Steel Stud,Gr.33 min. 318" 0.045°(18 Ga)' 12' •• IQ Z OLL P.T.Southam Pine(SG=0.55) 9/16^ 1-318' 1Y _7 O EXTERIOR Aluminum.6083-T5 min. 3/8" 0.083°' 1Y � 1--- #12 Q- r' #12 or#14 Steel Screw(G5) FQ- J A38 Steel 3/B' 0.063" 1Y 15 Steel Stud,Gr.33 mim 318" 0.045'(18 Ga)• 12, m U) -� 7aa4S MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteFlex Ungrouled CMU,(ASTM CSO) 2-1/2, 1-114" 1r ® Z Fa- Concrete(min.3.35 ksi) 1' 1-314' 12" CoO 21 (SEE SEPERATE NOA),ALUMINUM, Z Z STEEL FRAMING OR STEEL STUD. Concrete(min.285 kap 1' 1-314' 1r 6 (D Concrete(min.2.85 kai) 2.112, 1-319' tY 37---s- SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultrecon u Z W TABLE B,THIS SHEET Urr9routed CMU,(ASTM CSO) 2-117 1-1/4• 1Y p 3 'T! N N 1/4"MAX SHIM 5 Grouted CMU,ASTM CSO 2-1/2, 1314" 12, r,N rConcrete(min.3.5 ksp 1-114° 1-3/4^ 17 5N6°Steel UOracon Grouted CMU,(ASTM CS(1) 2-112' 1314• 1Y O XO a EL CL LL o_ MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LU J1X WOOD BUCKSTRIP, antesa0 sauag SEE NOTE 2,THIS SHEET •. CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION " 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED ASW ARE 1-12"THICK OR GREATER- TYPE REATER TYPE F DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE -+I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10.THIS SHEET TYPE J TYPE K EDGE EDGE INSTALLATION DISTANCE DISTANCE _ 1S1H"MAX EDGE DISTANCEIM �{ TYPE I 2X WOOD BUCKSTRIP PRODUCT REVISED a 2X WOOD BUCKSTRIP os—plying w4h the Rorid4 OR FRAMING,SEE OR FRAMING,SEE B•Ta Code NOTE 2,THIS SHEET NOTE 2,THIS SHEET Accepteace No IG-152 o 1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND pimtiou mote 3 SHIM EDGE DISTANCE PER SUBSTRATE, BY 6 SEE TABLE 10,THIS SHEET Miautt A-d:et 4 EMBEDMENT 11 3 EMBEDMENT loses • • USED AT CURVED ••• 0 > • •! EXTERIOR 29 FRAME MEMBERS ONLY o @ 11-71W D.C.MAX. 0 > \r ...... •• *see:* 11 p EXTERIOR •••••• WINDOW 0000 4 11 V • • ••• c� N 114"MAX.SHIM "aa BUCK VISIBLE LIGHT WIDTH= 5 •••• 8 EE HEIGHT WINDOW BUCK WIDTH-2-3/4' 1p --►{ WINDOW BUCK WIDTH ••:••: •�Lc•• r b N co me VISIBLE INSTALLATION HORIZONTAL SECTION E-E ••:• z d CR Cl) � z I- HEIGHT= TYPE • • __L_u��•XXy d �_•••p 00 WINDOW • • �z O = s-N BUCK #10STEELIII 0� HEIGHT- SELF-DRILLING SMS 00• • o] Q O O •• '- 2.3/4' (GS),SEE TABLE 10, .-�:Z �. Fa THIS SHEET TABLE 10: J O Min.Edge Max.O.C. 0 Anchor Substrate Q Distance Spacing 2-1/2"x.113°Box Nell P.T.Southern Pine(SG=0.55) 5/16" 5" z laays 2-7/2'x.1311 Common NffiI P.T.SaLrthem Pine(SG=0.55 318' S ® � Z O W 2-112"x.145'Roofs Na0 P.T.Scuthern Pine(S -0.66) 318" 5" ir F- Z 21 P.T.Southern Pine SG=0.55 112" 5" O 2X WOOD BUCKSTRIP EXTERIOR O 6 OR FRAMING,SEE #10 x 1"Steel ScreW 0,093"Aluminum,6063-T5 min. 5116" 5" LL Z NOTE 2,THIS SHEET 'u 1115"A36 Steel 5/16' S 0 � , N N 5 �1/4"MAX SHIM 0.045° 18 Ga Steel Stud Gr.33 6/16" 6' F- 0 Z r-m MIAMI•DADE APPROVED MULLION u�O1 ,>?' MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE MOA),ALUMINUM, X Z (L a STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, allyasep sayag INSTALLATION TABLE 10,THIS SHEET TYPE J o EDGE DISTANCE 1 INSTALLATION NOTES: TYP.ANCHOR TYPE,EMBEDMENT 1,USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �- EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET ✓. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X ARE 1-la"THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. It P.E.#58775 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M INSTALLATION EMBEDMENT --a{ DISTANCE NOTE 2,THIS SHEET INSTALLATION TYPE CN FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAYBE NO SHIM METHOD ONLY, MAX •MORE THAN S•O.C. ANCHORS MAY BE NO r—� EMBEDMENT SHIM • MORE THAN W O.C. J_ 1 a 1X WOOD E 2,THIS S SEE pRODUCT REVtSEO �[- 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET as ermtplyin8 with deo Florida tNIHE - auildneg Code Au ptsnci.'Ab lr.- "+' �1/4"MAX TYP.ANCHOR TYPE,EMBEDMENT AND - Eeplmtaon Date )� 3 SHIM EDGE DISTANCE PER SUBSTRATE, B! SEE TABLE 11,THIS SHEET • Wtiara Dad 4 TYP.ANCHOR TYPE, • • •• • •• EMBEDMENT AND EDGE •• • DISTANCE PER SUBSTRATE, • 11 SEE TABLE 11,THIS SHEET g • • • • USED AT CURVED EDGE ••s, • m EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE O - EDGE rc • • • • •Ele'WNCE •••• @ 11-7/8'O.C.MAX. • • •••• • • •••• C CONCRETE/CMUPERANCHOR ••••REQUIREMENT 11 CONCRETE/CMU • • Iii •A `� BUCKWINDOt� VISIBLE LIGHT WIDTH= PER ANCHOR• •• • • a 'nab HEIGHT 1/4"MAX.SHIM ttt''�� WINDOW BUCK WIDTH-2.3/4• 5 REQUIREMENT••••• • •� WINDOW BUCK WIDTH EXTERIOR : • : lbv at°p• N Iwo 0 LU cli VISIBLE HORIZONTAL SECTION G-G • • • O L N� o Z LIGHT INSTALLATION TYPE O Z • HEIGHT= FOR THIS INSTALLATION •• 2 o J •<N o �_ UMOJ• WINDOW METHOD ONLY, TABLE 11: H t0 2 V 5 'ON BUCK ANCHORS MAY BE NO W m O Anchor Substrate Min.Edge Min.Embedment Mast.O.C. o) Y HEIGHT- •MORE THAN 6'O.C. t` O Z .- 2-3/4° Distance S cln o O O P.T.Southem Pine(SG-0.55 9/16" 13/8' 6' .—Z a Z #12 STEEL #12 or#14 410 SS Screw � �8063-T5 min. 318' 0.063"' 8' v ¢ p SELF•DRIL 12 G SMS A36 Steel 3/8" 0.063"• it .�� rn SELF,SEE TABLE 10, Steel Stud Gr.33 min. 3/8" O.D45° 18 Ge' 6' Q P.T.Southern Pine 3G0.55 9/16• t-3/8° Ir a, laays THIS SHEET #12 or#14 Steel Screw(GS) Alundnum,6063•T5 min. 318" 0.063°• 6" ® rn Z O O ASS Steel 3/8" 0.063"•- 6" ' F, 21 TYP.ANCHOR TWE, EXTERIOR Steel Stud Gr.33 min. 3/8' 0.045`18 Ga 6" Q Z EMBEDMENT AND EDGE Ungrouted CMU,(ASTM C-90 2-1/2" 1-1/4' 17 p 6 DISTANCE PER SUBSTRATE, ,� 1/4"410 SS CreteFlex 4 Z Q al s SEE TABLE 1 t,THIS SHEET Conotate(Mtn.3.35 ksq 1" 1314' 1Y a 5 MIAMI-DADE APPROVED MULLION Concrete(min.2.85 kol 1" 1314' 1Y U) n 04 �1/4'MAX SHIM (SEE SEPERATE NOA),ALUMINUM, 1/4'Steel Ultracon Concrete min.2.85 ksq 2-1/Y t-3/8' 1Y ar W Z Ungrouted CMU.(ASTM C-90) 2-1/Y t-1/4' 1Y O lil a(a STEEL FRAMING OR STEEL STUD. Gnwted CMU ASTM C80 2-1/Y 13/4' 12' X_ _Z SEE SUBSTRATE PROPERTIES, LL u- Concrete min.3.5 ksi 1-114" 1-314" 1Z" age asap sa„ag TABLE 11,THIS SHEET 5116°Steel Ultrecon Grouted CMU,ASTM C-90 2-1/Y 1-314` 1Y INSTALLATION 1X WOOD BUCKSTRIP, MIN.OF 3THREADS BEYOND THE METAL SUBSTRATE. TYPE N C=) SEE NOTE 2,THIS SHEET EMBEDMENT - - INSTALLATION NOTES: • t - 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ••' 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".lX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"W ARE 1-12'THICK OR GREATER. 6 EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#56705 PRODUCT REVISED as cemPIYinB with die 8haida Building Cate A—ptan-NuNIP-O E. .tin.Date D I Praduei' as • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS *LA :so* @:a* • FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES •••• •safe; • • so:. a • • m •• •••••• Y am •• •• �aa PMITERED GLED/CURVED ANIEWWrU121(ED ❑ eis" .- ME ASSEMBLY �E ASEEMBLY } -'t slap•0 NN 90"CORNER 90°CORNER • U a• a I[}• N FRAME ASSEMBLY FRAME ASSEMBLY • • O�i ro o Z Ag A i •• • 6 W N O "Be* rG 10 10 W a 0 ❑ �ALL CORNERS TO ALL CORNERS TOnOZ ZUSE GASKET I / USE GASKETAND/pR SEALANTAND/OR SEALANT . . v ~ O O EQUAL-LEG FRAME Z, �° Lo �ANGE FRAME ® Z OZEQUAL-LEG FRAMETH INTERIOR I !AND D FRAME WITH INTERIOR Q W Z ME WELDS TERIOR FRAME WELDS 1 ❑ K a/aas FLANGE FRAME (SHOWN)OR CORNER KEYS AT d (SHOWN)DR CORNER KEYS AT LL Z_ 30 SCREW BOSSES.SEALANT AT ALL CORNERS 1C�IL SCREW BOSSES.SEALANT AT ALL CORNERS OF LLLL11 n� O Lu X O as LL m a771 asap sauas J. A.LYNN MILLER.P.E. RE 58705 TABLE 9: 2.784" —�{ 2.784" 2.784' .094" ---11--- .094" .094" I�— i#m PGT Part# Description Material .074" 062^ 074° os2° o7a' 062" 1 I 4253C IFlanged Frame Alum.6063-T6 1.375"_J._ 1.375" '�' 1.875" T PROD'dCFt2EViSGTJ 2 4285 Equal-leg Frame Alum.6063-75 a38 �0" 438" 50D' a36' } ��,0pog with Ow pyo 3 4268 into ral Fin Frame Alum.5053-75 1'000" -i— r 'T� Bmld°`8 C°d` 9 .500' �--.-I�►--.050•aa.00s � T i--►�I-r--. .050'xnma p xNo 1 2 4 4255 7/16"Lami.Glass Beading Alum.6063-T5 I I 1.125" I FxirrreWmDau c! O FLANGE FRAME O EQUAL-LEG FRAME077" 6 4254 I.G.Glass Beading Alum.6063-T5 � 2 #4253C,6063-T5 #4285,6063-T5 Be 4270 Installation Fastener Coyer Alum.8083-T5 E • '• { •� Bb 4224 Installation Fastener Cover Right FIN FRAM PVC O 10 70589C Gasket(at 90"comerjoints) Polyethylene #4256,6063-T6*• s00%0,60 0 • 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.85+/_1 1206" �— i h+— .346 �,�• m JR-05!05!16-ADD l SRE � 1,037 p WI}H SPACERS 8 OVED P TS. ET 13 Dow 899,GE 7700 Silicone or Equiv. .875" •••• � .n••••• 20 71652K Setting Block,Mono.3116'x 7116°x 4" Neoprene,Duro.85+/-1 .875" • o • • 21 71704AK Setting Block,I.G.3/18°x 13/32"x 4" Neoprene,Duro.85+/-1 •••• logo .050" } -050' _ 1 .050" �••••• CO Y rp 29 #8 x 1-1/4'FH SMS Stainless Steel • • q le:•• •� v! .^aa 30 761PQX #8 x V Quad PH SMS Stainless Steel 3/16"&1/4" I.G.GLASS INSTALLATI&JII •• �ji • OGLASS BEADING O BEADINGFASTENER CQVER_ 17 4 #4258,6063-T5 5 #4254,6063-T5 6a #4270,6063Y5 ♦•: >N � a�a•O N • 4 ,�, �yy'rnp�• N e•• zu U) ON U� a 0 a,• ALUMINUM W To 2 co O U) REINFORCEMENT ~'W O C7 W JMO SILICONE HOT-MELT BUM POLYISO- DESICCANT FILL AREA 0� Q O O_ LU STRUCTURAL BUTYLENE 5116"NOM. Z 0-Z LL STRUCTURAL LL SILICONE 3/16"NOM. 5/16"NOM. SEAL F- O 1/4"NOM. FCAM BUM 8 SILICONE SEAL g POLYISOBUTYLEN WITH ROLL-FORMED ,� O DESICCANT Z WITH DESICCANT DESICCANT FOAM STAINLESS STEEL FQ- Q .- EXT.GLASS EXT.GLASS EXT.GLASS 1aavS ® m Z Z DCT.GLASS O z Q z oFf a!°as INT.GLASS INT.GLASS INT.GLASS INT.GLASSOF W N N t] n w 75 KODISPACE 76 SUPER n DURASEALO 76 XL EDGE'm `W' X o as 4SG TPS SPACER®NXTT" SPACER SPACER au- ,mo TABLE 10: Part# Description Material 75 Kommeding 4SG TPS Spacer System t6 76 Quenex Super Spacer nXr with Hot Melt Butyl See this 77 Quanex Duraseal Spacer Sheet for Materials 78 Cardinal M-Edge Spacer EFERENCE TEST REPORTS:FTL-8717,8968&8970 A.LYNN MILLER,P.E. P.E.N 58705 70 X 70 0N „�.•'�Q�i ,��C EAISF`% N k EXISTING wwa TIE COLUMN PROPOSED WINDOW EXISTING ''''•'NQ, 52609•• 0 : z w Ln TIE COLUMN EXISTING WINDOW EXISTING EXISTING ,� �_ 70X70 TIE COLUMN 70X6d TIE COLU NREV • . w EXISTING CONCRETE * * * z O w EXISTING CONCRETE • w ° AM AM = ; TIE BE TO REMAIN T ° �° T � r` ..� STA OF ° FLLJ _ �. b a,• , •.Ji BONA - o •- q p I•e. // I IQa. // FEB i Q o i I i i / • i - r�,�• FES all z o m U — U B.a. aa. `a.a . a_ - aOmQ o w W � Lu • • `� �.r. ,4'Iri^s Village � � • •.•• *ease* (e - 1 -- ED 8Y DATE •• .... �,�F� a,^ •••• • • ••s• . I , DEQ ••s••• • • ILJ �•�• • r=7 .� I �_ .� DEPT .. .. • ••�2 Q •. tu ° 10 GC:NIRL>f CE WITH ALL, :•�:�: •� p . .. �.. a ... A EXISTING ° aTYPE I TATE ANS t C IjfY,'f VL�S AF10 REGULATlOP1S • s• ; •• W TYPE I CONCRETE SILL j __ _ ••�• . • z CLI N •�• EXISTING WINDOW PROPOSED WINDOW 6' CONCRETE WINDOW SILL CAP WITH _ NOA# I G-0629.14 INTO#AT REACH SIDEF FCONCRETE COLUMNS.; a4'C) u' O RATE: ±G5.5 PSF ? Q m = Lu (n o� Z : R LU - Q 58 58 — � �C) w � EXISTING EXISTING GENERAL NOTES: TIE COLUMN EXISTING WINDOW EXISTING TIE COLUMN PROPOSED WINDOW EXISTING 58X70 TIE COLUMN 58X64 TIE COLUMN I-CODE: FLORIDA BUILDING CODE 2014 ED. - 5TH EDITION EXISTING CONCRETE EXISTING CONCRETE - TIE BEAM TO REMAIN TIE BEAM TO REMAIN 2-DE5IGN LOADS: A5CE 7-10, Vu= 175 MPH, CATEGORY II, m ° w ° ° .. :< a = +43.4, -47.1 PSF m s d�” d .y. ' ZONE 5: PD= +43.4, -58.1 PSF m VI 3-5COPE OF WORK: REDUCE EXISTING OPENINGS HEIGHT O F 0 4-ENGCO INC. HAS NOT VISIT OR INSPECTED THE JOB SITE, ALL U N INFORMATION HAVE BEEN PROVIDED BY THE CONTRACTOR. z z w .aa: a:: ANY DISCREPANCY MUST BE BROUGHT TO OUR ATTENTION FOR N N z_ a $^ FURTHER EVALUATION. >' z FL m `D = 0Ln 002 O Ln 's .I I 'a 'I n I#•:k.:q '` RM Inn r. z } O w w cu) � ~�� *MOR,= INC ° SCALE: _a. NA EXISTING DATE: TYPE 2 CONCRETE SILL TYPE 2 02/01/17 EXISTING WINDOW PROPOSED WINDOW 6° CONCRETE WIND❑W SILL CAP WITH NOA# I G-0829. 14 (2) #4 REBAR REINFORCEMENT 4" DRAWING# RATE: ±89.7 PSF INT❑ AT EACH SIDE CONCRETE COLUMNS, 17-035 5HEET I Of I