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WS-09-1574 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 140281 Permit Number: WS -9 -09 -1574 Scheduled Inspection Date: April 22, 2010 Permit Type Windows /Shutters Inspector.'�Urjc, V'ind"' vt Inspection Type: Final Owner: JESKE, CRAIG Work Classification: Window /Door Replacement Job Address: 116 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206013256 Project: <NONE> Contractor: HOME OWNER Building Department Comments Previous owner installed impact windows with no permit. Inspector Comments Passed 4 CREATED AS REINSPECTION FOR INSP- 137888. CREATED AS r" ` REINSPECTION FOR INSP- 125348. Missing anchor and wrong anchors used in mullians. NB Failed ❑ No Access NB Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 21 2010 For Inspections please call: (305)762 -4949 Page 12 of 25 Miami Shores Village 'h �. 10050 N.E. 2nd Avenue © 8 01 OW1�� Miami Shores, FL 33138-0000 M �� L z t ratu 'n Phone: (305)795 -2204 , g f � Expiration: 04/2412010 Project Address Parcel Number Applicant 116 97 Street 1132060132560 CRAIG JESKE Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell CRAIG JESKE 116 97 Street MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 6 ,000.00 HOM OWNER Total Sq Feet: 0 Type of Work: WINDOWS For Inspections please call: No of Openings: 10 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $ WS -9 -09 - 35968 Education Surcharge $1.20 $417.80 $417.80 $0.00 Notary Fee $5.00 Permft Fee $200.00 Permft Technology Fee $5.00 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Work without Permft Fee $ Total: $417.80 Building Department Copy March 08, 2010 2 ^ 7 C=FN 2011- -IR0132 321 OR Bk 27196 Ps 2428; Ups) ) NOTICE OF COMMENCEMENT RECORDED 02/26/2010 13 :28111 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVIN? CLERK OF CDURT JJ `j MIAMI - DADE COUNTYP FLORIDA PERMIT NOSE, 1 - t 4T Ax FOLIO NO LAST PASS STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement Im Legal description of property and streettaddress: Description of improvement: It p urn - Owne s name an Interest In property: Name and address of fee simple titleholder. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, If any) Name and address: Amount of bond $ 6. Lender's name and address: Af 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may. be served as provided by Section 713.13(1)(a)7., Florida. Statutes, Name and address: 8. In addition to .himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida S tutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) r Print Owner's Name v� �-- Prepared by �. C. 1�W a'NL <. � a�uuru t Sworn to and subscribed before me this 20 t �`��` � • •• g9l.��p � i,��'r ----- Address: Notary PublicL 8 81�� ftt Print Notary's Name My commission expires: lk. I 9 , � 123.01-52 PACiE4 8102 S8a1;: J +21�• ` �• ;1SAI1 S �►` `N N E a aariaeaateetrae� t � O FL _ g y Of ChRO OW C94* CWk D:C. Miami Shores Village ��- g C Building Department f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 V Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING k � � Permit No. UU� — u'I — o c l `i l q PERMIT APPLICATIO Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Craig Je ske Phone # 305-793-9099 Owner's Address 116 NE 97th s t City Miami Shores State F1 Zip 33136 Tenant/Lessee Name Phone # Job Address (where the work is being done) 116 NE 97th St City Miami Shores Village County Miami -Dade Zip FOLIO /PARCEL# 11- 3206 -013 -2560 Is Building Historically Designated YES NO X Contractor's Company Name ! /t�/1 �'C Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ N/A t90 o Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New 91 Repair/Replace ❑ Demolition Describe Work: Previous owner installed impact windows with no permit. Will permit on replaced impact windows Submittal Fee $ • C�� Permit Fee $ On An— CCF $ ° _ CSC Notary $ S0c� Training/Education Fee $_ Technology Fee $ �- O Scanning $ Radon $ 6 DPBR $ U Zoning $ Bond $ Code Enforcement $ y Double Fee $ Ott; / Structural Review. $ Total Fee Now Due $ J ? b7 See Reverse side -� 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 fore ping instrument was acknowledged before me this The a om instrument was acknowledged before me this day of V 20 , by 1 �` C `, o C C`_ — , 20 by wl is personally known to me or who h roducedC- who is personally known to me or who has produced J L4 1 0 As identification and who did e an oath. as identification and who did take an oath. NOTARY PUBLIC: j NOTARY PUBLIC: Sign 4 t Sign: Print: +�ie+5 O � Print: My Commission" I x� My Commission Expires: APPLICATION APPROVED BY c Plans Examiner Engineer Zoning (Revised 07/10/07) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Craig Jeske DATE: 09/31/09 ADDRESS: 116 NE 97th st Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build, or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. J Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure 7 the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. J Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. C D Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this day of 20 09 B nlWoe ,_ o Qas personally known tome or who has Produced there License or �° as identification. OWNER �' ORES y, Miami shores Village R EIN 1111M Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �iORIU�' Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09- 1pr Job Name: �� S , 2009 Page 1 of 1 Building Critique Sheet ° .rce4 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 • • • • • • • • • • • •• • • • • ••• • • • tt t w t • • I a �-m Miami Shores Villaa:z X PRROVIFD By DATE s` ZONING DEPT BLDG DE o "— SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIC':'S EX Wind Pressure Calculator p DTI Ft � OC T 2 2 2009 CI ----------------- 1W 5W 12th Ave 10$, beerileld Beach, FL 33442 PHONE:(954) 354-6661) FAX:(954) 35 amll ASC 7 -05 Component & Cladding Pressure Calculator Local Date: October 12, 20173 Job : i00- OTC -0000 - `:25 i Hover HELP: ... Eit fi Contractor: Craig 306 � i � : ` Project Infb: 115 PIE 197th St., Mi Shards, FL 83138 ENTER @ Double Click or Drag: Enter Minimum Bldg Dimension: F 31-00 ft. �uilding � Mean Roof 14f 1►�WM� P M ind Velocity ( 3 Sec. Gust) 0 118 contour Map: Height Presets - FL Contour Map: 15.OQ B SI CGaJ;ff C jB ldA. +Classification: qh = 39.37 psf 6 xp�nr Kh =0.8S Kzt = 1.01) I - LOD Roof Ty�ae: GCPI ( +j -) = 0.1s Ei6bh� Dlroctionnllty Factor Kdx Roef Sio,�• 0.55 EntIX Mode: 18.4 15 - % 1 Multiple Opening Single Openi Opening tesocriptlan Wid Q Height Zone Me PressureOlpas Pressure 1 HR 72.50" 48.50" 5 •55.82 psi i 43 psf !1Z SH (2) 87.00" $7.00" 5 ': •52.21 p$f 4845 psf 1 __ 53 HR (2) 87.09 " 37.50" 4 . Sa 40 pet 4S.4S psf #4 SH (4) F 27.09" 1 61.90" 4 >49 190 psf 4808 pSf 85 SH (4) T 27.00 °' 51.00 54p psr� 46.06 psi' �rB 5H (2) I i F 87.0 ® °t 1.00" 42.21 ps! 46.46 psf a' -� #7 i#H I 37.00'" 3$.00'" � # 40.40 per_ 46.45 Psf x118 SH 87.09" � 35.90" ; 4. _' •80.40 psf 45AS psf :9 SH 87.00" � 36.00'° 4 •80.40 psi 46.45 psf 810 5H (2) 87.00" 6100" 4 •411.04 psf 45 10 psP Valid Only with Raised NOTES: Design is in accordance with ASCE 7.05 and the 2007 Florida Building IC}Cto , : � 1109 Code. Results are not valid for use unless approved aria original signature and raised engineer seal of a PE from Engineer'inlg Ex press. Results are based on Frank L. Wriardo, P.E. tontravtor- suppiled date and Shall be field verified by others prior to gum PE FL465491cert Auth 41989 Selection & installation of products shall be approved using these dintenslons and pressures as verified by others. Page of w fCa� 111 *. 10:43 AM v1,4 OfV14109 ww.aarrgertp.wnr Copyright 2009 hq://www.engexp.com/calculators/asee705 n 10/12/2009 MI A M l•D MIA&H DARE COUNTY, FLORIDA i M9MO -DADB FLAGLBR BU11 DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION . MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 N.W. 7e. Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 slated below. The Miami- -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is wed by Miami Dade County Product Control Division that this product or material fails tb meet the requirements of the applicable building code. This-product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window - Impact Resistant APPROVAL DOCUMENT: Drawing No. W99 -62, dated 01/13/03, titled "Coastal-240 Impact Single Hung Window", sleets 1 through 3, prepared. by Frank L. Bem:ardo, P.E. Consulting Engineer, signed and seeded by Frank L. Bennardo, P.E., bearing the Miami-Dade County Product Control Approval std with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. A SSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the 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 because for termination acid 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 lituaturre. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of The Building Official. This NOA revises and renews NOA # 99- 1028.06 and consists of Ibis page 'l as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P .E. Ap NOA No 02- 1120.03 EVkadou Date: March 17, 2008 Approval Date: February 6, 2003 Page 1 TRACO Security Windows & Doom, Inc. NOTICE OF ACCEPTANCE: EVIDENCE BMM]CJ.°1'ED (For File ONLY. Not part of NOA) A: DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -62, Sheets 1 through 3 of 3, titled "Coastal -240 Impact Single Hung Window'% prepared by Frank L. Benuardo, P.E., dated 01/13/03, signed and sealed by Frank L. Bennardo, P.E. IL TESTS 1. Test reports on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AMNIA 1302.5 and PA 202 -94 along with marked-up drawings and installation diagram: of an aluminum single .hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL-0713.01.99, dated 10/07/99, signed and sealed by William R. Mehuer, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/00, signed and sealed by William R. Merner, T.E. 2. Test reports on 1) Air Infiltration Test, per PA 202 -94 . 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201-94. 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced. Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. C. - CALCULATIONS: 1. Anchor calculations, sheets 1 thru 13 of 13, prepared by A1- Farooq Corp. dated 8/27/99 and 2124/2000, signed and sealed by Humayoun. Far00% P.E. 2.. Anchor calculations, sheets 1 thtu 6 of 6, prepare- by Frank L. Bennardo, P.E.. Consulting Engineer, dated December 30, 2002, signed and sealed- by Frank L. Bennardo, P.E. SIuel Product Coxtrol NOA No 02 -1 A3 Expiration Date: March 17, 200$ Approval Date: February 6, 2003 E -1 TRACO Security Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 97- 0731.15 issued to Elco Industries, Inc. for " Tapcon Concrete Anchors" dated 01/08/98, expiring on 01/08/01. 2. Notice of Acceptance No. 98-0728.05 issued to Solutia, Inc. for "Saflex MG PVB Polyvinyl Butyral Interlayer" dated 08/27/98, expiring on 05/21/01. 3. Notice of Acceptance No. 96-0924.06 issued to K L DuPont DeNmours for "Laminated Glass with ButweWO as Interlayer" dated 12111/97, exp iring on 12/11/00 E. STATEMENTS: . 1. Statement letter of conformance and re- certification, also notifying previous engineer his intent of taking over his previous work, complying with Section 61G15- 27.001 of the Florida Administrative Code, signed by Frank L. Bernardo, P.E. 2. Statement letter of no financial interest, November 14, 2002, signed and sealed by Fn k L. Bernardo, P.E. 3. Letter requesting a revision consisting of an engineer change only and a renewal, dated 10/28/02, signed by Scott A. Kennedy. F. OTHER 1. Notice of Acceptance No. 991028.06, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal. -240" Aluminum Single Hung. Window — Impact Resistant; approval. on 03/17/00 and expiring on 03/17/03. Manuel Perez, Product Control NOA No OZ-ii .03 Eapiradm Date: March 17, 2008 Approval Data: February 6, 2003 E -2 00 lKstam 47 7/8• L 0196144mo ALA. CPDL I= DBNIGN LOAD CAPAC29'4 - P88 6 1/4. 11PdL 13 yr MAX. b' VMOW DONS. 8118 IAl=TW ANN. 6 . AT HEAD /SILL CORNERS HEAD /SILL b• 8 % WIDTH HEIGHT EXT. W) TNT. C -> 40A N A b , 19 - 1/B• 920 ego 28 -1/2" 28' 62.0 82.0 low S' MAX 7%s' 8 37' (4) • 820 82.0 6' 5 W 63 -1/8 62.0 92.0 0- '�• IiAa` ' • 19 -1/8' 82A 620 i!! 5/18'/- INNAL • 5T 04" 4` 26-1/2 38 -3J8' 82A 92.0 , t177 LAM.. p b• "• u�jb 37' (4) 82A OLD a '�/ EbIL' 4' Lr 83-1/8 82A 62.0 ` Off 19 -1 /r 62.0 a" )L' ' 28-1/2- 60-9 /r 37' (8) 620 62.0 4` b>/• 6>/• 53-1/8 82.0 82A ' /.. 14' i9 -1 /r 82.0 92.0 / ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS y � 1 �. �. ezo azo 1 37' (7) 820 820 a F NOTE ANCHDR SPACING MAY BE ROUNDED TD THE NEAREST FULL INCH ( @p M / 14 SEE CHART FOR 83-1/8 62.0 62A C NO. OF ANCHOR 19 -1/8' 82.0 620 63'j'_ _i1AK J14N8 28 -1/2' g3" $2.0 62o to TCAL ANCHORS: 32- (7) .11" 820 $ a j CA YPI 1 10 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 63-1/8 62M 820 LOT Z Ih 13 1/r MAX 1 -3/8` MIN. PENETRATION INTO WOOD 19 -1 1r 820 620 Z � HEAI) 3/18 TAPOONS (BY ELCO) OR 26-1/2- 74 -1/4° OLD 620 � to 47 L8' EQUIV CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE 37" m 62.0 82 p O O to DJ..CI. (VENT) INTO 29Y WOOD BUCKS OR WOOD STRUCTURE ■ NUMBER IN PARENTHESIS INDICATES 9 OF AN04MS PER JAMB. � O -- t4 3/18- 1 -3/8' MIN. PENETRATION INTO WOOD = o Q YENr �� 3/18 TAPOONS (SY ELCO) OR In CL Ale M p w EQUfV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. z � w LAM MISS= DWAGT UMSTANT VIX00W8 O � — Ale NTH THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY En eH�gg Npp g�� o Z S MIN. EMBED INTO CONC. OR MASONRY I— Z Cn TYPI Im UNIT SEAI.ANTS ¢ }- Q Z� p FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. �_ F O tZ O o U3 L THIS STRUCTURE 15 DESIGNED AS PER THE FLORIDA BUILDING (JI ~ b 111V ANN. MASS 1/8' ANN CODE 2001 EDITION. ALSO FOR MIND LOADS AS PER p O LL! . GLASS d- LB `y. AWE 7 -98 USING CORRESPONDING LOADS. .080 WIEFL4YER SAFLIX PVB 090 INTERLAYER BUTACLTE PV8 N WON LAMINATED BY 'SIxuTln MM BY 'DUPONI' >?. LOADS � ���NUST BE ANdWRED PROPERLY To tFANSFM � V) Q W 1/8' ANN. GLASS 1 18' ANN. O AS3 9. ANCHOR SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m n SILICONE SIICONE ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL Q O- Z DOW CORNING 1199 IOW CORNING 1199 DRESSING OR STUCCO. .� U h U t 17 3 i Ap1Nar;dSI tr8611re >> Dab 8/18 OVFFAU. LAM. ANN. GLASS 8/18' OVERAU. LAN. ANN. GLASS _ LAhHNATrD GLAZING OPTIONS CANUJATED 82- 'TEMPOIfSS' , 3 ' Dom: tU33 -62 SEE E TYPICAL FOR SPACING WOOD BUCKS NOT BY SECURITY WINDOWS, MUST SUSTAIN M'M N0. PAST NDMM QTIANTM 79877?t81AL NADTBS/BDP mu ra LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1 060 -00-872 1 FRAME HEAD 8093 -TO - THEM TO THE BUILDING STRUCTURE. 2 080- D0-308 1 FRAME SILL 9083 -T9 - J I Z d a - 3 050-00 -588 2 FRAME JAMB 8083 -18 - L 4 08100 -671 1 VENT TOP 8083 -79 - t t r�t�• r 8 661-00 -948 1 VENT BOTTOM 8083 -1 - . •Y;�'; 8 080- 00-970 2 VENT SIDE 8083 -TB - ++f } N 7 069- 00-873 1 FOfED MEETING RlU! 6083-To ��j LL ® t • • 1 , B 069- •00 -$69 4/ UTE GLASS STOP 6063 -T8 - 9 012- 00-838 AS REOD. FRAME ARSEMBL.Y SCREW /8 X 1 PHPH IRIS ai 8 10 012 - 00-838 AS REOD. VENT'ASSEMBLY SCREW #8 X 1' PHPH SIAS w it 13 11 048 -00-W8 AS RECD. WSTRIPPM (FABRIC OWED FOAL) SCHLEGEL 0-LON .378 X .190 12 048-18 -102 12 SETI'M BLOCK .10' X .30' X 1 -8 /8' LONG 9' FROM ENDS & AT MIDSPAN d 13 - AS REOD. GLAZING COMPOUND SILICONE DOW t 199 a 14 007- 10-016 2 SWEEP LOCK (AT 8-3/4' FROM ENDS) ZINC CAST MARBOLLO INT. 18 048- 18-030 2 &M AND TACKLE BALANCE WINDOW COMPONENTS (8 /8' BOX) 16 050 -00 -718 1 SNAP LATCH 3 LONG W/ SPRING 8083 -T8 AT MID WIDTH 17 048 - 00-010 AS READ. BULB VINYL WIBORG a 2O 047- 00-018 AS RECD. — FIN SEAL. FILE AMESSURY 180160 OR EQUN. (j Lo t3 14 21 012 - 00-130 4 MTG. RAIL ASSEMBLY SCREW #10 X t" PHPH SMS Z TYPICAL ANCHORS 4 t0 2 1 SEE ELEV. FOR SPACING a LO W © SH114 JANDS = p 7 VENT WDI'fH t 18Y OR 28Y t WOOD BUCK DL �+Ca /"rt, i .. °• Z w d_ 1 _ U TPv a to c3 Z YtPDIDW Ht3QR Z_(T}V) D.L. +SIGHT 1 g (n I gg to I e e V tr O L>_I N d � .n. t0 12 L— _ — •• ° 1 2 W1 o + VWTH :_ eF.i a ED=RIOR a d 4: d:.as ar�� F1ork18 SHEETS . -- - -� 2 3 SEE EtEV E'oR 8 SEE aWMR ' 5 5 f ° Dimes: LI)99 -&! MIAM • MIAMI DADS COUNTY, FLORIDA MMO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 144 WEST H AGLER STREET, NU 1603 PRODUCT CONTROL DIYLSION MIAMI, FLORIDA 33MI563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www Whumrdade y/ buildhmm— e PGT Industries, Inc. 1070 Technology Drive Nokomis, 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 by lY omDade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AM (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 imrocdiately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIP'ITON: Series ,, HR -710" Almnimmm Horizontal Roller Window — L.xL APPROVAL DOCUMENT: Drawing No 4127-1o, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04115/20(Y7, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, 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 Division. MISSILE IMPACT RATING: Large missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miiaim Dade County Product Control Approved ", unless otherwise noted. herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shalt automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature . If any Portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07-0815.09 `" . Explmdon Date. December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUI3i A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated W15=07, prepared by PGT Industries, Inc., dated. 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/1812007, signed and sealed by Carlos S. Rionda, 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 20294 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 24113.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 040506) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per MC 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 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F7.'L4859, dated 03/0812006, signed and sealed. by Edmundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) EOLAA Manuel P,6 Product Control NOA No 07 .09 Expiration Date: December 21, 2011 Approval Date: January 03,2M E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26 /06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/2212003, expiring on 0411412008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10 /2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s M., 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- W5.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact", approved on 12121n.006 and expiring on 12121/2011. Manuel Pdrez, Product Control NOA No 07 -N15A9 Expiration Date: December 21, 2All Approval Date: January 03,2M E -2 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLAPIGED AND INTEGRAL F WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. B. qis LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/$' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. C. 516' LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/18' LAW CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .oqo DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVS INTERLAYER. SHEET F. 7118' LAMI CONSISTING OF (2) LITES OF 316° HEAT STRENGTHENED GLASS M." AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. GENERAL NOTES ............. I GLAZING DETAILS............ 2 G. 13/16" LAMI IG: (1) LITE OF 1B" OR 3/16' ANNEALED (MIN.) GLASS, 5/16° OR 318" AIR SPACE AND 516" LAME CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS. .................... 4 VERT. SECTIONS ............. 5 H. 1316" LAMI K3: (1) LITE OF 1/8" OR 3116' ANNEALED (MIN.) GLASS, 51W OR 318" AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 6 OF 10 HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR V. FLEX /KEEPSAFE MAXIMUM PVS IYTERLAYER. PARTS LIST ....................... 6 EXTRUSIONS .. ............ 7 1.13/18" LAMI IG: (1) LITE OF 1B" OR 3/16" ANNEALED (MIN.) GLASS, 616" OR 3/8" AIR SPACE AND 516' LAMI CONSISTING OF (2) LITE$ OF 118' HEAT STRENGTHENED GLASS CORNER DETAIL .............. 5 WITH AN .090 DUPONT BUTACITE OR SAFLEXWEEPSAFE MAXIMUM PVB INTERLAYER ANCHORAGE .................... 8-11 J. 13118" LAN IG: (1) LITE OF 10 OR 3/16" ANNEALED (MIN.) GLASS, 3118" OR 114 AIR SPACE AND 7118' LAMI CONSISTING OF (2) LITE$ OF 316' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 1316" LAMI IG: (1) LITE OF 118" OR 31$" ANNEALED (MIN.) GLASS, 3116' OR 114" AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16" LAMI IG: (1) LITE OF iB" OR 316" ANNEALED (MIN.) GLASS, 3/16" OR 114' AIR SPACE AND 7/16" LAN CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130G-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E I=-002. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUC PSMISED rate mplyin8with LahGca code 5. SHUTTERS ARE NOT REQUIRED. Act�:ptcams No O .Ct f F, 4Pirwi ra Dato S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BY A l. REFERENCES: TEST REPORTS FTLr4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01,03-MM ANSVAF&PA NM2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL $ THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4 ?1NQ I{�G THE HIGH VELOCITY HURRICANE ZONE (HVW4 i i l • . F.K. 4116107 1 C ADD FTL4M TO NOTE S 76CHG. NOTE TO GENERAL l�tt9'1°E,$ a Roww 1Q70 Tfi.NNO408Y OR F.IG a01a71f� B CHANGE TDASTb4 E 1300-02 NOI(tNd44, P6 34278 FYE T Flt 5/a3h A AODAIRSPAMDIK NOTE a, TECH. REF NOTE 78 NOTE 8. P.O. ?ox 962A ALUM. HORIZONTAL ROLLER WINDOW, IMPACT L. CW P.E ammilr a, NOKONa9, FL 34274 VIs1b /y Batter s a u�avra PE #Ci9'P12 F.IG ?f2$/08 J.J. 31231 HR7ao NTS 1 a 91 4127 - C structural 21 I 0 21 50 53 112" NOM. 55 1n " NOM. (AL R INTERIOR G] [� GLASS SITE GLASS 817E L SECTIONS} 51 60,61,62 51 !3110"ANNEALED 64,65 1f" ANNEALED OR HEAT STRENGTHENED GLASS OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER OLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS ANNEALED OR HEAT STRENGTHENED GLASS 5116` NOM. 7118° LAMINATED 5/16" LAMINATED GLASS 7/16" LAMINATED GLASS 21 50 21 i 112" NOM. 112° NOM. 59 GLASS SITE 59 GLASS SITE 52 52 f 66,67,6$ PRODUCT REVISED 72,73,74,75,76,77 as =npl dx Flwids Bosid.rm coda J F 118" ANNEALED OR HEAT STRENGTHENED GLASS 3MS" ANNEALED OR HEAT STRENGTHENED GLASS 14 0 .09 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLU71A OR DUPONT PVS INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS � 5116" LAMINATED 7MS" LAMINATED p 5116" OR 318" AIRSPACE 3118" OR 114" AIR SPACE 118" OR 3118" ANNEALED (MIN.) GLASS 118" or 311 S" ANNEALED (MIN.) GLASS 13118" NOM. 13116" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 13/16" LAMI IG GLASS W/ 7116" LAMI F.K 419W7 C NOCHM/GE7HJ SH T SH 7 � GLAZING DETAILS , p �, 107Q TECtS+�OLtK;Y ORNE < F.K. 10/17!08 S NO CHANGE H18 SHUT NOKOMIS, FL 30276 A PAW FK ' 511W A ADDAfR SPACE= TO LAM) IG DVmI S P.o. sox,sae _� SUM HORIZONTAL ROLLER WJNDDW IMPACT Ro L cox P.E rn",a,w vmm �« NOKOMiB. Ft 30274 UIsd81y Barter o"r w. PE #38712 S. F.K 24MW J.J. 366 HR7t0 Full 2 � 11 4127 -t0 C showd TABLE 1. XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS Wt SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 38" 38 318" 48" 50 518" 54" wo 83" 84r A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -80.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.4 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +58.8 -58.8 +56.2 -56.2 106 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -5 +52.3 -52.3 1w" A,B,G,H +80.0 -60.0 1 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 - 60.0 1 +60.0 1 - 60.4 1 +60.0 1 - 60.0 1 +60.0 -60.0 1 +60.0 -60.0 +59.5 -59.5 +53.6 1 -53.6 +50.9 -50.9 UP TO 111" C,I +60.0 .60,0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 53" TO 86 7115" A B,C, G,H,I +60.0 -�.0 TO 86 7116" D, E, F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS WI SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE w 36" 38 318" I I 50 518" 54" 80" 83" 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.4 75.0 +75.0 -75.0 +75.0 75.0 +75.0 75.0 or A,B,G,H +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 1 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 74" A, B,G, H +75.0 -75.0 1 +76.0 75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 - 75.0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 !'" : 's u►► With OW VtOtift C D E,F, o UP TO 74" +75.4 75.0 g" cr .o h J, K L GLASS TYPES: TEST REPORT PTL A8W (X V9, FTL -4859 (OX $ )(0) 'R O) AND F-5330 A. 5/16" LAMI - (118" A, .090,1/8" A) G. 13/16" LAMI iG -1/8" OR 3118"A, 5/16" OR 31W AIR SPACE, 5116° LAMI - (1/8"A, .090,1/8 "A) B. 5116" LAMI - (1/8" A, .090,118" HS) H. 13116" LAMI IG -1/8" OR 3116"A, 5/16" OR 318" A!R SPACE, 5/16" LAMI - (I(1/8"A, .090, 1 /8"HS) C. 5/16" LAMI - (1/8" HS, .090,1 /8" HS) L 13/16" LAMI IG -1/8" OR 3/16 "A, 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8"HS, .090,1 /8 "HS) D. 7116" LAMI - (3116" A, .090, 3116" A) J. 13116" LAMI IG -1/8" OR 3/16"A, 3116" OR 1/4" SPACE, 7/16" LAMI - (3116 "A, .090, 3116 "A) aviuvow * 64* E. 7/16" LAMI - (3/16" A, .090, 3116" HS) K. 13/16" LAMI IG -118" OR 3116 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/1("A, .090, 3116"HS) �-,,.• F. 7/16" LAMI - (3716" HS, .090, 311(" HS) L- 13/16" LAMI IG -1/8" OR 3118"A, 3/16" OR 1!4" SPACE, 7/16" LAMI - (3/16 .090, 3116"HS) j Fx. 4116107 c ADO rMrcOeni FFrN oPrmN upvareasrhr a r oa aPe 1 DOY DESIGN PRESSURES ift�7 Fic 10/17" a REVISE DP rABLES TO ASTM E 1X IM NOKOMIS. FL 34275 � Rastox am ALUM. HORL ROLLER WINDOW, IMPACT F.K. 8/13 A A00 AIR SPACE DI IDMON OLFSS TYPES G THRU L P.O. 1829 L. Clark P.E. Dam Dace NOKOMIS, FL 34274 Vtrtb(y Be tter s ame PE # 712 F.K 2I28JOB J.J. 3J23HI8 HR710 NTS 3 1l 4r27-JO C Struauxai i 2730 27 313" 27 318° MAX DLO 64 5116° MAX. DLO FIXED MAX. DLO MAX. DLO VENT VENT FIXED D D B e e B x a x x o X r• I Ur MAX. WIDTH I.F. FRAME r y 86 7116° MAX, WIDTH I.F. FRAME ---+ -� 111" MAX. WIDTH FLANGE FRAME B 7116' MAX. WIDTH FLANGE FRAME DETAIL B - XOX (114 - 112 -1/4) DETAIL C - XOX (113 - 113 -113) NOTE: 33 9116° MAX. 33 9116° MAX. 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED DLO VENT _ — 63° MAX. SEALANT OR GASKET — FLANGE AT HEAD AND SILL A A FRAME ALL 1 57 3W w CONFIG. MA f MAX DLO ALL / DLO ALL — — 15 I.F. FRAME FAD VENTS — with the Fioxide MAX LITES 62" I.F. FRAME ac:-,':re®tdod q X ALL 'a'atioteDnttts o(�/ CONFIG. g II sis act Dl�n 13 FLANGE FRAME �+ Tr MAX. WIDTH I.F. FRAME ® VIEW D - g +- 74° MAX. WIDTH FLANGE FRAME FRAME R CONSTRU ( coRNE /- DETAIL A - OX OR XO OffifflMONS AND CORNER awwom ADD MEG LRN F.K 4118107 CONSTRUC77ON Au SHr 8. ELEVATIONS F� 1 17ros a NO CHANGE THIS sr�r 1 ivois. O° 3a� s-" F.K. GM3108 A NO CHANGE THIS SHEErer p.P. eox 15M HORIZONTAL ROLLER WINDOW, IMPACT PE #39712 i�aconais FL3aa7a Visibly Better M710 NTS 4 d 11 4127 - C $� F.K 2/28108 'Ai. 3123108 r i ) f'■ � � I�iM Mi■ r i�i i '� , .....Y.r.^.. �� Mme .it LN II it I V 0 ¢� '1 a • Lti + [ti nm DWG# DFSCRWMN MAT'L 95 nm DWCw iW DE9CRiPTION MAIL PGT# 1 4102 A FLANMFRAMEHFAD 6063T6AL 612237 66 t72 13)16 "IAM110 -VrA MrAIRSPA 5 /16'LAMI 1/8"A .090P 1/8 "A 2 4025 SASH STOP (STD. ) (ANTI LIFT CLIP 6063 -T5 AL 612244 67 13116" IAMI I0- 118 "A 318" AIR SPA 5116" LAMI (1/8"A,.090 P'VB,1 /8"HS) 3 #8 X 3/4 PH. PAN HEAD 7934AA 68 13/16' IAMI nl /8 "A 318" AIR SPA 5/16" LAMI 1 /8 "HS, .090 PVB,1 /8" 4 4053 SASH STOP COVER SASH STOP 6063 -T5 AL 69 " 13116" LAMI IG- 3116"A 5116" AIRSPACE, 5116" LAMI 1 /8"A, .090 PVB,118"A 6 4136 FLANGE FRAME SILL 6063-76 AL 64136 70 13116" LAMI ICr3 116"A 5/16" AIR SPACE, 5)16' LAMI 17FX .090 PVB,1 /8 "HS 7 4137 SILL ADAPTOR 6063 -T6AL 64137 71 " 13116" IAMIIG3 /1G'A 5116" AIR SPACIi 5116" LAMI ll8 "14S, .2OPVB, I /8"HS 8 4131 ROLLERTRAC K 6063 -T6 AL 64131 72 IYIW LAW IG418 "A 1/4" AIRSPAC%7116" LAMI (311VA, .090PV8 Y16 10 712981 WEEPHOLECOVER POLYPROP. 71298 73 1 " 13/16" LAMIICr1/8 "A,114" AIRSPACK 7116" LAMI (3/16'A,.090 M 3116 12 1626 ADHESIVE OPEN C EU FOAM PAD 7PAD1626 74 1 " 131 L6 "'LAMI IGI18"A, i14" Alit SPAM 7116" LAMI 3116" .090 PVB 3 /16'HS 13 4002 A FLAN(iEFRAMEJAMB 6063 -TEAL 612225 75 1 " 13/16" LAMI IG-3/16"A, 3116' AIR. SPACE, 7116" L4AU (3116 PVB, 3116 "A 14 4134 jcAsKErFoRmAiNFRAmEsaLjoprr 74134W/K 76 " 13/16" LAMI Ia3 /16"A 3116" AIR SPA 7/16" LAND /16"A, .090 3116 "HS 15 1155 1 1 #8 X 1.000 QUAD PN. SMS 781 A 77 13/16" LAMI IG3/16"A 3116" AIR SPA 7116" LAMI YwflS .490 PVB 3116 "NS 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 641100 90 1414 SCREEN FRAME OR & VEX 3105 -HR AL 17 4054 B MEDMEETMGRAIL 6063H3-T6 AL 64054A 91 1630 SCREENCORNERKEYW/RWGS POLYPROP. 19 4066 W STP .187 X.230 FIN SEAL 640660 92 1631 SCREEN CORNER KEY W10UT RRKS POLYPROP. 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612 93 1073 1 SCREEN SPRING ST.ST. 22 1683 WSTP .250 X .270 BACK, FIN SEAL 61683G 94 1624 I SCREEN SPLINE -.135 DIA. FOAM EM PVC 23 MI ROU2RHOUSING& GUIDE 42112I1D 95 1635 ISCREEN SPLINE- .135 DIA. HARD EM PVC 24 226 BRASS ROLLER WHEEIS BRASS 7BRWFU 96 SGREEDI CLOTH 29 41281 H01WONT'AI..ROLLFR SASH TOP GME POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS -T6AL 64006 2.710 33 1235 IWSTP,.170 X.270 BACK, FIN SEAL 678160 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH. FL SMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 2 38 16M WSTP.,250X .270 BACK, FIN SEAL 616M 39 7070 BULB WEATHERSTRIP .I87 X.275 67070K 40 LIFTRAILCIOVFRCAP 74078 "C" LORR 41 4139 I.F. FRAMEHEAD 6063-T6 AL 64139 42 4140 I.F. FRAME SUL 6063 -T6 AL 64140 cj?S 43 I.F. FRAME HEAD 8 43 4141 I.F. FRAME JAMB 6063 -T6 AL 64141 , 1!4139, � 50 GLAZING SILICONE, DOW 899,995 OR UNALENT 51 1224 IMNYL Ca{AZMGBFADBULB 6TP247W,K 52 1225 VINYL GAZING BEAD BULB 6TP248K a asstom pl3; n V nB ftlqu" 53 4039 B CL,AZMBEAD -5/16" 6063 -T5AL 64039E .764 Alzoptm ft c o 54 4044 B C L AZINGBEAD - 5116" WK8W L KIT 6063 -T5 AL 644703 .06a o 3.162 # 55 4222 A GLAZINGBFAD- 7/16" 6063 -T5 AL 64222 56 985 C GLAZING BEAD - 7116" W /(TRILL KIT 6063-T5 AL 6985 .002---o- 59 4067 (LAZING BEAD - 13116" 6063 -T5 AL 64067 1988 60 (ZASS, 5116" LAMI 1/8" A,.090PVB,118" A I.F. FRAME JAMB 61 " 5116" LAMI (1 /$" A,.090 PVB, 118" HS ) #4141,6063-T6 62 5 1I6" IAMI 118" HS, 090 PVB, 118" HS 63 7116" LAMI 3116" A,.090 PVB, 3116" A 2.710 64 " 7JI6" LAMI 3116" A, .090 PVB, 3116" W 42 I.F. FRAME SILL 65 7116' LAM[ 3/16" HS, .090PVB, 3/16" 04140,6063 F.K 4113l07 C !TENS 4?, 42 & 49 + �sT X F.K� 10117106 B NOCH WETMS SWE'T 1670t ta0K6Mi8 �3s2 r� F.K W13106 A ABD SPACE DIAIEnrstt�v3 lT W 86 THRU 1 7 . P.O egx,sze ALUM. HORIZONTAL ROLLER WINDOW, IMPACT L Gas P.E. NOKOM, R 3W4 v isibly Ben�r �'° " "° PE 4+30.712 F. 2I2M J — imay I mvic I NTS1 6 a ll 4127 -10 C sbuodmw .062 1.187 040 �,"7�3'8 3,152 �....1 I 1. 73 .08 i 73 3. SASH STOP COVER #4053,8083 -75 1. 22 2.71 �• -- 2.710- � FLANGE F E HE 6 FLANGE FRAME SILL FRAM 37 TER 23" #4136,606S-TS ,;..' 1.3 t� 082 .061 1.4 -062 13 FLANGE FRAME JAMB —4-062 �_._ 6083 -TO 26 �IAW� SASH STOP 1 80 #4425, -T5 HORIZ ROL 6063 -T 6 RACK 17 FIXED MEETING RAIL 2 2 79 _ 3 "1 1.081 29r* -I 1 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL 37 SASH SIDE RAIL GLAZING B 5M6" #4133.8063 -T5 #4006D, W83HS -T6 #4126, 6083 -T6 PRODUCT TmwsED #40396, 6083 -T5 eswmp',yi"g with anp1mids Btmisg Cvdo By —p $Y .050 .678 .678 050 .678 6$;i OSO 1.096 -{ - �1 1.- I ^'-' -"� T 1.115 -- � —+ f - -1.097 GLAZING BEAD. 5/16" 55 GLAZING BE I16" (� GLAZING BEAD, 7116" 59 GLAZING BEAD, EA 13116" �..J #40446,6063 -TS 2 J c (USED W1 GRILL WT) (USED Wl GMLL KI7) r: Frc 4I13V7 o No CHANGE tins SMEE EX7RUSI4NS e" 9fi0TeCtfPbl.imYEHi11fE .J4 F 101171M 8 NO CMMICiE TMS SWEET NOKOM % FL 3i342n rmr F.K. 5/13M a NO CHANGE TMJ3SMEET a.c �xts� ALUM. HORIZONTAL ROLLER WINDOW IMPACT RcWL.CWk,P.E. umm rxxcorAts. FL 34274 Ytsl* Better ` awwroxw FEE 038712 Rx. 2 J.J. 9123fOB 1710 HBIf T 94 4127 -10 (', Sttudural ANCHOR QUAN XOX (v4-1n 1/4)VYINDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3, WOOD Z CON( 1, CONC 2,3, WOOD 2, CONC 1, CONC 1- 114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 412 STEEL SCREWS (GS) & SuBtiTi - m Z ONES at rA W y 2. GLASS TYPES: WINDOW SI '� HEAD & $ LL I HEAD & SILL HEAD & SILL WAD & SILL m HEAD & SILL HEAD & SILL g A. 5116" LAMI - (11S" A.,090, 11W A) W v H ' ' h ; ' B. 6116" LAMI - (118 A,•090, IN HS) 63.125x 38.375 1 +C2+1+C2 +1 2 1 +C2+1+C2 +1 2 1 +C2+1+C2+1 2 1 +C2 +1 +12+1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2+1 2 C. 511 LAM+ (118 H3, 1/8" H D. 7/16° 6 LANG - (3116 - A,.090 , 3 1116` A} ) 48.000 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2 +1+C2 +1 3 1+1;2 +1+02+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2+1 3 E. 7116 ° LAMI - (3/16"A,A90,31Vr HS) 50.825 1 +C2 +1+02+1 3 1 1 +02+1 +C2 +1 3 1+C2+1+0241 3 1 +C2 +1 +C1 +1 3 1 +(2+1 +C2+1 3 1 +02 +1 +02+1 3 F. 7116" LAMI - (3116" HS,.09O, 3/1(° HS) 11 G. 13/16" LAMI IG -1/8" OR 3M6" A, 5/16° OR 31W SPACE, 5/16° LAMI - (1/8" A,.090, IN A) 64.000 1 +02 +1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1+C 2 +1 +C2+1 3 H. 13/16" LAMI IG -118° OR 3/16" A, 5/16° OR 3l6° SPACE, 5110 LAMI - (1/8° A,.090, 1f" HS) eaWD 1+C2+1+C2+1 3 1+C2+1+(2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C 2 +1 3 1. 13h16° LAW IG -1 V OR 3/16° A, 5116.OR 3ff SPACE, 6118" LAMI - (1/8 HS,.000, IN HS) J.13116 LAMI IG -118 OR 3/16" A, 3116 OR 1/4 SPACE, 7116" LAMI - (3/16 A,.090, 3f16" A) 63 =0 1 +C2 +1 +C2+1 3 1 +C2 +1 +C 2+1 3 1+C2 +1+C2 +1 3 1 +C 2+1+C2+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3 +1 3 K. 13/16° LAW IG -1/8" OR 3/16"& 3116" OR 1/4" SPACE, 7116" LAN - (3/16 A,.090, 3116" HS) W.MOx 38.375 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 1+C2+1 +C2 +1 2 1 +C Z+1 +C 2+1 2 1 +C 2+1 +C2 +1 2 1 +C2 +2 +C2 +1 2 L. 13/1S" LAMI IG -1/8" OR 3116" A, 3118° OR 114-SPACE, 7116" LAMI- - (3116" HS,.090, 3/16 HS) 48.0 1 +C 2+1 +02 +1 3 i +C2+1 +C2 +1 3 1+C2+1+C2 +1 3 1 +C 2+1+C2+1 3 1+C 2 +1 +C 2+1 3 1 +C2+2+C2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50,825 1 +C 2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2+1 +C2 +1 3 1 +C2 +2 +C2+1 3 DIMENSIONS, FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1 +CZ +1 +C2+1 3 1 +C2+1+C2 +1 3 1+C2 +i +C2 +1 3 1 +C;2 +1 +02+1 3 i +02+i +CZ2+i 3 i+C 2 +2+C2+i 3 HEAD & SILL: 141/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 6D.WD 1+C +1 +C2+1 3 1 +C2+1+C2+1 3 1+C2+1 +C2+1 3 1 +C2 +1 +C;2 +1 3 1+C2 +1 +C2+1 3 1 +CS+2+C3+1 3 25 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C. 63.000 1 +C2 +1+C2 +1 3 1 +C:2+1 +C2 +1 3 1 1+C2 +1 +C2 +1 31 1 +C2+1 +C 2+1 3 1 +C;2+1+C2 +1 3 1 +C3+2K2:+1 3 TABLE KEY. 74.000x 36.378 1 +C2 +2+C2+1 2 1 +C2+1 +C2 +1 2 1+C 2+2 +C2+1 2 1 +C2 +2+C2+1 2 1+C2 +2+C 2+1 2 1 +C2 +2+C2 +1 2 A 4 X� 4110 1+C2 +2+C2+1 3 1 +C2+1+C2+1 3 1+C2 +2+C 2+1 3 1+C2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +01+2+(2+1 3 1 3 +4+G3+ 3 I -ANCHOR QUANTITY PER JAMB 50.825 1 +C 2+2 +C2 +1 3 1 +C2 +1+C 2+1 3 1+C2 +2+C2+1 3 1 +C2 +2 +C2+1 3 1 +C2+2+C2+1 3 1+02 +2+02+1 3 HEAD AND SILL ANCHOR QUANTITY. 64.WC 1+CZ+2+C2+1 3 1 +C2+1 +C2+1 3 1 +C2+2 +C2 +1 3 1+C2 +2+02+1 3 1 +C2 +2+C 2+1 3 1 +C3+2+C3 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) $MOOD i +C 2+2+02+1 3 1+C 2+1 +C2+i 3 i +C2+2 +C2 +i 3 i +C2 +2 +C2 +i 3 i +C2+2+C2 +1 3 1 +03+2+C3 +1 3 ANCHOR AT EACH OPERABLE VENT 6&60 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2+C3+1 3 1+C3+2 +C3+1 3 1 +C2 +2+C2+1 3 1 +C3+2 +C3 +1 3 PLUS (4) ANCHORS AT FLXEU SECTION. 84.0OOx 38.375 1 +02+2+02 +1 2 1 +C2+2 +C2+1 2 1+C2 +2+C2 +1 2 1 +C2 +2+C2+1 2 1 +C2 +2 +C2+1 2 1 +C2 +3+C 2+1 2 (12) ANCHORS TOTAL AT HERO AND SILL 4&WO 1 +02 +2+C2 +1 3 1 +(2+2+(2+1 3 1 +C2 +2 +C2+1 3 1 +C2 +2+C2 +1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 (3 MIN. O.C. ANCHOR SPACING) 50.825 1 +02+2+(2+1 3 1 +C2+2 +C2+1 3 1 +C2 +2+C2 +1 3 1 +C2 +2 +C2+1 3 1 +C2+2 +C2+1 3 1 +C3+3+03+1 3 64.000 1+02+2 +C2 +1 3 1 +C2 +2+C 2 +1 3 1 +C2+2 +C2 +1 3 1 +C2 +2 +C; l 3 1 +C2 +2+C2 +1 3 1 +04 +3+C4+1 3 25 314° ma 3 }+-3° MIN. 60.0OC 1 +C2 +2+02+1 3 1 +02+2+02+1 3 1 +03+2+03+1 3 1 +(3+2+03+1 3 1 +t2 +2+02+1 3 1+04+3 +04+1 3 83.000 i +C2+2+C2+1 3 i+C2+2 +C2+i 3 i +C3 +2+03+i 3 1 +C3+2+C3+1 3 i+C2 +2 +C2+i 3 1 +C4 +3+C4+1 3 9" R X O X 106.375x38.316 1+02 +2 +C2+1 2 1 +C2 +2 +C2 +1 2 1+02 +3+C2 +1 2 1 +C2 +3+C2 +1 2 1+C2+3+C 2+1 2 1 +C2+4 +C2 2 T P3iUttlf4: f t'�VISEt} 48.OW 1+12 +3+C2 +1 3 1 +C2+2+C2 +1 3 1 +C3 +3+C3+1 3 1 +03 +3+C31 3 1 +C2t3+C1 +1 3 1 +CS+4+C3+1 3 MTG. RAIL,TYP. asc': t:;:�,tridstteFloiiidu 60.626 1+C2 +3+C2 +1 3 1 +C2+2+C2+1 3 1+C3 +3+C3+1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1+C 3 +4+C3+1 3 EXAMPLE CLUSTER WI OTY. OF (3) ANCHORS a ; N, •O� 54,000 1 +C3+3 +C3+1 3 1 +C2+2+C2+1 3 1 +C3 +3+03+1 3 1 +p +3+C3+1 3 1 +C S+3+C3 +1 3 1+04+4 +C4+1 3 (SHOWN IN TABLE KEY ABOVE) �" D am j SO= 1 +C3+3+C3+1 3 1 +C2+2+C2+1 3 3 1 +C4+3 +04+1 4 1 +C3+3+C3+1 3 1 +C4+4+C,4 +1 3 B' 63.E 1 +C3+3+C3 +1 3 1 +C2 +2 +C2+1 311+04+3+04+1 3 1+C4+3+C4+1 4 1 +04+3+C4+1 3 1 +C5+4+C6+1 3 25 314 MAX. 1 i12" TYP. 111.000x 36.375 1 +C2 +3 +C2+1 2 1 +(2 +2 +Mi 2 i +C2 +3+C2+i 2 1 +(2 +3+C2+1 3 1+C2+3+C2+1 2 i+(;2 +4,+0;1 +1 2 I--3- MIN. 48.WD 1+02+3+0:2+1 3 1 +C2+2+C2+1 3 1 +C3+3+03+1 3 1 +C3+3+C3+1 3 1+C2 +3+C2+1 3 1 +CS+4+C3+1 3 9* REF. 5D.825 1 +C2 +3+(2 +1 3 1+C2 +2+C2+1 3 1 +C3+3+C3+1 3 1+C3 +3+CS+1 3 1+C3+3+C3+1 3 1 +C3+4+C3+1 3 x 54.E 1+C3+3+C3 +1 3 1 +C2+2 +C2+1 3 1 +C +aWS +1 3 1 +C3 +3+C3+1 3 1+C3+3+C3+1 3 1 +04 +4 +C4+1 3 60.E 1 +C3+3+C3+1 3 1+12 +2+C2 +1 3 1+04+3+04+1 3 1 +C4+3+CA+1 4 1 +C3+3+C3+1 3 1 +(4+4+(4+1 3 MTG. RAIL, TYP. 83.100 1+C3 +3+03+1 3 1+C2 +2 +(2 +1 3 1 +04+3+04 +1 3 1 +C4+3+C4+1 4 1+04 +3+C4+1 3 1 +C S+4 +C5+1 4 EXAMPLE CLUSTER Wl QTY. OF L4} ANCHORS w 4H&07 smF; +�aA7ErAetea. zEcrVALUES c�u roa ca Aa. 14707eC"mat� ANCHORAGE SPACING, AOX 914- 112 -114 F.K. lafl?106 8 RMW ANGHMW FORMAT, HEAD 8 8XL OLL STERS mwcw , FL 34278 F. 8/l9m A ADD SPACEDIAMSIONS C3iMS TWWSGTHRLL. P.O.80 ALUM. HORIZONTAL ROLLER WIN DOW, IMPACT RobWI Clark, P.E. ar• mr+ MOKOM. FL 3W4 vui* Berner o NTS 8 d 11 m 4927 -10 fr PE #3312 j AK 2/2$W J.J 3 C structure! ANCHOR QUANTITIES XOX 113.14413 WINDOWS TABLES MOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR TYPE 2,3, WOOD 2, CONC 1. CONC 2,3, WOOD 2 :ONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114 ELCO TAPCONS 2 -114° ELCO SS4 CRETE -FLEX 3412 #12 STEEL SCREWS (GS) y y 2. GLASS TYPES: WOMO A! SIZE HEAD & SILL d MEAD & SILL. HEAD & SILL HEAD & SILL HEAD & SILL � HEAD & SILL � A. 6116" LAMI - (1 /8" A,.090, IV A) V I -+ � -s S. 5116" LAMI - (IV A,.090,118" HS) 48.000x 38.375 1 +C2 +1 +02+1 2 1 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1+C2 +1 21 C. 6N6' LAMI - (118" HS,.090, IV HS) 48.000 1+ +1+02+1 311+02+1+C2+1 3 1 +( +1+02+1 3 1+02+1+02+1 3 1 +C2 +1 +02+1 3 1+C2 +1 +C2+1 31 D. 7116' LAMI - (3118° A,.09% 3Pt6" A) E. 7/18' LAMI - (3116' A,.090, 311(" HS) 60,825 1+C2 +1+02•+1 3 1 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+02 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 31 F. 7116' LAMI - (3/16 HS,.0W, 3118' HS) 54.0370 1+C2 +1 +C2+1 3 1+C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+02+1+C2+113 t +C1 +1+C2 +1 3 1 +C2 +1 +C2+1 31 G. 13/16" LAMI IG -1/8" OR 3116 A, 5116' OR 318 SPACE, 5116' LAND - (1/8 A,.090, 918" A) SMIXID 1 +C2 +1 +(2 +1 3 1 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1+C2+1 3 1+C2±1 +C2+1 3 1+C2+1 +C2 +1 3 H. 13116" LAMI 1G -11W OR 3118" A, 6NIV OR 3V SPACE, SM6- LAM@ - (118 A..090,118" HSI 63.000 1 +02+1 +t2 +1 3 1 +0+1+02 +1 3 9+02 +1 +C2 +1 3 1+02+1+02+1 3 1 +(2 +1 +(2a 1 3 1 +03+1 +03+1 3 I. 13116" LAMI IG- 1/8' OR 3116 A, Sht6" OR 3W SPACE, 5116 LAMI -(l18" HS,.090,118 BHS) J. 13116 LAMI IG -1/8' OR 3116' A, 3118- OR 114° SPACE, 7/16- LAW - (3118' A,.090, 3116 A) 53.125x 38.375 1 +C2+1+C2 +1 2 1 +C2+1+C2 +1 2 1 1 +C2 +1 +C2 +1 2 1 +02+1+C2+1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C2 +1 2 K. 13/16' LAMI IG -118' OR 3116 A, 311(r OR 114" SPACE, 7M6" LAMI - (3116 A..M. 3116 HS) 48.0037 1 +C2+1 +C2 +1 3 i +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2+1+C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1+C2 +1 3 L. 13/16" LAME IG -1/8° OR 3118 A, 311W OR 1/4- SPACE, 7116' LAMI - (3116" HS,.090, 3116" HS) 50.625 1+C2 +1 +C2+1 3 1 +C2+1+C2+1 3 1 +C2+1 +02 +1 3 1+02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 3. WIDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64,000 1+C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 i+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 6D.W0 1+C2 +i+C2 +i 3 1+C2 +1 +C2+9 3 i+C2 +1 +C2+1 3 i+C2 +1+C2 +1 3 9+C2 +1 +(2 +9 3 1+C3 +1+C3 +1 3 63.000 1+C2 +1 +02+1 3 1 +C2 +1 +C2+1 3 i+C2 +1+C2 +1 31 1 +C2 +1 +C2+1 3 1 +C2 +9 +C2 +1 3 1+0:3+1 +C3+1 3 HEAD & SILL: 101/2" MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.C37Dx 38.376 1 +C2 +1 +C2+1 2 1 +C2+i +C2 +1 2 1+C;2 +1 +02+1 2 1 +C2+1 +C2 +1 2 1 +C2 +I +C2+1 2 1 +C2+1+C2 +1 2 2S MA MAX FROM CORNERS JAMBS: 9" MAX FROM CORNERS AND 221!2" MAX O.G. 48.000 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 9 +C2+1 +C2+1 3 1+C2 +1+C2 +1 3 1 +C2 +1 +(2+1 3 1 +(2+1 +C2 +1 3 TABLE KEY: 50.628 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2+1 3 X O X 54.Wo 1+C2 +1+C2 +1 3 1 +02+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2•+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1+C3+9 3 1 +C3 +1 +p+1 3 ANCHOR CIUANTtTY PER JAMB 8D.0DQ 1 +C2+1•+C2 +1 3 1+C2 +14 -C2 +1 3 1 +C2 +1 +C2 +1 3 9 +C2+1+C2 +1 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 63.00 1+C2+1+C2+1 3 1+C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1+C3+1 3 1+C2 +1 +02 +1 3 1 +C3+1+C:3+1 3 A CLUSTER OF (3) ANCHORS CENTERED 6.000 x 38.376 1+C2 +1 +C 2+1 2 1 1+C2+1+C2+1 2 1 +C2 +1+C2 +1 2 1+C2 +1 +C2+1 2 1+•C2 +1 +C2+1 2 1+C2 +1+C2 +1 2 ON EACH MEETING RAIL PLUS (1) 48.000 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1+C2 +1 +02 +1 3 1 +C2+1+C2 +1 3 1 +C2+0 +C2+1 3 1 +C2 +1 +C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.626 1 +C2 +1+C2 +1 3 1 +02+1 +C2 +1 3 1 +C2+1+C2 +1 3 1+C2 +1 +02+1 3 1 +C2 +1 +C2 +1 3 i +CS +1 +C3+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.iDO 1 +C2 +1+C2 +1 3 1 +C2+1 +02+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +(2 +1 3 1+C2+1 +C2+1 3 i+C3+1 +C 3+1 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1 +C2+1+C2+1 3 1 +C2+1 +02+.1 3 1+42 +1 +C2+1 3 9 +C3+1 +C2+1 3 1 +C2+1+C2+1 3 1+03+1 +C2+1 3 (3 MIN. O.C. ANCHOR SPACING) 63.0 1+C2 +1+C2+1 3 1 +C2 +1 +C2+1 3 1 +CZ+1+C3+1 3 i +C3+1 +p+1 3 1 +(2 +1 +C2+1 3 1 +C3+1 +C3+1 3 74.OWx 38.375 1+C2+1+C2 +1 2 1 +C2+1 +C2+1 2 1+C 2 +1 +C2 +1 2 1 +C2+i+C2 +1 2 1+C2 +1 +(2+•1 2 1 +C2+1 +C2 +1 2 25 3(4' MAX 48.0370 1 +C2+1+t2+1 3 1 +C2+1 +02+1 3 1 +C2 +1+f2 +1 3 1 +C2+1+02 +1 3 1+C2 +1+C2+1 3 1+C3+1 +C2 +1 3 1 --1 �.-- 3 50.E 1 +C2+1+C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +i +C2 +1 3 1 +C:2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3+1 3 54,000 1 +C2+1+C2 +1 3 1 +C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1+C2+1 3 1 +q+1 +C3+1 3 8° F ' X O X 60.000 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 1 +C2+1+C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +'t +C2 +1 3 i +C3+1 +C3+1 3 63.070 1+C2 +1102 +1 3 1+C2 +1+C2 +1 3 1 +C 3+1 +q+1 3 1 +C„1+1+C3 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 w 3 camp4i REinSED MTG. RAlL, TYP, es nmtntpin$ with tiam FUarlda 84.000x 38.376 1 +C2 +1+C2 +1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2+1 2 1+C2 +1+(2+1 3 1 +C2+1+C2 +1 2 1+C2 +1 +C2 +1 2 SunT'r"icc'& EXAMPLE CLUSTER Wt QTY. OF (3) ANCHORS A T = No o - 15,01 48.000 1+C2 +1 +C2 +1 3 1 +C2+•1 +C2+1 3 1+C:2 +i +C2+1 3 1 +C2 +1+C2 +1 3 1 +C2+.i+C2 +1 q 3 i ++1 +C2 +1 3 Datc a(i 60.626 i+C2 +1+C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1+02+1 31 1 +C2 +1+C2 + 1 3 1 +C2 +1 +C2+1 3 1+C3 +1 +C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1+03+1 +C3+1 3 1 +C3+1+C3 +1 3 1 +02 +1 +C2+1 3 1 +C3 +1 +03+1 3 FdaProd 60,0W 1+C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C2 +1 3 1 +C3+1 +C3 +1 4 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 25 314" MAX 83.000 1+C3 +1 +02+1 3 1 +C2+1+C;2 +1 3 1+C3+1+C2+1 3 1 +C3 +1 +C3 +1 4 MI+C3l+G4+1+C4+1 +1 3 1 +C4+1 +G4+1 4 1/2' TYP. optl 1+-3' MIN. 85 437x38 375 1+02 +1+02 +1 2 1 +C2 +1+02+1 2 1 +(2 +1+CL +i 2 1 +02+1+02 +1 3 +1 2 1 +02 +1+02+1 2 48.0 1 +t2 +1 +(2 +1 3 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1+02 +1+02 +1 3 +i 3 1 +C3 +1 +q+1 3 WRIER X } O X 50.625 1 +C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +02+1 +02+1 3 1 +02+1+0211 3 +1 3 1 +C3 +1 +C3 +1 3 Z, SCOW 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +C3+1 +C3+1 3 +9 3 1 +C3+1+C3 +1 3 6!.000 1+02 +1+C2 +1 3 1 +C2 +1+C2 +1 3 1+C3 +1+C3 +1 3 1 +C3+1 +C3+1 4 +1 3 1 +04+1 +C4 +1 4 MTG. RAIL, TYP. O&ODO 1+C3 +1 +C;3+1 3 1 +C2 +1+C2 +1 3 1 +C3 +1 +C3 +1 3 1+C3+1+03 +1 4 +1 3 1 +Gr4 +1 +C4+1 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS F.K a/15I07 C t1PDi8TETA8LE5, SELECTVsSLUFS DUE POANGNORCAF.AtI t• IWO'ISCHNMOGYDRVE ANCHORAGE SPACING, XOX 113 - 113 -1/3 ��o �7 RK 101r7/w 8 RLfVWAMCHOR WFORMT,HSWASUCLUSTERS MOK01411s,FL3427S ' F.K ' 5113N18 A ADD SPACE DWEWONS OL48S TYPES G THRU L Re BOX t82D ALUM. HORIZONTAL ROLLER WINDOW, IMPACT R*Grt to Clerk, P.E. o NOKOM{9, FL 942 Vivib& &ester sow re+w Hae PE #36712 P.K 2I2 J.J. 3!2316 HR7 NT 8 m 11 4427 - ?0 C struo" ANCHOR QUANTITIES, XO & OX WINDOWS TABLES NOTES: GLASS TYPES A,S,G,H GLASS TYPES C,D,E,FAJ,K, L I. ANCHOR TYPES: ANCHOR TYPE 2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1. CONC 1 114° ELCO TAPCONS 2 - 114" ELCO SS4 CRETE - FLEX 3 - 012 STEEL SCREWS (05) & SLBSTRATE ZONES ZONES ZONES ZONES ZONES 20NES 2. GLASS TYPES: a�C m s�C p q�p m A. WIW LAMS - (IV A,.0W, IV A) WINDOW SIZE ad d ca ao r �¢ u 0 d B. 5116' LANAI - (118" A,.090,1/8' HS) V )m H 2 ' -, -, -� C. &IS' LAMI - (118 HS) 37.000 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 D. 7116° LAMI .(3110- X.090, 3M6° A) E. 7110' LAMI - (3M6' X.090, 3/16" HS) 45.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1+C2 +1 3 F. 7M6 LAMI - (3M6' HS,.090, 3116° HS) 50.625 1 +C2 +1 3 1 +C2 +1 3 1 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1+C2 +1 3 G.13116' LAMI IG -118' OR 3116' A, 5116" OR 318' SPACE, 511W LAMI - (IV A..090,1/8' A) H. 13/16 LAMI IG - I V OR 3116 A. 5116' OR 30 SPACE, 5116' LAMI - (118' &.090, IV HS) 54.000 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1. 13116' LAMI IG -1/6 OR 3116"A. 516' OR 3V SPACE, 5/16' LAMI - (118 - HS, 0W. IV HS) 80.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C 3+1 3 J.13J16 LAMI IG -1 V OR 3116' A, 3116' OR 114' SPACE, 7118' LAMI - (3116' A..090. 3Mfr A) K.1311W LAM[ IG -1/8' OR 3116 A, 3116' OR 1/4' SPACE, 7116' LAM[ - (3116 - A..090, 3116' HS) 63.000 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C 2+1 3 1 +C3+1 3 L 13116 LAMI IG -1/8' OR 311W A, 3116 114 SPACE, 7116' LAMI -(3111V HS,.090, 3116' HS) 48.000 x 35.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2+1 2 1 +C2 +1 2 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1 +02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2+1 3 1 +02 +1 3 1+C3+1 3 HEAD & SILL 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 18 3W MAX, FROM CORNERS. 60.000 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 JAMBS: 9' MAX. FROM CORNERS AND 22117 MAX. O.C. 63.000 1 +C3+1 3 1 +C2+1 3 1 +C3+1 3 1+C3 +1 3 1 +C2 +•1 3 1 +C3+1 3 TABLE KEY: 0 X 53.125x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 2+p +2 T 3 +-ANCHOR QUANTITY PER JAMB 48.0W 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 50.625 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS 54.0W 1 +C3 +1 3 1 +C,2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 CENTERED ON THE MEETING RAIL 60.00 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 4 1 +C2 +1 3 1 +C3+1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1 +C3+1 4 1 +C 3+1 3 1 +04 +1 3 1 +C3+1 ANCHORS TOTATT 4 1 +C3+1 3 1 +04 +1 3 VENT AND TO TA L AT HEAD A SILL 60.000 x 38.375 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3+2 3 (3' MIN. O.C. ANCHOR SPACING) 50.625 1 +C3 +1 3 1 +(2 +1 3 2 +q+2 3 1 +C3 +1 3 1 +C2 +1 3 12 +C3+2 3 18 3/4' MAX. 54.000 1 +C 3+1 4 1 +C2 +1 3 2 +C3+2 3 1 +C3+1 4 1 +C2 +1 3 2 +C3 +2 3 j -. )-.-3' MIN. 60.000 1 +C3 +1 4 1 +03 +1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3 +1 3 2 +C4 +2 4 L- 63.000 1 +C3+1 4 1 +C3 +1 3 2 +C4+2 4 1 +C3+1 4 1 +C3 +1 3 2 +04+2 4 66.000 x 38.375 2 +C2+2 3 1 +C2 +1 2 2 +C2 +2 3 2 +C2 +2 3 1 +C2 +1 2 2 +C2 +2 3 f TG. Qarn�rrrvcsEn M RAIL ey Y,p? rgwiLhthaFlortds 48.000 2 +C2 +2 4 1 +C2 +1 3 2 +03+2 3 2 +C2 +2 4 1 +C2 +1 3 2 +C3 +2 3 p��co�s 50.625 2 +C3+2 4 1 +C2 +1 3 2 +C3+2 3 2 +C3 +2 4 1+C2 +1 3 2 +C3 +2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS Acooptg= Porn a a 64.000 2 +C3 +2 4 1+C2 +1 3 2+C3 +2 4 2 +C3 +2 4 1 +C2 +1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) av 60.000 2 +C3 +2 4 1 +C3 +1 3 2 +C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2+04 +2 4 a 63.000 1 +C3+1 4 1 +C3 +1 3 2 +C4+2 4 2 +C3 +2 4 1 +C3 +1 3 2+04 +2 4 18 3W MAX. 74.00 x 38.375 2 +C2 +2 3 2 +C2 +2 2 2+C2 +2 3 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 o 11 � I U2" TYP. tom• --3' MIN. 48. 2+C3 +2 4 2 +C2+2 3 2 +q +2 4 2+C3 +2 4 2 +C2 +2 3 2 +C3 +2 4 94 X O 50.625 2 +C3 +2 4 2 +C2 +2 3 2 +03 +2 4 2 +q+2 4 2 +C2 +2 3 2 +C3+2 4 - 54.000 2 +C3 +2 4 2 +C3 +2 3 2+04+2 4 2 +C3 +2 4 2 +C3+2 3 2 +04 +2 4 60.000 2 +C3+2 4 1 1 +C3 +1 3 2+C4+2 4 2 +C3+2 5 2 +C3+2 3 2+C4 +2 4 MTG. RAIL 63.000 2 +C3 +2 4 1 1 +C3+1 3 2 +C.4 +2 4 2 +04 +2 5 2 +C3 +2 4 2 +C4+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS am F.K 411507 C CHa T ARE # 7b6 , A SELE CTVALUES DUE: rO ANCHOR CAP AW to7o TecNNOLOOV oRt ANCHORAGE /NG, OX AND XUWINDOWS 0/77 AK 10117M 9 R"EANCHORAGE FORMAr. HEAD & S&L CLUMERS NOKONIS, FL 34278 � ALUM. HORIZONTAL ROLLER WINDOW, IMPACT F.K. 5113M A D SPACE DfA4EN MM TO GLASS TYPES G 7HRU L. P.C. BOX 1829 Robert L t2 PE (=712 71 71 P.E. � NOKOM14 FL 34274 Vi getter N R b R 2 F.K. 2PAN J.J. = fnerro MT3 10 - 11 41 -10 C sa, ras 0 1314" MIN. E.D. TYP. NOTES: MIN.3.4 KSI — 4 ! 2x WOOD BUCK' 1. FOR CONCRETE APPLICATIONS IN MIAM -DADE COUNTY, USE ONLY MIAMWADE COUNTY APPROVED 114" ELCO CONCRETE ! NOTE 3 13V TAPCONS EMBEDED 1318" MIN. OR 114" S64 CRETE -FLEX EMBEDFD? 1 314° MIN.. MINIMUM DISTANCE FROM - a MIN. ANCHOR TO CONCRETE EDGE IS 1 314 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. .; I NOTE 1 g _ 1x 1M1+ODD FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G6) OR 114" S" CRETE -FLEX WITH BUCK #12 TRIMFIT HEAD. NOTE 3 — 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114° 114" THAN 1412°. Ix WOOD 13UCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 D ETAIL B OF 118° THICK, THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SITE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114" 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER MAX M 13W 114" MAX. SHIM f -+-- 1 114° MAN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT. EDITION. MIN, 1 (1.5 KSI CMU) OR PER NOTE 1 (3.4 KSI CONCRETE) WOOD i CONCRETE ANCHOR, ANCHOR, MOTE 2 NOTE 1 13/q• EXTERIOR INTERIOR -- ! MIN. E.D ( & SILL DETAILS A, B, C, 0, &H) -- 1 .. • TYP. 4 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 SEE NAILING DETA E D ETAIL F INTERIOR -- (JAMS DETAILS E, F & q TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE WOOD DE TAIL H . (HEAD ANCHOR ANCHOR, NOTE 1 NOTE 2 NIIILiNG .131 DIA. MIN. x 2112" NAIL AT CORNERS AND 5" O.C. 114' 114" TYPICAL DETAILS G, H & 1. MAX MAX ° SHIM SHIM —� SEE ---.- t BY ,: , • �= -•. • � NAILING ••-••- - • NOTE 4 ® — 1318 MIN. �. 1314° MIN SEE NAILING E.D. TYP. _, _... _��; MIN. 3.4 KSI CONCRETE 2x WOOD - _— A DETAIL C BUCK, DETAIL D NOTE 3 DETAIL I (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS FK 4115/07 c A= 2 s To FBG, rEDtrlca°' ANCHORAGEUETAILS F.tC. 101971 B • I�v13F l�sr, r- aasr�uravt'a sly: ra�Fr�rrcSs Narconas. F. aaa7a �1G 13X18 a ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Avn nbrE s P.a, eax 9sm /ZLC P. F— a Hoxor�s, Fc —14 Visabl Better s �"• +a '�" PEHr F.IG J.J. 3 HR110 H81i 11 a 11 412710 C SWCkRa4 S - Building Department Product Approval Schedule / Comparison Chart Address 116 NE 97th ST Permit No Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required MuHion Required impact ID Number Design Pressure Pressure Size Yes /No Yes /No Yes /No ( +) PSF ( -) PSF ( +} PSF ( -) PSF W x H 1 Bed 1 Horizontal Roller NOA# 07- 0815.09 +60/ -60 +42.7/ -42.7 72.5" x 48.5" No No Yes 2 Bed 1 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 73" x 37" No No Yes 3 Bed 2 Horizontal Roller NOA# 07- 0815.09 +60/ -60 +42.7/42.7 72.75" x 37.5" No No Yes 4 Great 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 108" x 61" No No Yes 5 Great 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 108" x 61" No No Yes 6 Great 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 72" x 61" No No Yes 7 G 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 37" x 36" No No Yes 8 L 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 37" x 36" No No Yes 9 K 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 37" x 36" No No Yes 10 D 240 Single Hung NOA# 02- 1120.03 +62/ -62 +42.7/ -42.7 72" x 61" No No Yes Old Castle 6- Laminnated 45 16cfr1201 -1,11 MDCA /SAFLFJ( k Rte, t lit -r � ► a+ay; A x�a & PA s � «�t MI DA M. COUNTY PRODUCT t�Ci�1 - p�PAt}11E�3,= Meets of exceeds AAMA / NWWDA 1011I ,S. 2 S 40.0268 (REV-6-05)