Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSPermit Number: St. Lucie County /-0 %� • l) "1 © Building & Zoning Department 2300 Virginia Avenue S Fort Pierce, FL 34982 Cq��ED 772-462-1553 APPLICATION FOR REPLACEMENT OF St Lucie COunty WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONSDATE: /� ' - DATE: JZ I i 3110 1. LOCATION/SITE ADDRESS:1�£3 N4� � �� P . F1. 3 4590 2. PARCEL ID NUMBER: q?'S;- (P 0 5-- Obt 8- OOO - 3 11 SECT I I TWP I RNG I MAP I ZNG LU 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 'INIT 4. TYPE OF STRUCTURE: SFR C MOBILE HOME OTHER 5. OWNERS INFORMATION 6. Name: )A.f 15 4- r�av, Address: Z,raoS3 V, '^� i G!+► �'� City: QeO'd �`�'`� State: r� Zip: 545nO Phone: '1 2- CONTRACTOR'S INFORMATION FLReg/Cert#: Ce-C_ OEVOtj- County Cert #: ZC1 S %?3 Business Name: CML"e I Alsr «nrui-( Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights Exposure B -11 4. $ t. O - PG iol 'r,,P�N 08— t l t 2.Ia Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 4- 7. VALUE OF CONSTRUCTION: $I*, so .4 %�- FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoni g. oIk v% L- - 016r tin Q ,- L - PRINT QUALIFIERS/OWNERS NAME SIGNATUR OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 'e%-`} L - `"-e^ ACKNOWLEDGED BEFORE ME THIS t DAY OF ea.. , 20 to, BY �� t-- grlw+ WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY P i COMMISSION NUMBER 4PPY n�9.— KENNEfH R. KING MY COMMISSION # DD 803187 EXPIRES: November 3, 2012 Bonded Thru Notary Public Untlen*ers JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3538619 OR B,v-- 3249 PAGE 2522, Recorded 12/01/201i, 10:39 AM A=R RL'CORmwmRrrngNm I .iutisirt a}} a _Tiinu:n ix Slsutier Cntp. 3unal SE Gran Farlt Way PFBUILt1Ie1RF8 Steam, f L 34997 I 7L4 \pun• b n+maupr hxpr0bq mf.. 772.2B7.6476 �— NOTICE Or COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain rcot property, and in ac{ordonce with Chapter 713, Florida statutes the following inronnntion is provided in the Notice orcommencement. yy2S - GdS- 0018 - o00- 3 I. DESCRIPTION ''fOfF•• PROPERTY' (Legal description and street address) TAX FOLIO NUMBER: SUBDIVISION 17rr . OL'it.OLOCK TRACT LOT DLDC UNIT (o w F N '(t ..:'f V Z•oa NW rf'o141Ak hk..r 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. Name G Pgrgw- W_ spa✓� S b. Address c. interest in property N A d. Name and address of fee simple titleholder (if other than owner) N lilk 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: e.11 d %k' S. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: n)1 Ar 6. LENDER'S NAME, ADDRESS AND 1'110NE NUMBER: a 14 7. Persons within the state of Florida designated by Owner upon when notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMDER: W A S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b),17lorida Statutes: NAIVE, ADDRESS AND PIIONE NUMBUTh 'j I ±fir 9. Fxpiration date of notice of commencement (the expiration date is I year from the data of recording unless a different date is specified)_ .20 Signature o4n,ener or Print Noma and Provide Signatory's Tllle/Offlce Owner's Authorized Officer/Director/Partner/Managar State of Plarida County or S4- L o c The forclOing ho ment was acknowledged before me this 304"+ day of 02%Jlte� b"f. . 2( 1 u 'ii By 11544);Qt (...)' '�Zsr..;S es wNun (Printed nr a of person signing above) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For (Name ofparty on behalf of whom instrument was executed) Personally Known_ orproduced the following type of ID: _ &711 NG ,t.•rM Q. IVCOAC'^4ilS`IL: (Printed Name ofNotaryPublic SignatureorNot(Surd)reoIT° �yaF°ry„A,AO'3�1�d7, :"1•' Under penalties of pajury, I declare that I have read the foregoing and that the facts in it are true to The best of my knowledge and belief (section 92.525, Florida Statutes). aturc(s) of Owuer(s) or er(s)' Authorized OR}eer/Dlrector/PartoerlManager who signed above; >0 By: Y By �r7:�—a'St W. ✓"s5 d (Signature) (Printed Name) SPATE OF R OMA ST, LUCIE COUNTY A THI TRI QR By 577 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 a FAX (772) 287.9740 E-Mail: sales@gulfshufters.com www.guifshuffers.com License #CRC058017 ORDER FORM ki Name ;��. arm c_ 4 Uj _ ' Date // 2 � Addresir®s r� r,fil'° Subdivision City �-' z�� �. State Zip Phone (Home) (Work) Approximate Installation OPG # TYPE OPENING WIDTH OPENING HEIGHT TRACK CYO/LOR COLOR GAUGE STACK R/L LOCK I/O REMOVABLE TRACKS BUILD OUT MOTOR/ CRANK STORM BARS APPLICATION FLOOR � � kj ,�. fP.��A,NEU,S�LaAT J-✓C'Js� v q��9 / `!C5�- - )�_ ! l n e. / 6 ', 7? T\,tl/ �q • i .f.9 d G Electric. Buyer agrees that any necessary electrical connections will be made at the closest souce of power. Any changes or variations will be an additional charge. DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT Interest- Buyer agrees to pay a 1'/2 % per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of c I�eeon in the eventful .paym, nt outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance ofProposa! The above prices, specifications and co itions are satisfact Y nd y a ted. You are authorized to do the work as specified. Cancellation Fee 20% of contract. Paymentwill be made as outlined above. Signature b '/ �1 ` Date's Salespersons a z_ Date Ifstream Alfjmintift7 and Shutter Corp. Page of Key Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU Lexan - LX Garage Brace - GB Application Key Wood - W Block - B Stucco Over - SO DEPOSIT 50% BALANCE ON COMPLETION It is understood thai there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. . YEAR GUARANTEE Since 1979 Special Instructions: 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters,com www,gulfshutters,com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Signature Date Salesperson��: Page ,.Z of -:)— Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Date Ml® ODE MIAMI-DADE COUNTY, FLORIDA ' METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 375-2908 NOTICE OF ACCEPTANCE (NOA) (3Us) 3dar2 id FAX (3uil inlzcode www. mi a midade.sov/b uildin scod e PGT Industries 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 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 stated 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW-701" Aluminum Fixed Window -LM�I APPROVAL DOCUMENT: Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO =Width-3.75". and /or=Height-3.75". The Annealed glass to be on exterior side of laminate. 2. Max. comer distance for anchors is 8.5", except Hexagon & Octagon corner dist not to exceed 3". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1 and max. OC spacing is 5". 3. The anchor installation shown is applicable without geographical limitation. 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 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 because 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 renews NOA # 07-0418.06 consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NUA No 08-11101 pLS\a Expiration Date: ebruary 19, 2;0141 �� TT MIAMMADE COUNTY Approval Date: January 0 , 09 �1.�� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259-4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07-0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 4) Small 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 alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3835, dated 07/18/03 and test report FTL-3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME-1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest", dated 11-06-08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07-0418.06 expires on February 19, 2009. tsve45 \ . LLCMI< Ishaq I. Chanda, P. E. Product Control Examiner NOA No 08-1112.10 Expiration Date: February 19, 2014 Approval Date: January 08, 2009 E-1 NOTES: LARGE MISSILE WINDOWS Ma " , . INATED GI+ASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 NTERLAY R OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED ........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 ANCHORAGE ................................. 10-12 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-200054LUMINUM DESIGN MANUAL .1wis 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 414107 1070 TECNNOLOGYDR NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 & TABLE OF 4LUMINUM PICTURE WINDOW, IMPAC mvwas amr. an,.e n..>tpn. P�w7B1 NTS 1 d 12 4259-4 PRODUCPRENEWED BuMI"g CadCNG61h! P7erid" wpt-.No IIZ•/0 B7_�s.r.� 1•�atia� Dh19u" REVISED r wM DK Plana. Robert L Clark P.E. PE #39712 Struchusl 3/16" P STRE 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEX STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7/16" AIR SPACE — 3/16" HEAT — STRENGTHENED 3/16" HEAT GLASS STRENGTHENED GLASS 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT — STRENGTHENED GLASS � � � � ► ��� 18 O 22 11 PRODUCE RENEWED 841cllg � whh the Flerlda o OUTSIDE 11/16" NOM OUTSIDE 11/1�"d°iDap6" NOM GLASS BITE GLASS BITE roMal. Dhiaim 1 3 2 1 3 1 PRODUCT REVISED m mmillyi"g with the Florid" Belding Cak repl""te No T_0418" °(o SOR 15 SOR 15 AeD °g noeatlCo.tta 7/1611 LAM!I G.L_A�I'_NG�DETAIL FLANGED OR INTEGRAL FIN F ME (FLANGE FRAME SHOWN) a� 414d17 B NO CHANGE THIS SHEET 1070TECHNOLOGYORNE NOKOMIS, FL 34276 P.O. BOX 1629 NOKOMI$ FL 34274 12(1&M A NO CHANGE THIS SHEET brc - om 7114 M 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) r~ ■ _GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT Robert L Clark. P.E. PE I39712 sty h& Better PW-701 FUL 2 d 12 u.rv"a 4259-0 "R B HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE = 96" X 47" FAN OR MAX. AREA = 31.99 S( MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. -- 96" MAX. 48" MAX. L MAX. SIZE = 96" X 48" i- -- 921/4" MAX. DLO OR MAX. AREA = 25.13 SQ. FT. REC�TANGLE MAX. SIZE = 48 96 OR MAX. AREA = 32.00 SQ. FT. NOTE:.A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. Mrm er. me R ww— ram7DRIVE NOKOMIS, FL 34275ST Par FK n 4/40 F.K. or 1211SV3 A NO CWNGE 7HIS SHEET P.O.BOX1529 D.- Or. asy; 5 ym 6y. NONOMI$, FL 3e274 Viribly Better F.IC 7114M 14" K. D ARCH. MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SO. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. FLANGED ELEVATIONS ALUMINUM PICTURE WII PW-701 NTS 3 a 12 pRODUCr RFNEWFD Ni We Flet�+t to eonpl7i"t Baidiog Code �1112•ti0 Aaepnaet No Erpindo" DaorwOly BY L " PRGDUCTREVISED as compWag with tic Florida oukft Code ea 7 9 IMPACT Robert L aadc P.E. 42594 B s nwral HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT, FAN MAX. SIZE = 96" X 47" OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. — 50 1/4" FRAME O.D. / MAX. 931/4" MAX. DLO T] 3Ai r. 01rel E! � QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. RE iii: GI 1 IDTI(`AI MAA. JILt = WO" A 41 OR MAX. AREA = 31.99 S, MAX. SIZE = 48" X 96" OR MAX. AREA = 32.00 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. .er v— 1070 TECHNOLOGY DRIVE A 4407 B ADD FRAME O.D. DIMENSIONSAND UPDATEANCHORAGENOTE NOKOMIS, FL 34275 .or. arc 12115W an►orr� A NO CHANGE THIS SHEET C P.O. BOX 1529 NOKOMIS,FL30274 .nor. — o","",t — Vvibly Better FK 7/14M 451/4" MAX. DLO MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPAC srrveee earn eti,e oareZ PW--701 NTS 1 4 d 12 42594 PRODUCT RENEWED as cumplyfc; with the MrMs Buidiag code Aeasptan=No0 /(/2•10 Ecp(nthm Dab 2 j(f BY14L.4_t Mtaad Qck DMaloa PR0DUC1'RDawi:x as complying with tbt t7erida R■Idlogcode °j noa.Qcenaa a, Robert L park P.E. PE#39712 SMktural TABLE 1. DESIGNPRESSURES, FLANGED WINDOWS DIMENSIONS ARE TIP -TO -TIP) GLASS TYPE : A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16 )y FTL-1 B. 7/16 I TED GLASS (3/16"HS, .090, 3/16HS) FTL-3f C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAM[ (3/16A, .090, 3/16" HS) FTL-3f D. 1 1/16" LAW I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3f WINDOW GLASS �-WIND-QW "Y" DIMENSION DIM. TYPE 28.500 34.000 JF- :39'500-/ 45.000 46.500 48.000 �49�OQ0) ,B,C,D +80.0 -80.0 +80.0 -80.0 !±8070 ,^ T�`8030 +g0.0 80.0 +80.0 -80.0 +80.0 80.0 AREA 9.70 SQ.FT. 11.67 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +g0.0 $O.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +BO,p 80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SO. FT. 65.500 A,B,C,D +80.0 80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -807 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 F -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SO. FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 77.3 +75.8 -75.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 1 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B, D +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 1 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 1 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 1 31.00 SO. FT. 1 3200.SOFT PRODUCT RENEWED . mmplyia{ wlih the Florida Baidlac Cade AccepNo Ecpimlaaorouo 14 MWB�A DFrl9aa ' REVISED `wUb Me F7oAda NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. I��p✓ 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. 1070TECFAIOLOGYDRNE FL 3427S121IW3 a.opaar FLANGED UNIT DESIGN PRESSURES ALUMINUM 0.�: 4/4A)7 B UPDATE DESIGN PRESSURES PER ASTM E1300.02ANONOTES. CLEANUPTABLE1DESCRIPWNAND HEADINGS.NOKOMIS, A CHANGENOTE1AIVCHORINGWITH#12SCREW3 P.O. SOX1629 NOKOMIS, FL 34274 PICTURE WINDOW, IMPACT eA�� P� PE #39712 m 7114103 C wBy LM e- Vfaibly Better PW-701 NTS �"" 5 s 12 011p"' 4259 1 B yy„ab„w TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16'A, .090, 3/16HS) FTL-3835 B. 7/16' LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL-3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 1 -80.0 +80.0 80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 A,B,C,D +80.0 80.0 +80.0 -80.0 +80.0 T-80.0 +80.0 1 -80.0 +80.0 80.0 +80.0 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 A,B,C,D +80.0 1 -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.5001--A--- +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 -78.0 RE +76.8 -76.8 B,C,D+80.0 80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 80.0 +80.0 �0.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. 82.000 A +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 T -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SO. FT. 27.33 SO. FT. A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OFA 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. 'O TECHNOLOGYDPJvE INTEGRAL FIN UNIT DESIGN PRESSURE NOKOMIS, FL 34275 r� P.O. Br7X 1529 ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 vwbly Better " am m..e -",- FW-7dt NTS 6 d 12 4259-4 PRODUCT RENEWED u complying with the Rorkin Belding Cale Acccpumcc Nog$- j,y- 10 Expiration Data m By1sL.�a 1 •'.�.sh� Miami Dale Divbloe PRODUCT REV18FD asxomply1ogwithd oirlia Balding Code Aaeptaaoe No - .Ob Mkowulale Eapltatbo � 9 m ftd l Robert L park. P.F- PE #39712 Structural 2.784" OUTSIDE 17 18 21 22 DAYLIGHT OPENING — MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAMPI ALONG ENTIRE JOINT SCREWED CORNER ASST (FLANGE FRAME) MAX. WINDOV HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASST WELD (FLANGE FRAME) ALONG ENTIRE JOINT DA Of 2.784" —1 \1 VERTICAL SECTION WELDED CORNER ASST (FLANGE FRAME) (FLANGE FRAME) >.. 1B7BTECHNaLocroanrE SECTIONS & CORNERASS'Y, FLANGES 4/4i07 B NOCHANOETHIS SHEET NOKOMIS,FL34278 ALUMINUM PICTURE WINDOW, IMPACT 12115W A NO CHANGE THIS SHEET P.O. BOX 15T9 7/14/03 t y o w NOKOMIS, h136T7d Visibly Better 1 _ I'!AL 7 m i2 1— �,. 425" PRODUCT KFNEIVED as tomplyi.r. -ith the Florida D"Idiag Cade Aaxptaaca NoO&-ltl Z• /0 E:plmtio" Date 2 1,(f jq Dy I�m1- Miami Dda Divhioo RODUCT REVISED ttompbiv2* tderddh oidiog Code «ep>saeno 7 041s.nG. aaingoe mte ut L peek P.E. PE #39712 Shumtutal 1 2.784n ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW WIDTH — ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (IN I tUKAL I —IN I"KAIVIt) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) 414 f010TECHNOLOGY775 4/4N7 B NO CHANGE THIS SHEET HO(OMIS, FL 94275 vM1 NO P.O. BOX 1519 Clay m ar CHANGE THIS SHEET NOKOMIS, ft 3927/ Visibly Better 7114103 MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING INSIDE PRODUCTRENEWED as rnmplyivg with the Flarida Buiding coda Amptanaa No�j1 f7 • �O Es -d- Miam Dodd' Diviafan PRODUCTREV"D rw AF 11wilh the Fbrma Baidfag Code Expa Aaep�aa No 6 1loa Dater 9 Br ePlt - VERTICAL SECTION NTEGRAL FIN FRAME) SECTIONS, INTEGRAL FIN ALUMINUM PICTURE WINDOW, IMPACT / A L CladL P.E. ' a'"` °i'tlna' 1br PE n9712 Pw.7Br HAL 8 , 121. 4259.4 B smiwral ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED 18 OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3116" HEAT 22 STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED .970" .050" 975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063-T5 DWG NO.4255 41407 .346" ­4 7 .975" .050" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063-T5 DWG NO.4254 I FX 112115✓03 I A I NO CHANGE THIS SHEET I 2.784" 2.500" .062" _ - I _ ITEM 1, INTEGRAL FIN FRAME MAIL: 6063-T5 DWG NO.4256A 1.875" I+- .062" 2.784" ITEM 2, FLANGED FRAME MAIL: 6063-T5 DWG NO.4253 'B TECHVOLOGYDRIM EXTRUSION PROFILES & PARTS LIST NOKOMI9, FL 34275 �ALT� P.O. BOX 1529 UM/NUM_PICTURE WINDOW, IMPACT NOXOMIS, FL 34274 UGtb& Betur f lIAL 9 d 12 � 4259-4 PRODuCa ki•:,i4W9a u 1--ptlin with t"! 21"r.ft Buidinp Gde Acceptnnn N"G��%tr F.:11p{ntioo Date 11 `7 Byl%(4G1 \ . LI.MNS.. bumdom& Dimon" PRODUCT REV4SED m eowpwft with the FIWWA Scot 106 �/zl k7 Pe PE #39712 Structunt ,131" DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. 1 /4' MAX. SHIM T 1 3/8" MIN. ®EMBEDMENT WOOD BUCK OR FRAMING —r INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) r1/4" MAX. 1 SHIM SE 1 FOR Q: EMBEDMENT® ® 3.5 KSI MIN. CONCRETE FLANGED'DETAIL. D-(SILLY NR__) WOOD ANCHOR (SEE NOTE 2) INTEGRAL FIN DETAIL B 1/4" MAX. SHIM 1 3/8" MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) FLANGED DETAIL C SEE NOTE 1 FOR ® EMBEDMENT.'..'..a •- CONCRETE ANCHOR (SEE NOTE 1) 1/4" MAX. T}� SHIM I ~�L= lx WOOD BUCK (SEE NOTE 3) •IT 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU WOOD ANCHOR (SEE NOTE 2) 1/4" MAX. T� SHIM T 2x WOOD BUCK (SEE NOTE 3) PRODUCT HervtiaD -s plyin9-111%fkR lid. Buldlag Cad. Atnpl... N. aft-Il 12•tb E.pinlim Dwf 7 m k2a l LI By Sla4 a at- mawlD�e t(116t DMd"n NOTES: ® ntQDUCrREVMD 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" aw cwt" NO 069 MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4' MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE '°' DM EDGE IS 1 3/4" MIN. Vf 11. 1s\8 es 2. FOR WOOD APPLICATIONS USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. ^oda°C0"'°' 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. W. l070TECM1?LloL 171VE NOKOMfSfL 34276ftw°"` P.O. BOX 1629 NOKOMIS, f13IZ7d ANCHORAGE -HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT �R�LClads, P.E. PE S39712 structural - F.K O114 4/IiD7 B REVISE AND UPOATEANCNORAGEPER CURRENTFBC F.K 1?HS�03 A CFt4NGENOTE 1AND FASTENER SPACING F.K 0m - 7/14W a."m" aft [?srbly Better s.r.�mert PW--7B1 ' NTS ' 10 s 12 a'�°"" 4259-4 B TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE p WINDOW "Y" DIMENSION WIND. z 0. 15.0' 20.0' 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5' 48.0" ¢ 1.,2.,4. 1.,2.,4. 1.,2.,T 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1 1. 1 2. 4. 1. 1 2. 1 4. 1. 2. 4. DIM. X Y X I Y I X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y O.C."J IO ry E! °� o t0 m N l0 m ` m m e 0;:mrmmP5cn r O "'ld'o OO to Z5 tD Z� co toOIb rmrmrm-m-m.`-mNmNmNC4 N a2NIONQOO49.0' N r N N O N r W N r O N r N r r N r r N r r r N r r r N r r N r r r N r r Nrr r 54.5" O.C.1O ry m O m h N '� ` m m Inrrnrtr`J�rinminminmu.rinrmrtn�ti��In.=I�NInNInN r W r co m 10 O fD O rD `0 W O O N m N O N O O O O n O O r N r O r co O r O r O r O r r 0 �- to O r O O O O r r O r r O r r O r r r O r r r O r r p r r r p r r p r '- 60.0" O.C. "N.. N 'N.. Or N r m 0) 'N„ �' N r N r N r t0 m N r t0 m N r O m t0 tO r N r W r� r r r m N N N W to IO r r t0 r N O O O O O 0 O O O 65.5' O.C. N ry r a O a m N r a m \ "- 7 to O a m r g M r v tq r V P7 O a m (D v M r t7 r M N R m N V ch N r^ N v m N m N r r r r r r m W r m Ql r m Of t0 r O r r ep r 71.0" O.C. tD 1 ID o O = r t� m O m W O mrmr�rr.m�tynnrmr�rnrmrn�nNmNt:N tD O IfejO O O O O tD m [D ry O= e`p N O r? m n C.,O '- O OJ r W to O O r '- to 76.5" O.C.m r m o to r m r m mrmrmr r 'p r 'R "- " O rmrt�r m V m m r r r r 7 N \ rNtJNrN ` O n 0 O N O pp 0 O O p C) 0 O O O O O O O O 0 er- O rn r p r 0 "- 82.0' O.C. to N tD to N �- to Q O rn to ID O p (D m O O m12 r O m V fO o .p m N O ��m N: N o,N�N O C mN 0 O 0 0 00 m t0 t0 t0 tD tp t^ t0 t0 0 O O 1 N ID N t0 f0 87.5" O.C.`n r N p W r uJ ` r 0rvJrT nmtnmt�rmfi���r=��r�r�rnt"�t'�t" N n N N cm N O N O r N r O O 0, N r to O 0coO O CO r O � W � OD r O r m r 93.0" Q.C. !D n ry IO n O O In N [O CJ ,Q O iJ 1!?2 O r dco n h N to O O W O O co O p ry N- N N r N OJ r r N r k to 11!21 N O O N O tO N N N ID N O N fO Nr O O r 0 0 0 f0 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: „Y MAX. ON -CENTER (O.C.) -X' AND'Y' DIMENSION FROM TABLE 3 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) DIM. MAX. 8112" FROM CORNERS L 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: I "X" DIM. FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE. NOT EXCEEDING 81/2' FROM ANY CORNER. 44N7 NOKOMIS, FL 34275 rrk PO eox 1m ALUMINUM PICTURE WINDOW, IMPAC NOKOMIS, FL 3Wl Yttibly Better PW-701 NTs 1 11 d 12 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4' ELCO TAPCON 4. 1/4" ELCO SS4 CRETEFLEX 5.5/16" ELCO TAPCON PRODUCT RENEWED V0IPIYI-9 with Ihr Florida reg Cale AeetDtaeee No EtPlral"e Date I qo 1 ❑. Dy a a 7 N1arlDeda DMaloa rFawcrkvasm ucmpbftwmtkrk Fade 09 Dade Pt"d"t1 Ceerr"1 Robert L park, P.E. PEY39712 structural TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE O WINDOW "Y" DIMENSION WIND. z a 15.0" 20.0" 25.0" 28.5" 30.0' 34.0" �39.•5'� 45.0" 46.5' "X' ¢ 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y ►Y$ X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y O.C. m N r m o m m N r m m N z r zr .- m` m a r m m ` r =0 co a` M r m m m m m m n d. r m m m m n m m` r m m N m r a r m m N m m N yr_ . V n N to N 0, m m O7 rn N rn m r N r n m• N r m rn eN- m w r m eN- eN- r r m N r N r r n n N r N r 54.5° O.C. GO N m O m u� N r m N m m N m I�f N m in r m Iq N m j m In m m In m m. a m In m In r m m m N N r m lA N m m I( N m N O r O O m O O m O m m O O O m '- O `- O r m D) o o m m n co o r r n ao 60.0" O.C. N N N O m n' N N N m In v N v m in m N 0) m N r N T m m N m N m W. rr a m In N eD n m N m In r N n m N N N r rn m rn m m rn CD r 07 o m m rn m m rn m n rn M M O m tq ui °' M r m V m f0 a M ro m a m v m m r m? z m N co N 65.5" O.C. O n O O m O N r m m O m In r' m rn O o r r O r 0 r r n rA O r w O W r' m m 0 O r r m m O r O r r m n 0 O 71.0" O.C. m N o m n N N n rn r o O n r r m m m m m r m m r m m O m 7 r m °" rn m 'a m n N r m rn 1 m n Pj r n 0) m N m W m r; m m r Or °� O) 01 m m m m m w m r m - '0, N m o m N '•! m N � � � Zvi d.�_ m�mm`'mmm� = = _ � ,, N gym_ m '` m�___NmNI 76.5" D.C. o n o o m o N o m o m W mmC) o o o n rn o rn o aI m m rn o m m m c r m n rn r o 6Z.U" O.C. co t`I rD _ O IDr� N m N 7 v m a g 0` `° m m r n 0 m r O r m m m N g M N fO N m a a r m N oo ao m m _ n _ 0) rn o m m m m m u7 n m 1[) O' '_ In r r 'rm Lr1 r b ' r m n m m m m` m - m m m m N m N m v rN mIq I N 87.5' O.C. mNmm m n O r m O) I�dv m m m O) m m m m m m D1 m nm m 93.0' O.C. m m m m m m lio m M 1'0 r ` r rn m In m m ,n rn r In �� r rn Ir'cm n o m m m m n m o rn m m m ,� m r m n O. C.N N m NF Nr �° m No N N N96.0' m mn N N N n rn mN CD m� fNO amr Dmr mmr m� 0)m mN m n m NOTES: T_ 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: YG MAX. ON -CENTER (D.C.)'X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) DIM. MAX. 81/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: L I "X" DIM. -� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2' FROM ANY CORNER. 10TECNNOLOGVDRNE ANCHORAGE, CONCRETE NOKOMIS, FL Sw5 P.O. Boxrsn ALUMINUM PICTURE WINE NOKOMIS, FL 31274 Vttlbly Better 611 1 r NTS ''1 Pw-7o12 s f2 42593 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) �� 1 • • _gPCO 4. 1/4" ELCO SS4 CRETEFI 5.5/16" ELCO TAPCON MDUCT RF.RkwEn ssesmpbinq rrllh Inv r1e119s Bmwn(Cede A_"GumNs08-1112• ID 6spintlos w7 y q By 1pIlBssett• aCawa F7lehtos !ADDUCT REVISED ssmapbylsgaith He FlorMs Bumbiscode t we a9 1'7ywwfgR4l riz rzlli�j PE 039712 smucww