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WS-06-2120Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 05, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 335 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP 0 Permit Type: Windows/Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135211 Phone: 305 -754 -2700 Building Department Comments February 04, 2009 Page 1 of 1 c‘ CO Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 24461. Alip anels must be installed NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING pCIEETM PERMIT APPLICATION La AUG 1 0 MI6 FBC 2004 B Ye Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simp = Titleholde Owner's Address `I 2. 5 I City � S State Teitant/Lessee Name 8 I1MW, rMcu 3 :0 4 el i- dc° Permit No. W C(o -2-12-C) ster Permit No. Mechanical Roofing 0 H6 � Z Phone # 3� .� { 9 2— a 4 k Zip I o' Phone # Job Address (where the work is being done) S. E 0 1 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO l"1.t a. -, S I 1i,,,. Contractor's Company Name -GE Contractor's Address 70 5 M( I. 3C) S City 1\1 \in N , . r State r t . Zip I G.. C Qualifier Name G (� W j; do o eA r j :.2-te.- z Phone # 5 9 S. e 2t 4 . 2 z 4 State Certificate or Registration Nod G (D G 0 S -i-- ® R- SCertificate of Competency No. Zip 3 JL g s tr u .ttex—z Phone # 3�S.g -1 -16, Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I' 4 Type of Work: ❑Addition Describe Work: S,� vr� ['Alteration Square / Linear Footage Of Work: 5 ew J Repair/Replace ❑ Demolition Z 4 r—s 0 * * * * * * * * * * * * * * * * ** * * * * * * ** *.liftrearr.Fe ittljtd, Submittal Fee $ Permit Fee $3/Q *O/D :j4 CF $ ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radpn $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Zoning $ Total Fee Now Due $ 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 der the building permit is issued In the absence of such posted notice, the inspection will not be approve reinspection fee will be charged Signature Owner or Agent The fore oing instrument was acknowledg befor day of M who is personall known to me or who has produced me this iC) NOTARY Sign: Print: As identification and who did take an oath. My Co . . ission Exp £Vth Expires: J32() Mtn Atlantic 'Print: Signature Contractor The foregoing instrument was acknowledged before me this 15 day of 40,51- , 20 cc , by C I if udt o -4d/xtlp7 who is personally known to me or who has produced f/ /.iD,1 .0 tic (mil 7641.0 v as identification and who did take an oath. NOTARY PUBLIC: i .. ---- :e. "? ... 4!' My Commission 's, ': ',, * * * * * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning • 1 111111 1111 11111 1 111 1 11111 11111 11111 1111 II II eta NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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. C1744 2006W)9a a3E28 DR 8I; 24838 F's 0772; (fps ) RECORDED 0S/21/2006 09:39:01 HARVEY RUVIH9 CLERK OF COURT MIAMI -DADE COUNTY t FLORIDA LAST F'AGE 1. Legal description of property and street/address: J 55 "LIE--• I O 1 pi, e 91,5, c2• 33l3g 2. Description of improvement: /� VE.)0 _e PDUD 1)0 5 3. Owner(s) name and address: P��0 . ale -dthA �tZ 26 / , 7)+ /V/ r OLIOR65 Interest in property: 814 1n. L Name and address of fee simple titleholder: 4. Contractor's name and address: /1 /•M/ 54y111 CON5 -S e -nrY`S WO' `ice k 3 (o 5. Surety: (Payment bond required by owner frolATtrtfcR OUNTY OF DADS Name and address: I HEREBY CERTIFY that this is a true opy or the Amount of bond $ 6. Lender's name and address: otl ,� WITNESS my hand and HARVEY RUVIN, CLERK, of Cm* end Co Icyy 7. Persons within the state of Florida designated by Owner upon whom notices o provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: other documents may be served as 06 f- .OT 331 (o r 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 Statutes. 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 i ed) Signature rOwne ®,, Print Owner's Name 66010 5- I.4J Z Sworn to and subscribed before me this Al day of iiu-6-r Notary Public Print Notary s ∎• = me "-1,/ My commission expires: e� 12301 -52 PAGE 4 8/02 20 ee MAYUN Y. MAURO Prepared by f i y)i 5 D MYe&D Address: V0,5"- x-FE- /34 NO Ft— 33/ (o/ ��Pas RortNeO tno NNNN N Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: q Z, A) E--12. s i Permit No.06 .- Z/ Z4?). Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact Ill or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF ( -) PSF ( +) PSF ( -) PSF (AJ; vt at e9 .�j X 2 ®a= ® 313 ®1, ® S& I%0 2.62 / 5 X e. 5 /e. s CI el! koz.i.®emu ®2.01%.10 s t' - SR-Z. 5N)<3, e _ s y Isi o IJk o 'L01,40142 � O a. ©� 1 IA ® l@ 4. L1 ®.1 112. X 6 e.. s 0 0 ilk 1,11 tA9f . .or...., ® 24®31 «_ 1® (v, -1-1.x7 a e X 51 Se 5 ni- 0101 • C PI tee. «e. .4. r a. .,c (.c �. U.,r ® 02.- 0311a10 S g5 1°5X 51 ye..s < t i1/4/No c z 14, cve ..< Q�._ -i uJ k o2 1 No t o 5 4.4440 �g g S 1 yew 5 Ii• o 0® 10 l4£.9 w.4.® o2 0 03 l Nom, ® 5 4p _Ito - a. 34. X 31 e> a (iPQ &ha I 1 U-9 ,®� 02.-G.110% 01 S --ski' � � A Co G s Nik 12, S e_ ht- t z A► 9s o 1 Z 2. N o 01 t® Gev 3-441-.54 8® e s }/mss Ads- 1 Da ®r 024.0 2.44 c i &.:3 ®to o 4.2.x ICc ye -s )� /IA ;4 5 LI i-4.. O m1L2' -c, 1 ca -170 3 Xic' e.5 5 le- yes , e� X 51 Ls t0; ®..4.9 X 3 ®ZA®3INo1®5 P O - 4701 3 2 X ® erz. 3 ('.J t L, L'' 0•11-020a.<71 t ltui-:., ..e:, p2,- .c.3('.,10 5 (EA t .0 313 .4.2-3° a.s Nye c. le tA) ...e40 ®Z ®®‘..1 ® $ - 110.E .38 1< 1 ye. 5 �� KM 1'V R.9-: �� 02 vI I �u�s . SC -44 -� 56 -4.4 -10 -R __ x s r X s ( ye-s y e.. , 0. ® Aid-e, ii. ep 20 (j i.ed4Leo,.a:3 40 2_r011 ..1 ® 2. L ust1- ...,.+..0 0 a)2.,41, 3 % „I® 4 tic -4 3 2 X 'N '7 ye- s «p .. _ • 00 00 . • • • • • • • • • . n AIM 1 n *Inc II ID{o sY:N‘6' ()�,-212o • • .•• • • .•.• ••• • • • • • • • • • •. • • • • • • • • • • • • • •• .• • • •• •:. :' • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GOS-% z (2.0 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 High Velocity Hurricane • 4Zone of ft►�Plorida.Building Code. • DESCRIP'iION: St ies•"6W' Outswing Aluminum Casement Window mulled to Fixed Window APPRj L DOt• NT: Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 • •throu 12.of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/11/03, signed and sealed by Lucas • A. Turner, Pr.E., beesing.tke Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number gpd ppro yalrlat s by the Miami -Dade County Product Control Division. ▪ ,1VIISSI�E IMPACT RATING: None ▪ LAVING: Eaah.tiutit shall bear a permanent label with the manufacturer's name or logo, city, state and foollowhi Statemegt: ;'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENI AL of this• NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: April 24, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -9, titled "Aluminum Casement Window, Non - Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 12/12/02 with revision on 3/13/03, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of a single hung/fixed vinyl window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 02123 dated 10/3/02, signed and sealed by Joseph A. Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated • • • • 3/12/03, signed and sealed by Lucas A. Turner, P.E. • ▪ •••• • .. • D. >IATERIAL CERTIFICATIONS • 1. mule; • • •••• •• .• E. • • • •STATkt NTS • • •Sidtbment letter of conformance, dated 12/11/02, signed and sealed by Lucas A. • • . • jp r, P.E. • • .2. . Statement letter of no financial interest, dated 12/11/02, signed and sealed by Wa • • • • • • • • • • ; Iiuoas A. Turner, P.E. • g. Labdratory compliance letter for Test Report no. FTL 02123, issued by •••••-• • Fenestration Testing Laboratory, Inc., dated 11/5/02, signed and sealed by Joseph A. Chan, P.E. 4. Letter from Lucas A. Turner, P.E., dated 03/18/03, responding to the information requested on 03/27/03. F. OTHER 1. Letter from the consultant stating that the product complies with the Florida Building Code (FBC) /c'Lrr 4r7.16-46°42e Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1219.05 Expiration Date: April 24, 2008 Approval Date: Apr1124, 2003 E -1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • - • • • • • • • • • • • • • • • c • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • •• ••• •• 3. DESIGN PRESSURE RATINGS / COMP6RAS?IYE 14 NALI.SI5TT/i9LES! A. NEGATIVE DESIGN LOADS BASED ONS'EgTaD QRFS JIjf AND • GLASS TABLES ASTM E 1300 -98 LAND AVM E9300194•OliT€ID6 • MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "X X° CONFIGURATIONS SEE SHEET 5. F. FOR "XOX" & "0° CONFIGURATIONS SEE SHEET 8. G. FOR 1.44 "XOX" &'XO" OR "OX" CONFIGURATIONS SEE SHEET 7. H. FOR UNEQUAL LITE °XOX, °XO" & "OX" CONFIGURATIONS SEE SHEET 8. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (ALSO SEE SHTS. 2, 3 & 12) HEAD & SILL: MAX. 4" FROM CORNERS' MAX. 4° & 7° ON EACH SIDE OF MEETING RAILS MAX. 141/2° SPACING ON VENTS MAX. 13' SPACING ON FIXED LITE (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN NOTE: FOR GLAZING OPTIONS A, C, AND D, #12 SCREWS OR 3/16" TAPCONS MAY BE USED. FOR GLAZING OPTION B, #14 SCREWS OR 1/4° TAPCONS ARE REQUIRED TO ACHIEVE THE DESIGN PRESSURES SHOWN IN THE TABLES. IF USING #12 SCREWS OR 3/16° TAPCONS WITH GLAZING OPTION B, THEN THE ALLOWABLE DESIGN PRESSURES ARE LIMITED TO THOSE GIVEN IN THE RESPECTIVE TABLES FOR GLAZING OPTION C. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3579, FTL -3581, FTL -3583, FTL- 3584, FTL -3585, FTL -3586, FTL -3588, FTL -3590 & FTL -3591. x 0 x UNtUUAL U I to 0 x UNEQUAL LITES 1/8" ANNEALED (DSB), 3/16' ANNEALED OR 3/16" TEMPERED GLASS L,UPQVtI 1.4.11,10 I r"U%r 1 IUw l u EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 .650° NOM. [GLASS BITE Q fill 111 0 1/8" OR 3/16" GLAZING DETAIL 1/2" I.G. GLASS (118 °A,1l4.3PACE,118 °A) .650" NOM. [GLASS BITE 1/2° I.G. GLAZIN DETAIL ApatePPIOV:.5tecode n*ISMS. the NOAB +F:aL':{tF Rwb F.K. RP* n" FR 311/03 A REVISE ANCHORAGE NOTE 4 Son ;I Ratter Ammar •+a en 6,"° F.K 12/12/02 *wad en 1070 1FCAVOLOGYOR1VE NOKOt4t8, FL 34278 P.O. SQX 1878 NOKO178, FL 34274 Visibly Better NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT ea"+ba" e� se,e CA-040 NTS 1 a I2 Daft 7045 -9 Lome A. Turner, P.E. PE 088201 Ararrumloal 1 1/2 "—I .\ JUIJ 3° MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • •• • • 4" MAX. •• • ••• • •• • • • • • •• • • • • • • • • • • •• •• / SEE MID-SPAN ANCHOR DETAIL TYP. (2) r 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 00t+f1UK VC 1 AIL TYP. (2) 13' MAX. C 4° MAX 4" MAX. —0-1 L 134° MAX. WIDTH 53° MAX. 30" MAX. DAYLIGHT r DAYLIGHT OPENING I OPENING SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. 4" MAX. t 4" MAX. X SEE MEETING RAIL DETAIL TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT \ / 141/2" MAX. O.C. TYP. ELEVATION °B" - 63" HIGH "XI(' (SEE SHEET 5 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1`— 13" MAX. O.C. -1+- -0- \ 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37° MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) . -- VENT TYP. ELEVATION "A" - 63° HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) Approved meer pq$hg with the Merida liWhreCede arec�•ehd A REYISEANOW0RAOE R R1c 12112102 1&2ux 20 1070 TEO iNOLOGYDRIVE NOKOW.. 71. 24272 P.O. SQK 1020 NOKOMIS, PL 34274 Pc ,T Viably Bauer 1CX" & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON- IMPAC1I 2 d 12 Acrd" — 7045 -9 A 3/ 7 Lucas A Turner, P.E. PE 4188201 Menhentoel ) / X SEE MEETING RAIL DETAIL TYP. (2) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT \ / 141/2" MAX. O.C. TYP. ELEVATION °B" - 63" HIGH "XI(' (SEE SHEET 5 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 1`— 13" MAX. O.C. -1+- -0- \ 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 37° MAX. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) . -- VENT TYP. ELEVATION "A" - 63° HIGH "XOX" (SEE SHEETS 6, 7 & 8 FOR PRESSURES) Approved meer pq$hg with the Merida liWhreCede arec�•ehd A REYISEANOW0RAOE R R1c 12112102 1&2ux 20 1070 TEO iNOLOGYDRIVE NOKOW.. 71. 24272 P.O. SQK 1020 NOKOMIS, PL 34274 Pc ,T Viably Bauer 1CX" & %COX" ELEVATIONS ALUMINUM CASEMENT WINDOW, NON- IMPAC1I 2 d 12 Acrd" — 7045 -9 A 3/ 7 Lucas A Turner, P.E. PE 4188201 Menhentoel • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT • • • • • • • • • • • • • • •• • • • DAA IG OPENING • • •• • • as • • • • • • • • • • ••• • 3r MAX. WIDTH Jr MAX. • •4AYLIGHT • OP ING SEE MID -SPAN • Cm •.• • DEiAI • • '�H�' Z • • (2l • • 72° MAX. HEIGHT I. .� 4 I-- MAX O.C. 141/2" ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID-SPAN ANCHOR DETAIL SHT, 2 TYP. (2) 14 1/2° MAX. O.C. VENT HEAD & SILL ONLY 13° MAX O.C. 56° MAX DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 63" MAX. HEIGHT 4" MAX L I 141/2' 4" MAX, -�+ MAX. O.C. ELEVATION "D° - 63° HIGH "X" (SEE SHEET 4 FOR PRESSURES) 97° MAX. WIDTH 30" MAX. 53' MAX. DAYUGHT OPENING DAYLIGHT OPENING 13" MAX O.C. 60" MAX. WIDTH - 53" MAX. DAYLIGHT OPENING 56° MAX. DAYLIGHT OPENING 63" MAX. HEIGHT I- 4" MAX. 4° MAX. - -I 4+- ELEVATION °E° - 63° HIGH "0" (SEE SHEET 6 FOR PRESSURES) MAX. O.C. 13° MAX, O.C. 56" MAX. DAYLIGHT OPENING 4" MAX I II I.. `I. � I .1 4 MAX` `� t / -x-13" MAX. O.C. ° 37° MAX. VENT 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) MAX. H EIGHT SEE MEETING HEIGHT RAIL DETAIL SHT. 2 TYP. (2) ELEVATION "F" - 63" HIGH °XO" & "OX" CUSTOM (SEE SHEET 8 FOR PRESSURES) �Rl n..10T FX bobe SH311 ten a A REYISEANCHORAGE/ surd tat liatd are Wriia• a. Oren Osho 12/12/02 *Wad Or •ue 1070 TECHNOLOGY DANE NOK0303, FL 34275 P.a8QX 1513 Ndf0889, FL 30274 BGT Visibly Better Owildiar 0° "XO" & "OX' ELEVATIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT sadogable CA-040 AfTS sew 3 m 12 I 7045-9 I A 3A�/03 Lucas A Tumor, P.O. PE #88201 Mechanical • •• • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• - COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3579, FTL- 3581, FTL -3585, FTL -3586, FTL -3590, FTL -3591 GLAZING OPTIOIIIS:■ • - • A. 331$" AIJ E14LED _ • 8..3/16" TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 118" ANNEALED) 7C" WIDTH ■ • • • • HEIGHT 28.000 31.000 ' '88.E00. 38.375 • ; 43.04) Z :481:00 NEG POS 50.625 54.000 57.000 60.000 63.000 66.000 89.000 72.000 NEG POS NEG POS t1EG POS NEV ¶'OS•NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 A -120.0 76.7 -120.0 78.7 -120.0 78.7 -1f9.5 76.7 -112.0 76.7 -97.5 76.7 -91.3 76.7 -84.3 76.7 -79.0 76.7 -74.3 74.3 -70.1 70.1 -86.4 66.4 -63.1 63.1 -60.0 60.0 B -210.0 76.7 -210.0 78.7 -210.0 76.7 -210.0 78.7 -210.0 76.7 -210.0 76.7 -205.4 76.7 -189.8 76.7 -177.8 76.7 -167.2 76.7 -157.8 76.7 -149.4 78.7 -141.9 76.7 -135.1 76.7 C -135.0 76.7 -135.0 78.7 -186.6 1.7,113 ,76.7 -i231V ..8816 I/6 .77.1A2.0 76.7 • -76.2 76.7 '76.2 -104.8 -71.1 76.7 71.1 -98.9 -71.1 78.7 71.1 -90.7 -66.4 78.7 66.4 -85.3 -62.2 76.7 62.2 -80.6 -58.6 76.7 58.8 -66.4 -55.3 68.4 55.3 -63.1 -52.4 63.1 52.4 -60.0 -49.8 60.0 49.8 24.000 A -95.1 76.7 -95.1 78.7 -93.1 711.?' - 945.1'7617 B -210.0 76.7 -210.0 76.7 -210.5 76.7r210.0.76if s19Q2 76.7 -'11.5 78.7 -180.0 76.7 -180.0 78.7 -149.3 76.7 -140.0 78.7 -131.8 78.7 -124.4 76.7 -117.9 78.7 -112.0 76.7 C -118.8 76.7 -118.8 76.7 -1118.1 78.7' 1001) 76'.7 •-894 96.1:' -75.9 75.9 -70.7 70.7 -87.6 87.6 - 84.8 64.8 -81.1 61.1 -58.8 58.8 -55.3 55.3 -52.4 52.4 -49.8 49.8 46.0 26.500 A -78.0 76.7 -78.0 78.7 -78.0 76.7 -78.0 78.7 -78.0 78.7 -71.5 71.4 - 68.5 66.4 -61.0 60.9 - 58.3 58.3 -57.9 57.9 - 54.4 54.4 -51.3 51.3 -48.5 48.5 -48.0 B -175.5 76.7 -175.5 78.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -160.9 76.7 -149.8 76.7 -137.2 76.7 -131.2 76.7 -130.2 76.7 -122.3 76.7 -115.4 76.7 -109.2 76.7 -103.6 76.7 C -97.5 76.7 -97.5 78.7 -97.5 76.7 -94.4 76.7 -82.5 78.7. -71.1 71.1 - 66.6 66.6 -60.9 80.9 -55.5 55.5 -51.5 51.5 -49.6 49.6 -47.5 47.5 -45.7 45.7 -44.5 44.5 41.9 30.000 A -61.9 61.9 -80.8 60.8 -60.8 60.8 -80.8 60.8 -60.8 60.8 - 60.8 60.8 - 80.8 60.8 -55.6 55.6 -52.3 52.3 - 48.8 48.8 -45.7 45.7 -45.5 45.5 - 44.2 44.2 -41.9 B -139.4 76.7 -138.9 76.7 -138.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -126.7 76.7 -117.6 76.7 -109.8 76.7 -102.9 76.7 -102.4 76.7 -99.6 78.7 -94.3 73.4 C -77.4 78.7 -76.1 76.1 -76.1 76.1 -76.1 78.1 -76.1 76.1 -67.9 67.9 - 63.0 63.0 -57.2 57.2 -52.5 52.5 - 48.3 48.3 -45.5 45.5 -42.4 42.4 -40.2 40.2 -38.3 38.3 39.0 70.0 32.000 A - 55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 - 46.7 46.7 -43.8 43.8 -40.0 40.0 -4.0.0 40.0 -39.0 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 -90.0 70.0 -90.0 70.0 -90.0 C - 89.3 89.3 -68.9 66.9 - 68.8 66.8 - 66.8 66.8, -66.8 66.8 - 65.6 65.6 -61.6 61.6 -58.1 56.1 -51.1 51.1 -48.6 48.8 -45.9 45.9 -40.0 40.0 -39.3 39.3 -36.2 36.2 34.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 Approved as eompyl1I wilb du Ewe NoAY.Y45t�L'7A B -112.8 76.7 -107.4 76.7 -108.6 76.7 -106.6 76.7 -106.6 76.7 -108.6 78.7 -108.6 76.7 -108.6 78.7 -106.8 76.7 -101.4 76.7 -94.7 73.7 C -62.7 62.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 .-46.2 46.2' 38.000 A - 45.8 45.8 - 43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 � By C - 57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 37.000 A - 43.9 43.9 -41.1 41.1 - 40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 5 -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 54.8 54.8 -51.4 51.4 -50.0 50.0_ -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 - 50.0 50.0 -50.0 50.0 - 48.1 48.1 -45.2 45.2 COMPARATIVE ANALYSIS TABLE 2. "X" WINDOWS TEST REPORT: FTL -3588 GLAZING OPTION: D. 1/8" ANNEALED "X" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.825 54.000 57.000 60.000 83.000 ' NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS NEG POS 19.125 D -57.8 57.6 - 57.6 57.8 -57.6 57.6 -57.6 57.6 -57.6 57.8 -53.8 53.8 -50.4 50.4 -46.5 46.5 113.6 43.8 -41.0 41.0 -38.7 38.7 21.500 D -45.6 45.6 -45.6 45.6 -45.8 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -42.5 42.5 -39.8 39.8 -37.4 37.4 -35.2 35.2 24.000 D - 38.6 38.6 -36.6 38.6 -36.6 38.6 -38.6 36.6 -38.6 36.6 -38.6 36.6 -38.6 38.6 -36.8 36.6 - 35.9 35.9 -33.9 33.9 -32.3 32.3 28.500 D -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -28.7 28.7 -27.5 27.5 X 5/(.4)3 Lucas A Tumor, P.E. PE 488201 Maolu,ryoal PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. rawer, FJC n.e" 311 RMWa A ADDED NOTE 1070NO7ENCOHd10119 O LFL OO 42O7R B P.O. BQ 1639 NarCOW9, FL 34274 FIP aeoroaa. PRESSURES - X CONFIC3. WINDOWS TM ALUMINUM CASEMENT WINDOW, NON-IMPACT ad" ttawdBy Wear Sower F.K. eve. 1?/11N2 awcre6P o m: I Vtrrbly Rester Name* G1610 NTS 4 a 12 a..avw 7045 -9 a. A • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3579, FTL -3590, FTL3591 GLAZING OPTIONS: A. 34,16 "•AIWLED_ ■ • •B. 3/16" XEMPWED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XX" WIDTH ' - • • • - - •, HEIGHT • • 26.000 31.000.1 • 38.090 38.36.5 ; 4.10(1) •48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG" POS NEG POS NEG'POS•IsTEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 A -120.0 76.7 ' -120.0 78.7 -120.0 76.7 -120.0 76.7 -105.5 76.7 -91.9 76.7 -86.0 76.7 -79.6 76.7 -74.6 '74.6 -70.1 70.1 - 66.2 66.2 B -210.0 76.7 -210.0 76.7 -210 76.7 -210.0 76.7 -210.0 76.7 -206.7 76.7 -193.6 76.7 -179.0 76.7 -167.7 76.7 -157.8 76.7 -149.0 76.7 C -135.0 76.7 -135.0 76.7 x135.0 7617 -A 35.0 .' J - :31'.9 76Y -114.8 76.7 -107.6 76.7 -99.4 76.7 -93.2 76.7 -87.7 76.7 -82.8 76.7 43.000 A -118.5 76.7 -118.5 76.7 - 1.16.5 T67 4149:r V95.0 7a.7 -82.2 76.7 -76.8 76.7 -70.8 70.8 -66.2 66.2 -622 82.2 -58.6 ' 58.6 B -210.0 76.7 -210.0 76.7 -20.0 6:7 *IMO : 6.•9 - 10.0 76.F -185.0 76.7 -172.8 76.7 -159.4 76.7 -149.0 76.7 -139.9 76.7 -131.9 76.7 C -135.0 76.7 -135.0 76.7 -119.3 76.7 -110.4 76.7 -$? 5 r/0.7 -88.7 76.7 -85.9 78.7 -84.0 76.7 -82.4 76.7 -77.7 76.7 -73.3 73.3 48.000 A -95.1 76.7 -95.1 76.7 -95.1 76.7 -95.1 76.7 -88.5 78.1 -78.2 76.2 -71.0 71.0 - 65.3 65.3 -61.0 61.0 -572 57.2 -53.8 53.8 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -199.2 76.7 -171.5 76.7 -159.9 76.7 -147.0 76.7 -137.2 78.7 -128.6 76.7 -121.1 76.7 C -118.8 76.7 -118.8 76.7 -109.1 76.7 -100.0 78.7 -85.4 76.7 -75.9 75.9 -70.7 70.7 -67.6 67.6 - 64.6 64.6 -61.1 61.1 -58.8 58.8 53.125 A -77.6 76.7 -77.6 76.7 -77.6 76.7 -77.8 76.7 -77.6 76.7 -71.4 71.4 -66.4 66.4 -60.9 60.9 -56.7 56.7 - 53.1 53.1 -49.9 49.9 B , -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.8 76.7 -174.6 76.7 -160.7 76.7 -149.4 76.7 -137.0 76.7 -127.6 76.7 -119.4 76.7 -112.2 78.7 C -97.1 76.7 -97.0 76.7 -97.0 76.7 -94.3 78.7 -82.4 78.7 -71.0 71.0 - 66.4 66.4 -60.8 60.8 -55.4 55.4 -51.5 51.5 -49.4 49.4 " 57.000 A -67.9 67.9 -67.4 67.4 -67.4 67.4 -67.4 67.4 -87.4 67.4 -67.4 67.4 - 63.5 83.5 - 58.1 58.1 - 54.1 54.1 - 50.5 50.5 -47.4 47.4 B -152.9 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.7 -151.7 76.71-151.7 76.7 -142.9 76.7 -130.8 76.7 -121.6 76.7 -113.6 76.7 -106.7 76.7 C -84.9 76.7 -84.3 78.7 -84.3 76.7 -84.3 76.7 -80.5 76.7 -69.0 69.0 - 84.3 64.3 - 58.6 58.6 -53.7 53.7 -49.5 49.5 -45.8 45.8 60.000 A -61.9 61.9 -60.8 60.8 -60.8 60.8 - 60.8 60.8 - 60.8 60.8 -60.8 60.8 -60.8 60.8 - 55.6 55.6 -52.3 52.3 - 48.8 48.8 -45.7 45.7 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -138.9 76.7 -136.9 78.7 -126.7 76.7 -117.6 76.7 - 109.8' 76.7 -102.9 76.7 C -77.4 76.7 -76.1 76.1 -76.1 76.1 -76.1 76.1 -76.1 76.1 -67.9 67.9 -63.0 83.0 -57.2 57.2 -52.5 52.5 - 48.3 48.3 -45.5 45.5 84.000 A -55.4 55.4 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -53.5 53.5 -52.9 52.9 -49.4 49.4 -46.7 46.7 -43.8 43.8 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -112.9 76.7 -105.2 76.7 -98.5 76.6 C -69.3 69.3 -66.9 68.9 -66.8 66.8 -66.8 66.8 - 66.8 66.8 -65.6 65.6 -81.8 61.8 -56.1 56.1 -51.1 51.1 -48.6 48.6 -45.9 45.9 - 68.000 A -50.1 50.1 -47.7 47.7 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.4 47.4 -47.1 47.1 - 44.0 44.0 -41.1 41.1 B -112.8 76.7 -107.4 76.7 -106.6 76.7 -106.8 76.7 -108.6 76.7 -108.6 78.7 -106.6 76.7 -106,6 76.7 -106.8 76.7 -101.4 76.7 -94.7 73.7 C -62.7 82.7 -59.7 59.7 -59.2 59.2 -59.2 59.2 - 59.2 59.2 -59.2 59.2 - 59.2 59.2 -55.7 55.7 -52.1 52.1 -49.0 49.0 - 48.2 48.2 72.000 A -45.8 45.8 -43.1 43.1 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.3 42.3 -42.1 42.1 -39.7 39.7 B -103.0 76.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -91.5 71.1 C -57.2 57.2 -53.9 53.9 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -52.8 52.8 -51.4 51.4 -48.5 48.5 -45.7 45.7 74.000 A -43.9 43.9 -41.1 41.1 - 40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -40.0 40.0 -39.2 39.2 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C - 54.8 54.8 -51.4 51.4 - 50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 - 50.0 50.0 -50.0 50.0 -48.1 48.1 -45.2 45.2 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X X Approvedasempb4 t•e NO ongt/ 1:NW Miami Dada . aat Ca•t of �y Rawer am F,K 3HiAM9 A ADDED NOTE araee: Pouter Nasser Ode edc m.,ex FJG X2/02 sae 10707EOINOLOOrDRIVE NOKOM/L9, FL 91370 P.O. BOX 1529 NOKOIMR, FL 34274 p_ Ga; _r Vi,ib!y Bear PRESSURES -XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT adafflielti C.4610 I N7S J 5 s 12 Im+ew, 7045 -9 A Lucas A Timm P.E. PE 080201 Mechasaal • • ••• • •• •• • • • • •• •• ••. • • • • • • • • • • • • •.• • • • • • • • • • • • • Si . • • • • • • • •• • ••. COMPARATIVE ANALYSIS TABLE 4. "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. 3116" ANNEALED • •B. 3/16" TEMPERED C. 1/2° I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "O" WIDTH "XOX" WIDTH • • • " • •: • • • • • -� HEIGHT 28.000 3�.1., • •36.000 • 88.75' i 4,'i.. •0 48.000 50.625 54.000 57.000 60.000 63.000 - NEG POS NEG• POS �NEG lids' NEG•POS•tteo -•. MEG POS MEG POS NEG POS NEG POS MEG POS MEG POS 36.000 72.000 A -90.3 78.7 -85.0 76.7 -76.1 76.1 -70.7 70.7 -63.2 63.2 - 55.6 55.6 -52.1 52.1 -48.4 48. - 45.3 45.3 -42.1 42.1 - 39.7 39.7 B -210.0 78.7 -210.0 76.7 -210.0 76.7 -210.0 78.7 -210.0 78.7 -183.2 78.7 -169.7 76.7 -155.0 78.7 -143.9 76.7 -134.3 76.7 -125.9 76.7 C -90.3 76.7 -85.0 76r7 •8363 747 48.3 7�.a -69.3 69.3 -61.1 61.1 - 56.6 58.8 -51.7 51.7 -48.0 48.0 -44.844.8 -42.0 42.0 - 37.000 74.000 A -86.5 76.7 -81.0 36.7 s :3.:69.8 68.3 , -Mb b 61.8 - 54.5 54.5 -51.0 51.0 -47.5 47.5 -44.4 44,4 -41.6 `41.8 -39.2 39.2 B -210.0 76.7 -210.0 76° -1,1010 86.8 -280.0 7 I - 21076.7 -180.5 76.7 -167.0 76.7 -152.4 76.7 -141.4 76.7 -131.9 76.7 -123.6 76.7 C -86.5 76.7 -81.0 78.7 0719 70.7 'y/74 724 -68. 68.7 -60.2 60.2 - 55.7 55.7 - 50.8 50.8 -47.1 47.1 - 44.0 44.0 -41.2 41.2 39.500 79.000 A -78.4 76.7 -72.6 72.6 - 68.8 68.8 -66.0 66.0 •S8' 9 58.9 -51.9 51.9' -49.2 49.2 -45.5 45.5 -42.8' 42.8 ' -40.3 X40.3 -37.8 37.8 B -210.0 76.7 -210.0 76.7 -209.3 76.7 -207.6 76.7 -207.5 76.7 -174.6 76.7' -161.2 76.7 -146.7 76.7 -135.9 76.7 -126.5 76.7 -118.4 76.7 C -78.4 76.7 -72.6 72.6 -89.8 69.8 -69.3 89.3 -66.5 66.5 - 58.2 58.2 - 53.7 53.7 - 48.9 48.9 - 45.3 45.3 -42.2 42.2 - 39.5 39.5 42.000 84.000 A -71.6 71.6 -65.7 65.7 - 62.5 62.5 -61.7 61.7 - 58.1 56.1 -50.2-50.i -47.3 47.3 - 44.2 44. -41.5 41.5 -39.1 39.1 -37.3 37.3 B -210.0 76.7 -197.2 78.7 -187.5 76.7 -185.1 76.7 -183.7 76.7 -169.9 76.7 -156.4 76.7 -141.9 76.7 -131.2 76.7 -121.9 76.7 -113.9 76.7 C -71.6 71.6 -65.7 65.7 - 62.5 62.5 -61.7 61.7 -81.2 61.2 - 55.7 55.7 -52.1 52.1 -47.3 47. .43.7 43.7 -40.6 40.6 - 38.0 38.0 36.4 45.000 90.000 A - 64.9 64.9 - 59.0 59.0 - 55.6 55.6 - 54.5 54.5 - -52.8 52.8 - 48.1 48.1' - 45.6 45.6 1}24.424 - 40.1 40.1 - 38.2 38.2 - 36.4 B -194.7 76.7 -177.1 76.7 -166.7 76.7 -163.5 78.7 -180.3 76.7 -160.0 76.7 -151.7 76.7 -137.2 78.7 -128.4 76.7 -117.2 76.7 -109.3 -36.4-36.4 76.7 C - 64.9 84.9 -59.0 59.0 - 55.6 55.6 - 54.5 54.5 - 53.4 53.4 -52.9 52.9 - 50.5 50.5 -45.7 45.7 -42.1 42.1 -39.1,39.1 48.000 96.000 A -59.3 59.3 - 53.6 53.6 - 50.0 50.0 - 48.8 48.8 -47.4 47.4 - 48.4 46.4 -43.8 43.8 -41.1 41.1 -38.9 38.9 -36.9 '38.9 - 35.1 35.1 B -178.0 78.7 -160.8 76.7 -150.0 76.7 -148.5 76.7 -142.2 76.7 -140.6 76.7 -140.6 76.7 -133.3 761 -122.5 76.7 -113.3 76.7 -105.4 76.7 C -59.3 59.3 -53.6 53.6 - 50.0 50.0 -48.8 48.8 -47.4 47.4 - 46.9 46.9 -46.9 46.9 -44.4 44.4 -40.8 40.8 -37.8 37.8 -35.1 35.1 50.500 101.000 A - 55.4 55.4 -49.8 49.8 -46.2 46.2 - 44.9 44.9 - 43.3 43.3 -42.5 42.5 -42.3 42.3 -39.9 39.9 - 37.7 37.7 -35.9 35.9 - 34.0 34.0 B -166.2 78.7 -149.3 76.7 -138.5 76.7 -134.8 76.7 -129.9 76.7 -127.4 76.7 -127.0 76.7 -127.0 76.7 -119.8 76.7 -110.6 76.7 -102.7 76.7 C -55.4 55.4 -49.8 49.8 746.2 46.2 - 44.9 44.9 - 43.3 43.3 -42.5 42.5 -42.3 42.3 -42.3 42.3 -39.9 39.9 -36.9 36.9 - 34.2 34.2 53.125 106.375 A -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4 41.4 -39.6 39.6 - 38.5 38.5 - 38.3 38.3 - 38.2 38.2 - 36.6 36.6 - 34.7 34.7 -32.8 32.8 B -155.0 76.7 -138.7 76.7 -127.9 76.7 -124.2 76.7 -118.9 76.7 -115.6 76.7 -114.8 76.7 -114.5 76.7 -114.5 76.7 -108.1 76.7 -100.2 76.7 C -51.7 51.7 -46.2 46.2 -42.6 42.6 -41.4 41.4 - 39.6 39.6 - 38.5 38.5 - 38.3 38.3 - 38.2 38.2 -37.9 37.9 -35.8 35.8 - 33.4 33.4 32.5 76.7 54.000 108.000 A - 50.7 50.7 - 45.2 45.2 -41.7 41.1 - 40.4 40.4' -38.6 38.6 - -37.5 37.5 -37.2 37.2 -37.0 37.0 - 36.2 36.2 -34.3'34.3 -32.5 B -152.0 76.7 -135.7 76.7 -125.0 76.7 -121.3 76.7 -115.9 76.7 -112.5 76.7 -111.5 76.7 -111.1 76.7 -111.1 76.7 -107.5 76.7 -99.5 C -50.7 50.7. -45.2 46.2 -41.7 41.7 - 40.4 40.4 - 38.6 38.6 -37.5 37.5 -37.2 37.2 -37.0 37.0 -37.0 37.0 - 35.3 35,3 -33.2 33.2 55.500 111.000 A -48.9 48.9 - 43.5 43.5 -40.0 40.0 - 38.8 38.8 - 36.9 38.9 - 35.7 35.7 '- 35.3 35.3 -35.1 35.1 -35.1 35.1 - 33.6 33.6 -32.0 32 .0, B -146.6 76.7 -130.6 76.7 -120.0 76:7 -116.3 76.7 -110.8 78.7 -107.1 76.7 -108.0 76.7 -105.3 76.7 -105.2 78.7 -105.2 76.7 -98.3 76.5, 32.8 C - 48.9 48.9 - 43.5 43.5 -40.0 40.0 -38.8 38.8 - 36.9 36.9 - 35.7 35.7 -35.3 35.3 - 35.1 35.1 -35.1 35.1 - 34.4 34.4 -32.8 r 57.000 114.000 A -47.2 47.2 -42.0 42.0 - 38.5 38.5 -37.2 37.2 - 35.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 -33.2 33.2 -33.0 33.0 -31.4 31.4 B -141.6 76.7 -125.9 76.7 -115.4 76.7 -111.6 76.7 -106.1 76.7 -102.3 76.7 -101.0 76.7 -100.0 76.7 -99.7 78.7 -99.7 76.7 -97.3 75.6 C -47.2 47.2 -42.0 42.0 - 38.5 38.5 -37.2 37.2 - 35.4 35.4 - 34.1 34.1 -33.7 33.7 -33.3 33.3 - 33.2 33.2 -33.2 33.2 -31.9 31.9 30.8 58.500 117.000 A -45.6 45.6 - 40.5 40.5 -37.0 37.0 -35.8 35.8 - 33.9 33.9 -32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -30.8 B -136.9'76.7 -121.5 76.7 -111.1 76.7 -107.4 76.7 -101.8 76.7 -97.8 76.1 -98.4 75.0 -95.2 74.1 -94.7 73.7 -94.7 73.6 -94.7 73.6 C -45.6 45.6 - 40.5 40.5 -37.0 37.0 -35.8 35.8 - 33.9 33.9 - 32.6 32.6 -32.1 32.1 -31.7 31.7 -31.6 31.6 -31.6 31.6 -31.0 31.0 60.000 120.000 A - 44.2 44.2 - 39.1 39.1 - 35.7 35.7 - 34.5 34.5 �- 32.6 32.6 -31,3 31.3 - 30.8 30.8 - 30.3 30.3 -30.1 30.1 - 30.0 30.0 - 30.0 30.0 B -132.6 76.7 -117.4 76.7 -107.1 76.7 -103.4 76.7 -97.9 76.1 -93.8 72.9 -92.3 71.8 -90.9 70.7 -90.2 70.2 -90.0 70.0 -90.0 70.0 C - 44.2 44.2 -39.1 39.1 - 35.7 35.7 - 34.5 34.5 -32.8 32.8 -31.3 31.3 - 30.8 30.8 -30.3 30.3 - 30.1 30.1 -30.0 30.0 - 30.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1 4 X 0 4 X 0 Amrde p .. "Mk dm Oat1 i Z. NOM :1111 M Br water aJda7. F.K Road Br 3/11/09 try Rader Releskre A lintttesc Raidanc ADDED NOTE 4*'*, FJC 12/12/02 28nhdax ma 1070 TEONNOLOOYDRIVE NOKOMIS, FL 31273 P.O. BOX NW NOKOMIS FL 34274 Webb Barter PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONWIG. WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT egarlivot CA-040 pow retie 8 °°'°* 012 1 7045-9 A f 342, 03 Lune A. Tuna, P.O. PE •58201 M/Nanbel • • • • •.. • .. • • • • •• • • • • • • • • • • • • • • ... • • • • • • • • • •.S • • • • • •.. COMPARATIVE ANALYSIS TABLE 5. "XO" or "OX" 8 "1/3-1/3- 1 /3 -XOX" WINDOWS TEST REPORTS: FTL -3583, FTL -3579, FTL3584 GLAZING OPTIONS: A. Our 4 {EALEQ ; , • g. 3/16" 4'EMPBRED C. 1/2" I G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XO" WIDTH "XOX" WIDTH • • ! HEIGHT - 26.000 34.00 • • 36.000. 48175 ; `(.40 ! 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG I!CSS NEB POS MEG PCS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -120.0 76.7 -120.0 76.7 -109.9 76.7 -101.0 78.7 -87.1 76.7 -75.9 75.9 -71.1 71.1 - 65.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -197.1 76.7 -184.7 76.7 -173.8 78.7 -164.1 76.7 C -120.0 76.7 -120.0 i%`/ -:0999 Z6'.7` -141.8 71!' -8741176.7 -75.9 75.9 -71.1 71.1 - 85.7 65.7 -61.6 61.6 -57.9 57.9 - 54.7 54.7 48.000 72.000 A -71.3 71.3 -71.3 TI.3 A T1413 W1.3 41.3 774 -7'1 3 :71.3 - 83.0 63.0 - 58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 - 44.4 44.4 B -210.0 78.7 -210.0 7607 4100 6.Z' -2 .g 47,-210.0 '76.7 -188.9 78.7 -176.0 76.7 -161.9 76.7 -151.1 76.7 -141.7 76.7 -133.3 76.7 C -71.3 71.3 -71.3 'f1.3 .-7f.3 71.3 111.9 74 8 -7410 71.3 - 83.0 63.0 - 58.7 58.7 - 54.0 54.0 - 50.4 50.4 -47.2 47.2 - 44.4 44.4 49.333 74.000 A -87.5 87.5 - 67.5 87.5 -67.5 67.5 -67.5 67.5 -67.5 67.5 -81.8" 61.8 "-57.6 57.6 -52.9 52.9 -49.4 49.4 - 46.3 46.3 -43.5 43.5 B -202.5 78.7 -202.5 76.7 -202.5 76.7 -202.5 76.7 -202.5 78.7 -185.5 76.7 -172.8 76.7 -158.8 76.7 -148.1 78.7 -138.8 76.7 -130.6 76.7 C -67.5 67.5 -87.5 67.5 -87.5 67.5 -67.5 67.5 -67.5 87.5 -61.8 61.8 -57.8 57.6 -52.9 52.9 -49.4 49.4 - 46.3 48.3 -43.5 43.5 53.125 79.688 A - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 -58.2 '58.2 - 58.2 58.2 - 54.8 54.8 -50.3 50.3 - 48.8 46.8 -43.8 43.8 -41.2 41.2 B -174.7 76.7 -174.6 76.7 -174.6 76.7 -174.8 76.7 -174.6 78.7 -174.8 76.7 -164.5 76.7 -150.9 76.7 -140.5 76.7 -131.5 76.7 -123.6 76.7 C - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 58.2 58.2 - 54.8 54.8 -50.3 50.3 - 48.8 46.8 - 43.8 43.8 -41.2 41.2 56.000 84.000 A -52.7 52.7 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -52.4 52.4 -48.6 48.8 -45.2 45.2 -42.2 42.2 -39.6 39.8 B -158.0 76.7 -157.2 76.7 -157.2 78.7 -157.2 76.7 -157.2 76.7 -157.2 78.7 -157.2 76.7 -145.7 78.7 -135.5 76.7 -126.7 76.7 -118.9 76.7 C - 52.7 52.7 - 52.4'52.4 -52.4 52.4 -52.4 52.4 - 52.4 52.4 -52.4 52.4 -52.4 52.4 - 48.6 48.6 -45.2 45.2 -42.2 42.2 -39.6 39.6 60.000 90.000 A - 46.5 46.5 -45.6 45.6 - 45.6 45.6 -45.6 45.8 - 45.6 45.6 -45.6 45.6 -45.8 45.6 - 45.6.45.6 -43.2 43.2 -40.3 40.3 -37.8 37.8 B -139.4 76.7 -138.9 78.7 -136.9 78.7 -138.9 76.7 -136.9 76.7 -136.9 76.7 -136.9 76.7 -138.9 76.7 -129.5 76.7 -120.9 78.7 -113,3 76.7 C -46.5 46.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.8 45.8 -45.6 45.6 -45.6 45.8 -43.2 43.2 -40.3 40.3 -37.8 37.8 64.000 98.000 A -41.6 41.6 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1- - 40.1 40.1 - 38.6 38.6 - 38.2 38.2 B -124.7 76.7 -120.4 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -115.9 76.7 -108.5 76.7 C -41.6 41.6 -40.1 40.1 740.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 -38.6 38.6 -38.2 36.2 87.333 101.000 A -38.2 38.2 -36.5 36.5 -38.2 36.2 - 36.2 38.2 -38.2 38.2 -36.2 36.2 _ -38.2 36.2 - 38.2 36.2 -36.2 36.2 -38.2 38.2 -35.0 35.0 B -114.6 76/ -109.4 76.7 -108.7 78.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 -108.7 76.7 - 108.7'76.7 -108.7 76.7 -105.0 76.7 C -38.2 38.2 -38.5 36.5 -36.2 36.2 - 36.2 38.2 - 38.2 36.2 -36.2 38.2 -36.2 36.2 - 38.2 36.2 -36.2 36.2 -36.2 36.2 -35.0 35.0 70.917 108375 A -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 B -105.5 78.7 -99.6 76.7 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2 -98.0 76.2, -98.0 76.2 -98.0 78.2 -98.0 76.2 -98.0 78.2 C -35.2 35.2 -33.2 33.2 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 -32.7 32.7 72.000 108.000 A - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 317 -31.7 31.7 -31.7 31.7 _ -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 B -103.0 78.7 -96.9 75.4 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 -95.1 73.9 C - 34.3 34.3 -32.3 32.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 74.000 111.000 A -32.9 32.9 - 30.8 30.8 - 30.0 30.0 -30.0' 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 '30.0 -30.0 30.0 -30.0 30.0 B -98.7 76.7 -92.4 71.9 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C -32.9 32.9 -30.8 30.8 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. 1 3 X 1 3 O 1 3 r X O O X AD:rinA n w.Bbi.a with w n.a•_6; Now.. 1 K dt mud pot) PtidOtt • .e.aaF Ft( 0 11 3111.103 Rwalioqx A ADDED NOTE a..ee7: our A"arme moues FJC .ec 12/12Po2 Q7�oMiOF 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34270 P a Sox 162B NONCOMS FL 34274 Pc dT VLdbly Better PRESSURES -XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, NON - IMPACT CA-ea I NTS 8.7 d 12 I I amp ma 7045-9 I A 347 %'3 Lien A. Tumor, P.E. PE 088201 MerheNml • •.. • • • ••• ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •.. • • • • COMPARATIVE ANALYSIS TABLE 6. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3583, FTL -3579 FTL3584 GLAZING OPTIONS: A 3M6" ANNEALED. • B. 3/16 ',.,TEMPERED C. 1/2" I.G. (1/8" ANNEALED, 1/4" SPACE, 1/8" ANNEALED) "XOX" WIDTH VENT WIDTH FIXED WIDTH • • • - • "' 0 : • • • HEIGHT 26100 : 26.000 ; 3111.5‘5 :43i00D' 4 48.000 50.625 54.000 57.000 60.000 - 63.000 NEG POs !EG'P3& NE1§0 POS silvt I $ NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 69.264 19.125 31.014 A -112.3 76.7 -87.1 76.7 -81.4 76.7 -71.6 7 .5 -62.4 82.4 - 58.0 58.0 - 63.2 53.2 -49.6 49.6 - 46.4 46.4 -43,6 43.6 B -210.0 76.7 -210.0 76.7 -210.0 76.7 -210.0 76.7 -187.3 y6.7, -174.1 76.7 -169.7 76.7 -148.8 76.7' -139.2 76.7' -130.8 76.7 C -112.3 7129 -96.3 76.1 -86.3 763 :72.9_ 2.9 -82.4 62.4 - 58.0 58.0 -53.2 53.2 49.8 49.6 - 46.4 46.4 -43.6 43.6 86.919 24.000 38.919 A -71.3 714 At 6e7 •-6 .99669 -5986 94--52,3-52.3--49.6_49.6_-452.4.8 76.7 -138.8 76.7 42.8 -39.9 39.9 -37.3 37.3 B -210.0 76.77-2:0.q 717 `218.0 76.7 -196. J6.7 -165.3 78.7 -152.5 -128.5 76.7 -119.6 76.7 -111.8 76.7 C -71.3 At 41.3 71.8 - 43 :71- ,-,3-,6195.5 -55.1 55.1 - 50.8 50.8 -46.3 46.3 -42.8 42.8 -39.9 39.9 -37.3 37.3 95.973 26.500 42.973 • A - 58.5 58.5 - 58.5 58.5 -58.5 58.5 .9 54.9 -49.5 49.5 - 46.7 46.7 -43.6 43.6 -40.5 40.5 -37.6 37.6 -35.1 35.1 B -175.5 76.7 -175.5 76.7 -175.5 76.7 -175.5 76.7 -158.4 76.7 -145.5 76.7 -131.8 78.7 -121.5 78.7 -112.8 76.7 -105.2 76.7 C - 58.5 58.5 - 58.5 58.5 58.5 58.5 - 58.5 58.5 -52.8 52.8 - 48.5 48.5 - - 43.9 43.9 -40.5 40.5 -37.6 37.6 - 35.1 35.1 108.649 - 30.000 48.849 AA - 46.5 46.5 - 45.6 45.6 - 45.6 45.6 -45.6 46.6 - 45.6 45.6 -43.4 43.4 - 40.8 40.8 -38.2 38.2 - 35.3 35.3 -32.8 32.8 B -139.4 76.7 -136.9 76.7 -136.9 76.7 -136.9 78.7 -136.9 78.7 -136.9 76.7 - 124.6 76.7 -114.5 76.7 -105.8 76.7 -98.3 76.4 C - 46.5 48.5 -45.6 45.6 -45.6 45.6 -45.6 45.6 -45.6 45.6 - 45.6 45.6 -41.6 41.6 -38.2 38.2 - 35.3 35.3 -32.8, 32.8 115.892 32.000 51.892 A -41.6 41.6 -40.1 40.1 - 40.1 40.1 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 39.2 39.2 -37.1 37.1 - 34.3 34.3 -31.7 31.7 B -124.7 76.7 -120.3 76.7 -120.3 76.7 -120.3 78.7 -120.3 76.7 -120.3 76.7 -120.3 76.7 -111.6 78.7 -102.8 76.7 -95.2' 74.1 C -41.8 41.6 -40.1 40.1 -40.1 40.1 -40.1 40.1 - 40.1 40.1 - 40.1 40.1 - 40.1 40.1 -37.2 37.2 - - 34.3 34.3 -31.7 31.7 122.000 - 33.887 54.627 A - 38.2 38.2 r - 36.2 36.2 -36.2..-36.2 - 38.2 38.2 - 36.2 38.2 - 38.2 36.2 -36.2 36.2 -38.0 36.0 -33.6 33.6 -31.0 31.0 B -114.6 76.7 -108.8 76.7 -108.6 76.7 -108.6 76.7 -108.6 78.7 -108.6 76.7 -108.6 76.7 -108.6 76.7 - 100.6 76.7 -93.1 72.4 C -38.2 38.2 -36.2 36.2 - 36.2 36.2 - 36.2 38.2 - 36.2 38.2 -36.2 36.2 -38.2, 36.2 -36.2 36.2 -33.6 33.6 -31.0 31.0 123.135 34.000 55.135 A -37.6 37.6 �- 35.5 35.5 - 35.5 35.5 - 35.5 35.5 - 35.5 35.5 -35.5 35.5 - 35.5 35.5 -35.5 35.5 -33.5 33.5 - 30.9 30.9 B -112.8 78.7 -108.6 76.7 -108.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -106.6 76.7 -100.4 76.7 -92.8 72.2 C -37.6 37.6 - 35.5 35.5 - 35.5 35.5 - 35.5 35.5 -35.5 35.5 - 35.5 35.5 - 35.5 35.5 -35.5 35.5 - 33.5 33.5 - 30.9 30.9 _ 128.000 34.791 56.418 A -36.3 36.3 -33.9 33.9 -33.9 33.9 - 33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 B -108.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -101.8 76.7 -99.6 76.7 -92.0 71.5 C - 36.3 36.3 -33.9 33.9 -33.9 33.9 - 33.9 33.9 -33.9 33. 9' -33.9 33.9 -33.9 33.9 -33.9 33.9 -33.2 33.2 -30.7 30.7 130.000 35.896 58.209 A - 34.5 34.5 - -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3 30.3 B -103.5 76.7 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.6 74.4 -95.8 74.4 -95.6 74.4 -95.6 74.4 -90.9 70.7 C '- 34.5 34.5 -31.9 31.9 _ -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -31.9 31.9 -30.3,,30.3 -30.3 30.3 130.378 36.000 58.378 A - 34.3 34.3 " -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 r -31.7 31.7 B -103.0 76.7 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -95.1 74.0 -90.8 70.6 C - 34.3 34.3 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 -31.7 31.7 ,-31.7 31.7 -31.7 31.7 -31.7 31.7 -30.3 30.3 30.0 134.000 37.000 - 60.000 -32.9 32.9 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 _ -30.0 30.0 -30.0 30.0 -30.0 B -98.7 78.7 -90.1 70.1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 C _ -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 - 30.0 30.0 -30.0 30.0 -30.0 30.0_ -30.0 30.0 -30.0 30.0 -30.0 30.0 "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. PLEASE SEE SHEET 1 FOR NOTES AND REQUIRED ANCHORAGE AND FASTENING INFORMATION. X 0 X UNEQUAL LITER X O UNEQUAL LITES 0 X UNEQUAL UTES Approved as som /los with the nitride Mind Dade nni 70.dep me OrAdorts F.K 3/11103 A AWED NOTE RMd4p 0ele RMd". gaol Its Dar O4=ep F.K. X2/02 a:44W 99 194v 1070 TECHNOLOGY DRIVE NOKOWS..FL 94278 P.O. EQX 1070 NOKOMJ$, FL 94274 B� Visibly Bette. PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, NON - IMPACT CA440 mrv4a m" NTS , 8 d 12 7045 -9 I A 342/0? Lucas A. Tumor, P.E. FE 000201 Mechanical • • ••• • ••�•• • • • •• •• '•• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .•• • • • • • • •• - • • • • . •• • • • • •.• . MAX. VENT DAYLIGHT • OPENING • • - • 5 • i *es*. s) i. • •. • • • MAX. HEIGHT (SEE SHTS. 2 & 3) IYI Iyf�! REFERENCE "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 • • • MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) REFERENCE XOX FRAME ASSEMBLY DETAIL, SHEET 10 HORIZONTAL SECTION - XOX REFERENCE °XX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. VENT I11. 4+ DAYLIGHT OPENING (SEE SHT. 2) MAX. WI 0 DTH (SEE HT. 2) HORIZONTAL SECTION - XX MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT MAX. VENT I - DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X Ponder F.K ar• 9!11/03 RWWbm A NO CHANGE 7?O9SHEET ort Raolom av•t• F.K. arc 12/02 VON 1070 TECHNOLOGY DRIVE NOKOOB9, AL 34278 P.0. BQX 1020 NOKO 89, PL 31271 PACT Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT s••a"se gat I ata• &coat a.. CAe10 NTS 9 > 12 I 7045.9 I A 34--43 Lucas A Tumor. P.E. PE 959201 MechstaW • • ••• • • •• • •• • • .•. • • • • S. .• • • • • • • • • • • • ••• • • • • • • • • FRAME ASSEMBLY TUBE "X" FRAME JAMB #12x1 PH TEK SMS 13" MP (. O.C. W/ (2) SCREWS • 3 bAR .Rl' AT MID -SP e • • ."X:FJ;AME J/ MB • ••• • "XX' FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE • • •• • • • • • • • • • • • • •• ••• • • • • •• • • • • ••• #12x1 PH TEK SMS 13° MAX. O,C. W/ (2) SCREWS 3' APART AT MID -SPAN "X" FRAME JAMB I "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL FRAME HEAD, SILL, JAMB { MATL: 6083 -T6 4$4" DWG# 7002A 2.854" .062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6083 -T6 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 8063 -T6 DWG# 7005A Approval as emptying with the Florida Date 0� NOM Doh ■•17YAL'Ift.t. Rase 1Sc oac. &Webs FX 3'003 A REVISED FRAME SCREW SPACING DON Radno s als Cum er FK etc 17/12102 Oft 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34270 P.O. SQX 1070 NOKOML FL $4274 Pc�T Vtrtbly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, NON - IMPACT e t,ecaet gor cant 0.4.040 I NTS1 10 > 12 7045 -9 I A 3/24 Lucas A. Tumor, P.E. PE 000201 iteamnkei • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • PARTS UST PARTS LIST CONT. ITEM DWG # PGT. # 7002A 2 1155 781PQA 3 7008 4 5 7003A DESCRIPTION 144XFR/J4 - HEAD, SILL & JAMBS • aX *QUAD PHSMS•: • ' • • • • • • fikAATE KEY ' 1MX1/2"XI S CLOSPAPZILTQA4 TAPE• • • • • • ITEM DWG # PGT. # DESCRIPTION •• 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS • mr • • • • SASH - TOP, BOTTOM & SIDE RAILS 81 1155 781PQA #8XI QUAD PHSMS 7010 FIXED FRAME CORNER KEY 7007 INSTALLATION HOLE COVER 6 1155 78IPQA #8 X1 QUAD PH SMS 7 . 7017 67017K BULB THERSIRIP .187X.290 K!Y -• • •• • ••• Y • • 8 7009 9 7024 10 7026 11 12 7014 . o sT '4T LOCK • i i • L #10 -24•X 562 PHAPN. 'Mt F i i • • • _ • • MULTI -LOCK KEEPER (RH & LH.) • • 13 1157 78X78PPSMS #8 X.875 PH. PM. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (LH. & RH.) 22 7858ZA • #8 X5/8' FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 7I0x12FP #10 X .500 PH. PHI- 30 DSB, l /8" ANNEALED GLASS 31 3/16" ANNEALED GLASS 32 33 3/16° TEMPERED GLASS 1/2° LG. GLASS (1/8"A, 1/4° SPACE, 1/8"A) 40 7037 GLAZING BEAD (DSB, 3/16) 41 7042 GLAZING BEAD (1/2" LG.) 43 44 45 1224 611.147 VINYL BULB WS7P (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B #8 X.500 SQ. PH. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 68 712XIPPT #12X1" PH. PHIL TEK. 69 7011 LACK SUPPORT PLATE 70 7012 LOCK SPACER 71 n 7019 711573 SNAP-ON T- HANDLE KNOB 7018 7FLDHD FOLDING HANDLE 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 0 3/16 ",1 /8" GLAZING BEAD MAIL: 6063 -T6 DWG# 7037 .523" .050" .865" 01/2" I.G. GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 50 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 .125" --- .062" .093" --y .993" E .289" .04061-1 83 INSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 2.701" Approved as complying with the Florida Date 0 NOA# Miaed Dade Dl FX N' mr 341/29 R.ww> A NO CHANGE 71.53 SHEET Road 55 Road*, Oat Dar w+.,ex F.K 12/17/02 Rotakm Otadadas 1070 TECFOIOLOOYORNE NOKOMI3, FL 34275 P.O. BQX 1518 NOK0117E FL 34270 Visibly Better PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, NON - IMPACT lalasOlidt CA-840 aak ISM! NTS I 11 d 12 tarmAt. 7045 -9 I A Lucas A. Tumor, P.E. PE 088201 Meat anloal • • •• •• • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• APPROVED WOOD BUCK • 1 1/2" OR MORE THICK (SEE NOTE 2) 114° MAX. SHIM -1 #12 0R #14 SCREWS Hj1j APPROVED WOOD BUCK LESS THAN 1 1/2" THICK • • • • (SEE NOTE 3) • • • • • • • • • •1 I /4 MA: • 3/IVOR 1/4a▪ f O;11 • (SEE NOTE BELOW AND SHEET 1, NOTE 4) • • • • ▪ • • ••• • • • • • • •• • • 11/2" 4. MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) bi"." NOTES; • • 111111 10. 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -�-I I►- #12 OR #14 SCREWS I 11 1110111111111111111101. 111 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM -1 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW "Tal m,,,„ AND SHEET 1, NOTE 4)� •' r 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK •Itil 1100H0110011• • 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. Avowed as oa••hY•wp• eAa IWY• i?! ��io tai • Asa Bp tbew R&M= FIG 3111/18 A ADDED #14 SCREW OPTION wormer Dora Ilnekkow Road Or Ds* boon ap. po0: F.K. 11/17402 Chocked es Oft 1070 TEC1INOLOOYDRIVE NOKOMIS, F1.34270 P.O. BOX 1020 NOKOMIS. a 34274 PST Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, NON- IMPACT 4aa°dmt 04040 NTS "aac 12 ✓ 12 7045 -9 br A 3112 /0 3 Luce" A. Tamer, P.E. PE 050201 Mechanical BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (A) S apermw MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Florida Storm Panels, Inc. 14475 N.W. 26`s Avenue Opa- Locka, Florida 33054 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 High Velocity Hurricane Zone gf t•.heiFlorida Building Code. • 'DESCI rION: :0.022" (min.) Galvanized Steel Storm Panels Shutter •••• • • . . APPAQYAY. DOGUM>�;NT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 • • • through 4 of 4, prepdodi$y Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 betrifig the miarrj■Dade County Product Control Approval stamp with the Notice of Acceptance number and • • approve? Sate by the Mitini -Dade County Product Control Division. MISSIU iMPA(BITING: Large and Small Missile Impact • LABELING: Eaohianol shall bear a permanent label with the manufacturer's name or logo, city, state and the • following g tutemeitf'"Mlami -Dade County Product Control Approved", unless otherwise noted herein. • • RENF%ZV•QL of tlna It3A shall be considered after a renewal application has been filed and there has been no change n, th'e applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 4.70 F T4' 00 STuo _ --{0MN re'0 J 1 1800' F- YP6 . MAX © STUDDED ANGLE PANEL 0R6' r TYP. 100. MIN 5000• MAX O BUILDan/CLOSURE ANGLE GENERAL NOTES: L TWIS SHUTTER SYSTEM WAS BEEN 005Ki•E0 AND TESTED AS A LARGE roSSILE IMPACT PROTECTIVE SYSTEM EN ACCORDANCE INTW TUNE FLORIDA BTELDDo CODE 2001 AND PROTOCOLS TAS 201 POR LARGE MISSILE IMPACT, TAG 707 FOR UNIFORM STATIC AIR PRESSJFE AND TAG 203 FOR CYCLIC 14140 LOADING 1. NO 3391 INCREASE IN ALLOWABLE STRESS HAS BEEN USED N TWO DESIGN OF TIE ANCHOR SPACING TABLES. 3 POSITIVE AND NEGATIvE DESIGN PRESSURES TO BE U SED WIN TRUE DRAUFGS SHALL BE DETERMNED BY OTTERS ON A JOB•SPECWIC BASIS IN ACCORDANCE WIN THE GOVERNING CODE U14EN ASCE 3.95 IS USED TO CALCULATE PRESSURES FOR {ESE U7TW TH15 PRODUCT. TLE USE OP A D IRECTIONALITY FACTOR Kd•025 IS ALLOYED. 4. RE SKITTER SYSTEM DETAILED /EREN IS GENERIC AND DOES NOT PROVIDE IWOREATIOR FOR A SPECIFIC SITE, P SITE CONDITIONS DEVIATE FROM NE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCWTECT SHALL PREPARE SITE SPECIFIC DOCUMENTS To BE USED N CONANCTIOI WITH TUNS DOCUMENT. B. PERMIT FOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRICTURE TO WTWSTAND ADDITIONAL IMPOSED LOADS. 6 STOR1 PANELS 'SMALL BE 2254 STEEL (GALVANIZED TWICKISESS 1.0079' MN) CONFORING TO ASTTI A653. STRUCTURAL DUALITY. GRADE 00.090 GALV. COATING SITU A MIN, • 970 KS. ALL EXTRUSIONS WALL BE 6063.36 ALuM ALLOY. UNO. 1, PANELS SHALL SE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS POLLOYS, FLORIDA STORM PANELS. NC OPA.LOO5A FLORIDA roAMF -DADE COUNTY PROD. CONTROL APPROVED a STORM PANELS WAVE BEEN DESIGNED AND TESTED TO TUNE MAXIMUM SPANS AND LOADS SNOW ON THESE DRAWINGS REFERENCE CONSTRICTION TESTING CORPORATION (OTC). OF MIAMU. FL. TEST REPORT No. 07.041. 10. TOP 3 BOTTOI DETAILS SHOW MAY BE NTERCIANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY UMERE APPLICABLE. EXCEPT FOR MOUNTING COIDITIONS NCLUDNG •H' OR TI' HEADERS IL ALL BOLTS 4 WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH CP 60 K01. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • e • • • • • • • • • • • • • • 16._ aOYT TRACK 0 N' READER • • • •• NMD•R • 4• - - - -- • ••• •• • • •• • Ega TYP (L • 00516• GALV STEEL. GRADE 50) 1�--! R00• MIN. 5000' MAX. OU -PAN CLOSURE 100• IF TRACK ®WAIWERED WN(WUT (ZAMAC) ALLOW M7 3' II - .1y 706i•�• 081 0003 F001.— SW I I fl a 0093' T 100 -L -11-0093' 7 14 BOTTOM •W TRACK 0063 063' i- t933'+i B TOP W TRACK . 0035• MN. O ii KEYHOLE WAS-ER 44�Lr HEEL CRAq.O OCT VCR OW RIM MOO TWO ArpoR. 104UL-NI 5913• ---may L r0, • 49' _— Ti ®TOP U TRACK I7 HEADER END CAP MO. CELT nNEA, 1.937• 0063'- 1 +F 11— 1 —0069' l I -0.05' 110053• 1 0093' '- -dIIl �T 5913 -I L0,0gy ®BOTTOM 31• TRACK SOTTCP now r TYRE AS RED, O T' PICAL MOUNT ELEVATION Top now? ICON LAST PA.OL TYPO AS MOIST W W5/TRICGC•1 OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO IS TIMES BUIL0.CUT DISTANCE (7001 FEC SECT. 241313) 75' r0M4X EXIST. CONK. WOLLOU BLOCK OR W700 FRAMING E .ISTFI CONCRETE. HOLLOW BLOCK OR 11.000 FRAMING O DN WALL MOT CLOSURE DETAIL N.T.S. ALLOT. ANGLE ® OR J-PAN CLOSURE PIECE () (SEE DETAILS ABOVE I. LEG DIRECTION MAT BE REVERSED. ALUM. ANGLE ®OA .1 -PAN CLOSURE PIECE (5) (SEE DETAILS ABOVE). LEG DIRECTION MAY BE FIPVERSED FASTENER • 0. 00. FOR DESIGN LOADS LEES TNAN OR EQUAL TO Ow (SEE ANCHOR SOEDULE FOR ANY ACCEPTABLE ANCINOA). FOR DESIGN LOADS GREATER THAN STp.r. USE ALLY ANGLE CLOSURE PECE ONLY WITH ANCHORS • 0. OC OBUILD•OJT MOUNT CLOSURE DETAIL NT.S. 200 MN. y 0000• OVERLAP MP@9)N FASTENER • 4' 00 FOR DESIGN LOADS LESS ?WAN OR EQUAL TO STOAT (SEE ANCHOR SCHEDULE FOR ANT ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER 544N OTpM. USE ALUM ANGLE CLOSURE EMBED .(1368 ONLY 511• ANC4048 • 0. 0C OTRAP MOUNT CLOSURE DETAIL N TS. SPAN PPROPPJATE wT ' ' SP.w 'ABLER PI AN vO4 J � 1 TYPCAL L OVERLAP AP "C 4 MAX GAP r„ b. i ROCK FIST OOMOM F scow pg CD 1,$ 3 m 44vl _ ROT.pT POLL? 57P POOL OVERLAP 57110 A5 woo/ L comm... '4.70 STITCH OCT-TS TATH 44*0 5D 1,MNGNIT5 •ASTENEO • GM. ..PS • MIOS.•AN (460 APn®PMATE SPAN TABLE) TYPICAL MOUNT ELEVATION AROUND O69TRUCI0!N 075' mAx EXISTING CONCRETE. HOLLOW BLOCK OR oOOD 55411/40 z CO PP CaTM:•■• no SHEET: I OF 4 I, VOWING GLAZNG 1 u TEL OGRE-0 OR W7m MACHINE SCREW N NUT • W' OG (T'EP ALL OPT. 001/1200510 READ SEPARATION FROM GLASS (REF. TABLE 12) m 0500• EXISTING COCRETE. HOLLOW BLOC( OR 4000 FRAMING (SEE ANCHOR IGNEOUS T1 BASED ON TYPE CP STRUCTURE) Eno ANGLE pEcTIL l . O° 46 • C7 fawECTION TY•E• REFERENCE ARCUOR SCHEDULE T1 FOR MAX SPACING • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • •• • • • T • • ••• • • • • • • -0500• EXISTING GLAZNG • •• • • • • • • • • • • • • • • •• i ••S" •• • • ••I • •• • `IN • • • • • •• •• Eg (na[ TARA 202 Ns: N. -20 x ! S5 REFERENCE ARCHOR •• OMACHIE BC:EW SCHEDULE T1 FOR MAX. SPACING OpuILD•OUT MOUNT SECTION uS Cl CONNECTION T'•'PE ANCHORS TO BE AT UV OR SW 00 (N@FETQINCE ANOGR 6C4EMLE T1 FOR MATE SPACING). USE RETTOV4•LE ANCHORS ONLY EDGE DIST. OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL/ EX'STING CONCRETE HOLLOW BLOCK OR WOOD MAMA. SEE ANCHOR 6C41D. BASED ON TYPE OP STRICTUTE. Ex16TNO OLAZNG READ SEPARATION FROM GLASS (RE• TABLE 77) EXISTING CONCRETE HOLLOWBLOOR OR WOOD FRAMING SEE ANCHOR 0012D. EASED 04 TYPE OF STR O RE O Tr TRAOL/DIRBCT MOUNT SECTION XTs 1 mg� J 205 89. MACHINE SCREWS • D5. 00. C7 CAIWECTION TYPE REFERENCE ANCHOR SCHEDULE n FOR MAX. SPACING 026' EXISTING CONCRETE. ETiBE HOLLOW BLOC OR WOOD FRAMING, SEE ANCHOR 604ED. BASED CN tYPB OP STRRCTIR EI WALL MOUNT SECTION NTs `22 -30 X'4' SS. MAC•ME SCREW W( UROFLR •06' OC. Cl_SAEIECIKELMEE REFERENCE ANCHOR SCHEDULE TI FOR SPACIG EXISTING CONCRETE HOLLOW BLOCC OR WIMP FRAMWS. SEE ANCHOR SCROD. BAWD ON TYPE OP STRICTURE AAMI —IMP ■u1 EMBED • I � � Q a In �I w 7 I. • EXISTING GLAZNO READ SEPARATION FROM GLASS (REP. TABLE 421 A -20 • 74• 85. MACHINE SCREWS • O5' O.C. LEG DIR MAY BE REVERSED CAGREA TIDY TYPE cryepux TI FOR MAX. SPACING 35 39 40 45 49 50 55 5e e9 e5 70 72 75 80 90 100 110 120 130 10 -P 9'- 9" 9'. 8" • 4" 8' -11" C. 10" B -5" 9.2" 9.1° 7'• 9" r• s" 7'- 4" r • r 9. 9" 8'• 0' 5'• 4" 4'•10" 4' -e" C- 1" 10' -0' 9 -9" 9 -8" 9. 5" 9 - 3" 9 -r 8' - 11" W. 10" 9 -9' 8'• 3" 7' .8" r -6" r- 8' - 9" 9 -0' 5'• 4' 4'- 10" 4'- 8" 4• - 1' SPAN SCHEDULE, NOTES: I ENTER SPAN SCHEDULE WITH NEGATIVE DESOR LOAD TO DETERMINE MAXIMUM ALLOWABLE STOR@'I PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEOATNE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD ORISON& 4000 TRUSSES • 20 O.C. MAR. 35 6• - 0" 8'- 8" 10' -0" 2.75" 2.75" 3.00" 1.25" 2.10" 3.00" 6'- 0" 2.75" 129" 40 8'- 8" 2.75" 2.28" 9' • e" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - e" 2.75" 2.41" 9. 4" 2.92" 2.92" 50 6' - 0" 2.75" 125" 9 - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1' 2.75" 2.44" 70 8' - 0" 2.75" 1.51" r - 8" 2.75 2.24 TA5LE T2 NOTES: ENTER SPAN SCHEDULE 42114 POSITIVE DESIGN LOAD TO DETERMINE MPNP AIM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUITED FOR USE WITH POSITIVE LOADS ONLY 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD iI— fir_I■ I0 - EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS WI (11 w'4' EMBED LAS SCE CH TRWS • EAUSS (700C MAX) - 4106'•00448' MN STEEL TUBE V• HEADER TO ROLLED STEEL TUBE WW CENTER LAG 1.1.5 DESCRIBED ABOVE) • TRUSSES N 4A UPS TO PLATE • 6' 0C. BETWEEN TR(STE6 r 026' / MAX. OCEILING(ELOOR MOUNT SECTION re C• CQNECTION TIEE REFERENCE ANCHOR SCHEDULE T1 FOR MAx SPACING EXISTING GLAZNG REQ'D SEPARATION FROM GLASS (REF TABLE T2) OTRU55 MOUNT SECTION XTS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRN+IG. SEE 4■01405 60ED. BASED EN TYPE Ca STRUCTURE LXAF • 8' -0' (MAX SPAN) MAX DESIGN LOAD • 760 p4( ETWSTNG GLAZING L ORI5E7 WALL MOUNT SECTION �00.6 . ALUM OR GAL,/ 6/EEL SPACER, AS RECD. ♦:I CONNFCf ION TYPE ANCHORS TO BE AT R6' OR 625' OC. (ROME ONCE ANCHOR 50.-SOW-E T3 FOR MAX. SPACNGI USE IG SOVABI-E ANCHORS ).ALT EXTERIOR WALL FN15H• PROTRUDING FROM MOOTING SUF6ACE 0 z 111 n� U-- 0 c() Q 0 LL Ul z `UJ, "1 B 7 Lli r '1 RE VI&ONS OLSCRIPTI¢♦__,p mT Caw^ comma III SWEET. 2 of 4 I • • ••• • • • •.. •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • •• ••• •• • • • • • • • • • •• OHEADER/SILL MOAT SECTION rmAm r49a! MUMS ON A.A.Nth CEILINGPLOOR IVOR SECTION PENETRATION OR EMBED. EFIETT(EG CONCRETE. HOLLOW 6LOOe OR EOOD FRAF@JS. SEE ANCHOR SO@D. BASED C!/ TTPE • STRICTURE 0 awECT CS TTP! REFERENCE ANCHOR OOHEWLE TA FOR MAX. SPACMG L._ 5800• 19• MAX R E09 GLASS SEP. DIET. (SEE TABLE T] FOR MINIMUM ERRING CONCRETE. HOLLOW BLOCK OR W000 GRAMMA SEE ANCHOR BORED. BASED ON TTPE GP STRICTURE (17.) A DIRECT WALL MOT SECTION Na' OVAL Va+?O Na.,' CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK _NJ HEADER END CAP • END W/ (7, u 915 TO TRACK I',0,30' PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS _TOP •M•TRACK OR TOP 1'•'RACK (FASTEN TO STRUCILTRE PER SECTIONS TO LEFT/ OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON-STRUCTURAL. SEE DETAIL To LEFT/ BOTTOM 'H• TRACK OR BOTTOM V' TRACK (FASTEN TO STRUCTURE PER DETAILS M. N r0 TO LEFT) / T.SILL 'RACK ISOM-I.FC .% nom, r•.10.LN1. Approved s complying with ila Das Ffraida nl . ao3 NOM q P n. Mimi LIM Midas k...._ NEL GS' RAGE OPTION A. (31'4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (7) ELCO FANELMATES 4 (I) POWERS CALK -IN. ALTERNATIVEL.T'. USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER I EERNOST ANCHORS .1-1.-HEADER TOP, PER DETAIL .P. LAST PANEL. MOATED FROT INSIDE OF BLDG TYPICAL OVERLAP S' MAX TYPICAL b' MAN TTPICAL T 0 SS. STICH STITCH BOLTS WNGNUTS EACH SIDE OF LAST PANEL ADJACENT PANEL OpII . (211/2' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS (I; S_ OPT a) EL7' MAX NOTCH J T CLOSEST TO LEAS' LAST PANEL AROA.ID WPK NUT PALE- N. PANEL (NO NOTCH FEO'p/ �DiF�'+CT WALL MOAT EXTERIOR ELEVATIp.; �� 110, .41 T7@<, OW l M.MT r•e. osT.a ",.. . RE VISIONS 9240. Otare.,0 t u7.1 0 • � �IIi :T1H' SWEET 3 QF 4 I • • ••• • • • ••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • ICONCRETE . Tap (lb) • 48300 VCap (lb) • 475.00 72 130 12.5" 12.5" 16.0" 16.0" 13.0" 80" 14.3° 10.3" 125' 12.5" 16.0" 16.0" 8.0° 8.0" 10.3" 10.3" 125° 1 .Q':..,�3' • 12.5" 16.1" 8.0� 1 W e 44"x7/8" EMBED 39 12.5" 16.0" 180" 16.0' 12.5' 16.0' 15.2' 15.0" 12.5" 18.0"0961 1111" • ALL - POINTS SOUDSET 49 12.5" 18.0" 16.0" 16.0" 12.5" 16.0" 10.7' 11.8" 12.5" 'IU.S' 7.96 816' LEAD SHIELD ANCHOR 4 58 12.5' 16.0" 16.0" 16.0" 12.5° 16.0" 7.9" 99" 12.5" 16.0' 7.1° 9.2" Tap (lb) • 428 72 12.5" 16.0" 11.5' 12.7" 12.5" 16.0" 7.1' 9.7' 12.5" 16.0' 7.1" 9.2" Vcap (lb) • 429 130 12.5' 18.0' 7.1" 9.2" 12.5" 16.0" 7.1' 9.2° 12.5' 16.0" 7.1" 9.2" 1/4' • 2" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0' 13.3" 15.7" 12.5" 18.0" 92" 12.6" ELCO PANELMATE 49 12.5" 18.0" 16.0' 18.0" 12.5' 16.0" 8.9" 12.4" 125" 16.0' 6.5" 9 9" (MIN 3350 PSI CONC) 4 58 12.5" 18.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 125' 16.0" 8.2" 9.6" Tap (lb) • 372.00 72 12.5" 16.0' 10.0" 13.3" 125" 16.0' 6.2" 9.6" 12.5" 18.0" 6.2" 9.6" Vpap (lb) • 585.00 130 12.5' 16.0" 6.2" 9.6" 12.5' 160" 6.2" 9.6" 12.5" 16.0" 62" 9.6" I HOLLOW CONC BLOCK I 114• x 1.1(4• EMBED ELCO TAPCON Tap (lb) • 218.00 Vcap (Ib) = 398.00 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 18.0' 13.2" 9.7" 16.0" 12.7" 87' 5.9" 3.6" 15.8" 12.5' 10.5" 8.3" 6.0" 12.5" 6.25" 825° 6.25" 6.25" 15.5" 12.3" 10.4" 9 7" 9.T 7.8" 5.2" 4.0" 3.6" 3.6" 9.9' 7.7" 6.5' 6.0" 6.0" 12.5" 6.25" 8.25" 6.25" 6.25" 12.6" 10.0" 9.7" 9.7" 8.7" 5.4" 3 8" 3.6" 3 6" 3.6" 7.9" 6.2" 6.0" 6.0" 6.0" 1/4•x7/8" EMBED 39 12.5' 16.0" 16.0° 18.0" 12.5" 16.0" 12.T 10.3" 12.5" 16 0" 8.8" 8.3" ALL- POINTSSOUD-SET 49 12.5" 16.0" 16.0" 13.1' 12.5' 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.8" LEAD SHIELDANCHOR t 58 12.5" 16.0" 14.3" 11.0" 125" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4' Tap (ID) = 358 72 12.5" 16.0" 9 6" 8.8" 12.5" 15.9" 5.9" 6.4° 12.5" 159" 5.9" 6.4" Veep 014.249 130 12.5" 15.9" 5.9" 8.4" 12.5° 15.9" 5.9' 6.4" 12.5" 15.9" 5.9" 6.4" 1/4.01 -1/4" EMBED 39 12.5" 16.0" 16.0" 12.2' 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 62" ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 625" 9.4" 3.6" 4.9" 8 68 12.5" 15.4' 8.2" 8.1" 625" 9.8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" Tap (lb) • 204.75 72 6.25" 12.4" 5.5" 8.5" 625" 9.1" 3.4" 4.7" 825" 9.1° 3.4" 4.7" Veep Ob) • 233.50 130 6.25" 9.1" 3.4" 4.7" 625° 8.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7' ANCHOR NOTE 5: SPANS AND LOADS SNOW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY ALLOWABLE 8TOg1 PANEL SPANS FOR SPECIFIC LOADS 'SST BE LIMITED TO THOSE SHOUN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'I. 7. ENTER ANCHOR 90/801 LE BASED ON THE EXISTING STRUCTURE MATERIAL H ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGAT'VE DESIGN LOAD CN SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUN'ING CONDITION /SEE MOUNTING DETAILS ON BEETS 2 N 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANC ...ORS SHALL BE INSTALLED N ACCORDANCE WITH MANLFACTURERS' RECOMMENDATIONS S. IWERE EXISTING STRICTURE IS WOOD FRAMNG. EXISTING CONDITIONS MAT VARY FIE.D VERIFY THAT FASTENERS ARE INTO ADEOUA"E WOOD FRAMING MEMBERS. NOT PLTUGOD. FASTENING TO PLYWOOD IS ACCEPTABLE 06.1 FOR SIDE CLOSURE PIECES. ■ • •• • • • • • • • • • • • • • • • ; • . (69N 772DRIS•0N0)• • TIM (6) • 483.0 itt 475.00• 55 65 72 18.0" 14.2" 11.0" 1e0" 18.0" 16.0" 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" •W 4 174147/14EMBED 4 39 1N" z 2' THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8' 4.8" 125" 16.0' 8.9" 3.9' 16.0" PENETR. LAG SCREW 49 12.5" 16 0" 160" 6.0" 12.5° 16.0" 8.6" 3.8" 12.5" 16.0" 6.3' 3.1' 16.0" 5.3" 58 12.5" 16.0" 14 4" 5.1" 12.5' 16.0" 8.6" 3.2" 12.5" 160" 6.0" 16.0" 8.8" Tap (lb) • 359.83 72 12.5" 18.0" 9.6' 4.1" 12.5" 16.0' 8.0" Tap (lb) • 372.00 12.5" 16.0" 6.0" 4.6" 16.0" Vcap (lb) • 92.97 130 12.5" 16.0" 6.0" 4.6" 12.5" 18.0" 8.0" 65 12.5" 16.0" 6.0" 10.3" 3 2' 814 x 1.18" THREAD 39 12.5" 18 0" 16.0" ' 7.T 12.5" 16.0" 8.3" 4.8" 12.5" 115" 5.8" 3.9" 0 PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 8.1" 12.5" 13.2" 56" 3.8" 6.25" 10.7" 4.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 112" 4 3" 3.2" 6 2S' 10 4" 3.9' 0 Tap (Ib) • 234 00 72 12.5" 14.2' 8.3" 4 1" 8.25" 10.4" 3.9" 8.25" 104" 3.9" Vcap (Ib) • 98.74 ' 130 6.25" 10.4" 3.9" 825" 10.4" 19" 6.25" 10.4" 3.9" 7/16"x54!' EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 81" 12.5" 114" 5.7" 6.6" BRASS BUSHING 6 49 12.5" 16.0" 13.5° 10.3' 12.5' 131" 5.5" 8.4" 625" 106" 4.0" 5.2" 1/4-20 SCREW • 58 12.5" 16.0" 9.2" 8.7" 625" 111" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (5) • 231.50 72 12.5" 14.0" 92" 8.9" 6.25" 10.3" 3.8" 5.0" 825" 10.3" 3.8" 5.0" Vcap (Ib) = 232.50 130 625" 10.3" 3.8' 6.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOR NOTE 5: SPANS AND LOADS SNOW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY ALLOWABLE 8TOg1 PANEL SPANS FOR SPECIFIC LOADS 'SST BE LIMITED TO THOSE SHOUN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'I. 7. ENTER ANCHOR 90/801 LE BASED ON THE EXISTING STRUCTURE MATERIAL H ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGAT'VE DESIGN LOAD CN SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUN'ING CONDITION /SEE MOUNTING DETAILS ON BEETS 2 N 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANC ...ORS SHALL BE INSTALLED N ACCORDANCE WITH MANLFACTURERS' RECOMMENDATIONS S. IWERE EXISTING STRICTURE IS WOOD FRAMNG. EXISTING CONDITIONS MAT VARY FIE.D VERIFY THAT FASTENERS ARE INTO ADEOUA"E WOOD FRAMING MEMBERS. NOT PLTUGOD. FASTENING TO PLYWOOD IS ACCEPTABLE 06.1 FOR SIDE CLOSURE PIECES. ■ • •• • • • • • • • • • • • • • • • ; • . (69N 772DRIS•0N0)• • TIM (6) • 483.0 itt 475.00• 55 65 72 18.0" 14.2" 11.0" 1e0" 18.0" 16.0" 7.5" 8.0" 8.0" 16.0" 16.0" 16.0" •W 4 174147/14EMBED 4 39 16.0" 16.0" 148" 18.0" UI •L61P01•1640OL ET 45 160" 16.0" 10.1° 160" U LEAD SHIELD ANCHOR 4 55 16.0" 16.0" 8.6" 16.0" Z Tap Ob) = 428 65 12.6" 18.0" 5.3" 16.0" U Veep (Lb). 429 72 9.8" 16.0" 5.3" 18.0" 14.5" 1 /4 "a2"EMBED 39 16.0" 16.0" 12.9" 16.0" f ELCO PANELMATE 45 16.0" 16.0" 8.8" 18.0" 65 MN 3350 PSI CONC) * 55 16.0" 160" 5.8" 18.0" 4.7" Tap (lb) • 372.00 65 11.0" 16.0" 4.6" 16.0" 6 9" Vcap (lb) • 585.00 72 _ 8.5" 16.0" 4.6" 16.0" I HOLLOW CONC BLOCK 1/4.0 1.114• EMBED ELCO TAPCON Tap Ob) • 218.00 Vcap 0b). 398.00 39 45 55 65 72 16.0" 160" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5' 5.2" 3.4" 155' 13.4' 11 0" 9.7° 9.T 114'x7/8" EMBED 39 18.0" 16.0" 12.4" 16.0" ALL-POINTS SOUD -SET 45 16.0" 16.0" 8 5' 160" LEAD SHIELD ANCHOR z 55 16.0" 16.0" 5.5" 16.(r Tap Ob) • 358 65 10.5" 16.0" 4 4" 15.9" Veap Ob) = 249 72 8.2" 16.0" 4.4" 15.9" 1 /4 "x1- 114'EMBED 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6' f 55 10.3" 16.0" 3.2° 10.3" Tap (lb) • 204.75 65 6.0" 13.7' 18.0' 9.1" Vcap (lb) • 233.50 72 4.7" 12.4" 45 9 1" 0.76' EDGE DISTANCE ICONCRETE 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 16.0" 18.0" 18.0" 16.0" 16.0" 18.0" 12.4" 8.5" 56" 16.0' 16.0" 16.0" 114 "x7/8° EMBED Tcap (Ib) = 359.53 65 10.6" 16.0" 4 4" 16.0" 45 Vcap (Ib) • 82.97 72 8.2" 16.0" 4.4" 16.0" 16 0" 814 0 1.1/2" THREAD 39 16 0" 16.0" 8 1" 16.0° 10.2" PENETR. WOOD SCREW 45 16.0" 16.0" 5.5" 14.4" 9.5" 6.7" 55 11.8" 16.0' 3 6' 11 8" 5 Tcap (lb) = 234.00 65 6.9" 157" 8.9" 10.4" (MIN 3350 PSI CONC) 4 Vcap (1D) • 98 74 72 5.3" 14.2" 5.2" 10 4" 65 7/18" z 5/8" EMBED 39 18.0' 16.0" 8.0' 16.0" 8.8" BRASS BUSHING & 45 18.0' 16.0" 5.5" 14.2° 6 9" 1/4.20 SCREW T 55 11.7" 16.0" 3.6" 11.7" 5 0" Tap (lb). 231.50 65 6.8" 15.5" 4.8" 10.3" 3 2' Vcap (lb) • 232.50 72 5.3" 14.0" 4.4" 10.3° ICONCRETE (YIN 3320 PSI CONC) Tcap (Ib) • 388.40 Vap (Ib) = 380.00 55 65 72 152" 12.9' 11.6" 10.8" 9.2" 8.3" 9.6" 8.5" 8.5" 6.9" 8.0" 6.0" 114 "x7/8° EMBED 39 160" 16 0" 15.7' 10.8" ALL - POINTS SOLID -SET 45 16 0" 14 r 132" 9 3" LEAD SHIELD ANCHOR . 55 16 0" 12.0" 10.8" 7.6" Tcap (lb). 428 65 14 4" 10.2" 9.5" 6.7' Vcap (lb) • 429 72 13.0" 9.2" 9.5" 6.7" 114" a 2" EMBED 39 16.0" 11.6" 193" 7.4" ELCO PANELMATE 45 14 1" 10.1" 8.9" 64" (MIN 3350 PSI CONC) 4 55 11 5" 8.7' 7.3" 5.2" Tap (lb) = 297.80 65 9.7" 7.0" 6.4" 4.6" Vcap (IS) = 282 50 72 8.8" 6.3" 6 4" 4.6" IHOLLOW CONC BLOCK 1 114' x 1.114' EMBED 39 12.6" 8.2" 8 0" 5.2" ELCOTAPCON 45 10.9" 7.1° 6.9" 4.5" 39" 55 8.9" 5.8" 5.7' 3.7' Tcap Ob) • 174 00 65 7.5" 4.9" 50" 3.3" Vcap (lb) • 318.00 72 6.8" 4.5" 5.0" 3 3" 114'x7/9' EMBED 39 160" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR 4 55 11 7" 8 7" 7.4" 5.5" Tcap (Ib) • 358 65 9.9" 7.4" 6 5" 4.9" Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4 9" 1/4'011/4" EMBED 39 11.2" 8.0" 71" 5.1" ELCO PANELMATE 45 9.T 6 9" 6.2" 4.4" 7 55 7.9" 5.8" 5 0" 3.6" Tcap (lb) • 201.50 65 6 7" 4.8" 4 4" 3 2' Vcap (lb) • 199.50 72 6.1" 4.3" 4.4" 12" 0.76" EDGE DISTANCE 6 MERE LAG SCREWS FASTEN 12 NARRDU FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 7' X 4' (MIN.: WOOD ST JD (I4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD STUD SHALL BE 'SOUTHERN PINE. 6.035 OR GREATER DENSITY. LAG SCREW SHALL NAVE PHILLIPS PAN HEAD OR H0X HEAD. 1 4 DESGNATEB REMOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT ■NSTAL.,4TION5. 6. MACHINE SCREWS SHALL NAVE MINIMWI OF ENGAGEMENT OF THREADS I. BASE ANCHOR AND MAT HAVE. EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD ■SIDEWALK BOLT: W.10. 9 MWlrxp+ EMBEDMENT AND EDGE DISTANCE EAC"UDES STUCCO OR OTHER WALL FINISHES O. 61 DESIGNATES ANCHOR CD.DITIONS IWHICH ARE NOT ACCEPTABLE FOR USE 111 U_ • O Ill n L III LI 0) 7 JI. Z QU uU 4H iC } I F rn 0' 7 ills IV • w 2 () 7Q1 (1 4 m i 4. Ti U • rt IL • 063.E :1 ,P 1() V 1Tl ({1 II U _.1 U If) 1111I I)) / I I -'1 / (I • I (V (1 I,) �u i To ) 01(11 UI U) O4'E Tie ".• • SWEET 4 OF 4 1/4 "x2' THREAD PENETR LAG SCREW Tap (lb) = 359 53 Vcap (Ib) _ 82.97 39 45 55 85 72 7.5" 65" 5 3" 4 5" 4.1" 8.5" 5 T 4.6" 3.9" 3.5" 4 8" 4.1" 3.4" 4.7' 3.6" 81401.1/2" THREAD 39 7.7" 6.2" 4.9" 39" 0 PENETR. WOOD SCREW 45 6.6" 5 4" 4.2" 3.4" 55 5.4" 4 4" 3.4" r5 rap Ob)' 234.00 85 46" 3 7" 30" Vcap (Ib) = 98 74 72 4 1" 3.3" 3.0" 7/18" x 5/8" EMBED 39 110" 92" 8.2" 5.8" BRASS BUSHING 8 45 11.2" 8.0" 7.1" 5.1" 1/4 -20 SCREW M 55 9.2" 6.5" 5 8" 4 1" Tap (Ib) • 231 50 65 7.8" 5.5" 5.1" 3.7" Veep (lb) • 232.50 72 7.0" 5.0" 5.1" 3.7" 6 MERE LAG SCREWS FASTEN 12 NARRDU FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 7' X 4' (MIN.: WOOD ST JD (I4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD STUD SHALL BE 'SOUTHERN PINE. 6.035 OR GREATER DENSITY. LAG SCREW SHALL NAVE PHILLIPS PAN HEAD OR H0X HEAD. 1 4 DESGNATEB REMOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT ■NSTAL.,4TION5. 6. MACHINE SCREWS SHALL NAVE MINIMWI OF ENGAGEMENT OF THREADS I. BASE ANCHOR AND MAT HAVE. EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD ■SIDEWALK BOLT: W.10. 9 MWlrxp+ EMBEDMENT AND EDGE DISTANCE EAC"UDES STUCCO OR OTHER WALL FINISHES O. 61 DESIGNATES ANCHOR CD.DITIONS IWHICH ARE NOT ACCEPTABLE FOR USE 111 U_ • O Ill n L III LI 0) 7 JI. Z QU uU 4H iC } I F rn 0' 7 ills IV • w 2 () 7Q1 (1 4 m i 4. Ti U • rt IL • 063.E :1 ,P 1() V 1Tl ({1 II U _.1 U If) 1111I I)) / I I -'1 / (I • I (V (1 I,) �u i To ) 01(11 UI U) O4'E Tie ".• • SWEET 4 OF 4 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO). PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 1A) oc9 to MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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, includtng4lle High Velocity Hurricane Zone. ▪ DESCRZPfiION: 8esi'eL2 "x Heavy Wall Aluminum Tube Clipped Mullion - L.M.L • •APPRO;�3L DOC:tJML TT: Drawing No. 6223, titled "2" Heavy Wall, Elevations Aluminum Tube Clipped • • Mullion„ sheets 1 3j1 5 of 5, dated 04128/00, with revision "C" dated 05/03/06, prepared by PGT Industries, • signed aadsealed by Robert L.Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice got Acceglariae number and expiration date by the Miami -Dade County Product Control Division. MISU JvIPAcT•RATING: Large and Small Missile Impact ' LABELING: Each'lMf shall bear a permanent label with the manufacturer's name or logo, city, state and ▪ following statemettt':R lmii -Dade County Product Control Approved ", unless otherwise noted herein. • • RENE A s of th os tfit shall be considered after a renewal application has been filed and there has been no • changqAQe applivie building code negatively affecting the performance of this product. TERMW J.'ION bf this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 04- 0528.06 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 Jaime D. Gascon, P.E. • • 15 1 NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6223, titled 2" Heavy Wall, Elevations Aluminum Tube Clipped Mullion, Sheets 1 through 5 of 5, dated 04/28/00, with revision "C" on 05/03/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed aluminum windows (00 configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01 /05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.06" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 • •• along with installation diagram of a pair of fixed aluminum windows • ▪ • • • • : (Q®;onfiguration) 80" x 76" mulled together with a lx 4 x std. wall mullion, • • • Drepdred by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2903, • • • ; oft tec 01 /05 /01, signed and sealed by Antonio Acevedo, P.E. • • • • : Su jymitted under NOA# 04-0528.06" • • • • • • . : �' reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 • • . • • • • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • "" 3) Cyclic Loading Test, per FBC, TAS 203 -94 discussed • • • • 44og with installation diagram of a pair of fixed aluminum windows with a • • • •' •.' • transom lite (0 /00 configuration) mulled together with a lx 2 x 3/4" wall vertical • • • • • • • • and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing "" Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.06" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 01/23/06, signed and sealed by Robert L.Clark, P.E. Jaime D. ascon, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 E -1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 01/23/06 and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.06, issued to PGT Industries for their 2" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/04 and expiring on 06/28/06. 2. Letter from consultant dated 04/21/06, stating that the product is in compliance with the Florida Building Code (FBC). • •• • • • • • • •••• • •• • • • • •••• • • • • • • • • • • • . • • • • • • •••• •• • •• • • ••.. • • • •••• • • • • •••• • •• • • • • • • •• • •• • • • • •••• • • • • E -1 Jaime D. 4 n, P.E. Chief, Product Control Division NOA No 06- 0125.08 Expiration Date: June 28, 2011 Approval Date: June 08, 2006 • •.. • • • ••• • •• • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • ••• ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS • • • ANCHORS DETAIL' • • • • •• • • \ • • ANCHORS DETAIL A - ----'V • • • • • • • • • • • • • • • , / 1 ks , Aft / M2 r, 1.. 1 "MEM , ® ---W i W2- qr W = W1 +W2 H =H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 Ml) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 • • 44NCHOR4 DET;14. B'; "O" OR}••L, " AT BOTH EEID�` /© is Ar'$OTTOMS • • • • • • • • • ••• • • •• • •• ••• 4 ‘ • • • • • • • • • • • • • • • / .iMii 1 "MEM , ® Jr, I —W i '� / W2 �'t W. W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 NOTES: 1. THE 33 1 /3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. ANCHORS DETAIL 8" "C" OR "0" BOTH ENDS ANCHORS DETAIL B'; "C" OR 'D" BOTH ENDS MULLIONS H 1 / / --Wi W2 W MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W c I, TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robed ;. Clark, P.C. PE #39%l2 Structural INDU Rood B, F.K. Rend By: F.K. Drawn Bp P.J.P. Description: G%9 /06 51%3/06 Revielone: B—REWSE ANCHORAGE Revkaorm C —NO CHG THIS SHT Date: 4/28/00 2" HEAVY WALL, ELEVATIONS 1070 TECHNOLOGY owl- Nokomis, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION series/mom: Sheet: Growing No. MULLS NTS 1 ar 5 6223 R. • • • •• .• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 PGT 2x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 2x MULLIO FOR 2" MULL 1 PGT 2x MULLION 2" MULL =1" MIN. 2h(TYP "OR .6" •• #12 FH SMS STAGGERED• ON OPPt$ITE:SIDES (SO AV NOPT :TO INTERFERE 'WITH EACH OTHER) SEE NOTE 3 • • • •• ••• PGT 2x MULLION • • WOOS BUCK .'R61,0VED TO CONCRETE • • SEE•NOT S ••• TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" WOOD MIN. FBUCK (TYP1h(TYP • 14 MIN. r4" OR 6 "-1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 WOOD `,L BUCK 8(►YP)11(1YP) #12 SCREW, SEE NOTE .3 MIN. TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2". ELCO 1/4" SS4 CRETE —FLEX ANCHORS MAY BE USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS INCREASED TO 1 3/4 ". 2. 1/4" TAPCONS OR ELCO 1/4" SS4 CRETE —FLEX MASONRY ANCHORS MAY BE USED INSTEAD OF #12 SCREWS FOR WOOD APPLICATIONS. 3. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL —TO —CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. (MINIMUM OF 2 SCREWS PER CLIP) 4. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 5. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. } TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C ". #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 1/4" TAPCON, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. ETAIL "D" •Tr,1G7:1 .00 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Rered,4 Oct : Rsrlekne: F.K. 1,9 B /06 — REVISE ANCHORAGE TR F.K. 55/3/04 C G THIS SHT Orom By. Da r. P.J.P. 4128/00 Description: 2" HEAVY WALL, CLIP INSTALLATION DETAIL Robert L Clark. A.E. PE /39712 Structural IND T ES 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 ALUMINUM TUBE CLIPPED MULLION ss ha /YOd&: Sooty sheet•. Orari^V No. MULLS NTS 2 ar 5 6223 Rev: C • S. • • • • • •.• • • • • • • • • ••• • • • ••• • • •.• •• •• • • • • • • • • • • • • • 000 2" MULL CLIP EXTRUSION DWG #513 2" MULL CLIP W/TABS REMOVED EXTRUSION DWG, 1513 iMIN. (TYP MIN. MAX. (3) ANCHOR LOCATIONS iMIN. FROM ENDS (TYP) MIN. (TYP) I`—A /1® (3) ANCHOR LOCATIONS CLIP LENGTH CHART FOR 1 x MULL MULL SIZE A' 2 x 4 x 1/4 3 7/16 2 x 6 x 1/4 5 7/16 • �fIM ••• • • • • • MIN. •• ••• ••� • •• ..S5••. • • • • • • • • • • •• • • • • • MAX. • • •• 1 3 MIN. (4) ANCHOR LOCATIONS MIN. FROM ENDS (TYP)--"' J4) ANCHOR LOCATIONS NOTES: I IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS I AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. MIN. (6) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) LA/ J® (6) ANCHOR LOCATIONS ®(A'- 3/4)/3 g MIN. 3 EQ. SP. 1 MIN. ® (A'- 3/4)/3 3 EQ. SP. 1 A' (8) ANCHOR LOCATIONS MIN. FROM ENDS (TYP) MIN. (TYP) ®1--( 4 '- 3/4)/3J (8) ANCHOR LOCATIONS MIN. TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DANE NOKOMLS, F1 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd F. Dot: 1j9/06 Revisions: 8 —ADD .5-4 HOLE APP. Revs;r.: F.K. 0/3/06 664616m C —ADD MISSING DIM. Crown By: P.J.P. 4/28/00 ObxHVtion: 2" HEAVY WALL, ANCHOR LOCATIONS Mk: ALUMINUM TUBE CLIPPED MULLION S..ke /Model: MULLS soak: NTS Sheet 3 if 5 Crowing No. 6223 Rev: C • • • .. • • • • • • • • • • ••. • • .. • 0 • • • • • • • 0•• • • • • • • • • • . • • • 000 • • • . • •e • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • •0 • • • •. •00 •• • • • • • .1. • • •. • • �t—f —• 0 •• •4. • • • 000 •• NOTE; 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 t 6 2x HEAVY WALL MULLS MAT'L: 6063 —T6 PRODUCTREVISOD 0.,. i;G1iT:1 4 TO BE USED ONLY WITH PM -INDUSTRIES PRODUCTS oL obert L Clark. P.E. PE 839712 Structural IND RereQ By: Revs B. Grown Br P.J.P. E" /s /o6 3.3/06 Doe: 4 28/00 Revldons: 8 —NO CHG. THIS SHT. R.vislorre: C —NO CHG THIS SHT OeowlPUon: 2" HEAVY WALL, MULLION PROFILES 1070 TECHNOLOGY ERNE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOMIS. FL 34274 TPoe: ALUMINUM TUBE CLIPPED MULLION ser00 Yodel: MULLS Score: 7x shoes: 4 or 5 OromIng No. 6223 • • ••• • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • CHART 2. - 2x6x.250 ANCHOR TYPE & QTY. • OPENING.WIDTH IN INCHES.. 50 eo (3) A (4) A (3) A (6) B (8) B (6) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 70 60; .9D; ; : 10% ; . 110 120 130 160 (4) A (3) A (4) A (3) itf .(4) A f3) A AS ) A (+1 43)•A (4) A (3) A (4) A (3) A (4) A (3) A (4) A (8) B (6) B (8) B (6) B (8) B (6) B • 83 B (6) B (83 B (g) B (8) B (6) B (8) B (6) B (8) B (6) B (8) B 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 1>'0 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 79 X1.70 !174 170 41 • 10 •'�70y 1f0 L.W0' • 1 fw0 ' 'F70• 170 17 ••170e •170 170 170 170 170 170 170 170 • 1701 170 0.11761 170 •170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 168 170 162 170 159 170 158 170 158 170 170 170 170 170 170 170 165 170 154 170 146 170 140 170 136 170 134 170 133 170 170 170 170 170 168 170 154 170 143 170 135 170 129 170 125 166 122 162 119 159 170 170 170 170 162 170 148 170 138 170 130 170 124 165 119 159 116 155 113 151 170 170 166 170 148 170 134 170 124 166 117 155 111 148 106 142 103 137 98 130 170 165 144 140 105 170 153 170 136 170 123 164 113 151 106 141 100 133 96 127 92 123 86 116 170 142 170 125 167 113 151 104 139 97 129 91 123 87 115 83 109 77 98 Vertical Mull Mull Length �Opening� Width Horizontal Mull F Opening Width L' Mull Length Multiple Mulled Units Mull Length \Opening Width 170 123 163 170 119 154 108 89 90 109 141 98 105 1331 94 78 78 69 125 89 112 83 102 78 95 73 88 70 83 63 73 118 86 106 80 97 75 89 71 83 67 78 61 68 69 61 61 56 56 51 51 47 47 44 44 37 37 CHART 1. - 2x4x 250 OPENING WIDTH IN INCHES 50 60 ANCHOR (3) A TYPE & QTY. (6) B (3) A (6) B 70 80 90 100 110 (3) A (6) B 120 130 160 (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B (3) A (6) B MULL LENGTH IN INCHES 42 170 48 170 50.625 170 54 170 60 170 63 170 66 170 72 170 76 170 78 170 84 177 90 163 96 151 108 107 111 98 144 45 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 166 162 160 159 159 170 170 170 170 154 149 146 145 145 170 166 152 142 135 129 125 123 122 170 154 141 131 124 119 115 112 109 167 149 136 127 119 114 110 107 104 153 136 124 114 107 102 98 94 90 141 125 113 104 97 92 88 85 79 129 112 100 91 83 78 73 69 63 90 78 69 62 57 53 49 47 83 72 63 57 52 48 45 43 37 32 28 26 23 21 20 18 41 37 16 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. .3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. 1/4" TAPCON B. #12 SCREW TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • Pf.. 9712 Structural Ft T INDUSTRIES Rev 4 By: 1179/06 Revisions: B- REVISE ANCHORAGE Revsd 9y thorn F.K. 13y: P.J.P. 5,.3/06 Revisions: C -NO CHG THIS SH7 Date: 4/26/00 Oeseriptbn: 2" HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY OWE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, R 34274 ALUMINUM TUBE CLIPPED MULLION Sense /Model: MULLS Seat: NTS Sheet: 5 Of 5 Oravang No. 6223 MIA MMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) (,OYc(0 211.(9 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S 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 the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Aluminum Sidelite • APPitnil L DOCUMENT: Drawing No. 992, titled "Aluminum Sidelite", sheets 1 through 5 of 5, dated • • 11 /17 /Q1„eparediiymapufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County • •Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Caitrolsivision. MISSZ IMPACTRATING: None .••• .LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • •followieFatemen[ • RMlami -Dade County Product Control Approved ", unless otherwise noted herein. 'RENEWAL of thfslint shall be considered after a renewal application has been filed and there has been no • change a tie appli ;1;1Ebuilding code negatively affecting the performance of this product. ' TERMM ATION'af this:NOA will occur after the expiration date or if there has been a revision or change in the materiel/Arse, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • • .•.. NOA No 03- 1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 992, titled "Aluminum Sidelite ", sheets 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. 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 along with marked -up drawings and installation diagram of an "Aluminum Sidelite ", prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3922, dated 09/16/03, signed and sealed by Joseph C. Chan, P.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 along with marked -up drawings and installation diagram of an 0 configuration 74" wide by 37" high series PW -701 aluminum fixed window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory, Inc., Test Report • • • • No. FTL -3923, dated 03/16/03, signed and sealed by Joseph C. Chan, P.E. • • • G....cALCULATIONS • • • 1. : (;comparative Analysis, ASTM- E1300 -98, and Anchor Calculations, prepared by • • • • '8, . PQT •Engineering, dated 12/18/03, signed and sealed by Lucas A. Turner, P. E. ••. • • • • • D. QUAL• ASSURANCE • • • • •Mani Dade Building Code Compliance Office (BCCO). • • •• •••••• • • E. • • 'MATERIAL CERTIFICATIONS •••••1. None. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03137, issued by Fenestration Testing Laboratory, Inc., dated 10/01/03, signed and sealed by Joseph Chan, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 03138, issued by Fenestration Testing Laboratory, Inc., dated 10/01/03, signed and sealed by Joseph Chan, P.E. E-1 ,e-e-.1/1"710-1.-1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Letter from the consultant stating that the product is in compliance with Florida Building Code (FBC) • .. .. . • • •••• • •• ▪ • • . • • •••• • . • . •••• • • •• • • . • • •••• •• •• • • • • •••• • • • •••• • • • •••• • • • •• .. . • • •• • •• • • • . •••• • . • . E-2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • •. • • • • • •• • 95 3/4" MAX. HEIGHT • • • • • • • •• • • • • • 36 3f4 ".Mla. WIDTH -*I • • • • • • f-__ DAYLIGHT OPENING 1.• • •I • •• ••• • • • • • • • • • ••• • " • • •• • • • • • " •• • • • • • • M • • • • •• • • 1 • • ••• 84 1/2" MAX. DAYLIGHT OPENING •NOTES: NON- IMPACT SIDELITES • • •1, GLAZING OPTIONS: • • A. 3/16 TEMPERED GLASS. •• • B. 5/8" I.G. GLASS COMPRISED OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (SEE TABLE BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 • (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). • 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 13 1 /2" MAL J 8" MAX -4 L_ 1 13 1/2" MAX. 0.C. OUTSIDE 4 • • TABLES ASTM E 1300 -98 3. ANCHORAGE (UNDERUNED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD. SILL & JAMBS' 6° MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. 4. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCH DOOR - MIAMI -DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BETWEEN SIDEUTE AND DOOR. 7. REFERENCE TEST REPORTS: FTL -3922 AND FTL -3923. COMPARATIVE ANALYSIS (DESIGN PRESSURES PSF) GLASS FTL -3923, 3/16" TEMPERED TYPES: FTL -3922, 5/8" I.G. (3/167, 1/4 "SPACE, 3/161") SIDELITE WIDTH SIDEUTE HEIGHT 79 3/4" 83 3/4" 87 3/4" 95 3/4" 10 3/4" 100.0 -210.0 100.0 -202.5 100.0 -192.7 100.0 -175.6 11 7/8" 100.0 -194.6 100.0 -184.6 100.0 -175.6 100.0 -160.0 12 3/4" 100.0 -182.4 100.0 -172.9 100.0 -164.4 100.0 -149.7 19" 100.0 -127.8 21 3/4" 100.0 -113.9 100.0 100.0 -120.9 100.0 -107.6 100.0 -114.8 -102.0 100.0 -104.1 92.4 -92.4 27 3/4" 93.3 -93.3 88.0 -88.0 83.2 -83.2 75.1 -75.1 38 3/4" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 -60.0 Ram Raeder Racier 6e* Dram Bp FJG Oei 11l/17/D3 R*Mow itgabrve R+dmr enrdroder Oa* 1070 TEOFWOLOOYDRIVE NoKOw3, FL 31776 PST Visibly Bettor ELEVATION, NOTES AND DESIGN PRESSURES ALUMINUM SIDELITE a.lwrare a " Snot F11401 NTS 1 d 5 992 1 ucsa A. Turner, RE. Pe 458201 PAa.neid;al • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• 3/16" TEMPERED GLASS 1/4" AIR SPACE y a 5/13" OVERALL • • • • • • • • •• • • • • • .__,• • • • • • • • • • • • • • • • • • • • • • • • • • • • +-- 3/16° TEMPERED GLASS •• iLifm 0 r m ouiseE ••• •• • • • • 3/16° TEMPERED GLASS ••• •• 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BRE OUTSIDE ea the 5/811 I.G GLAZING DETAIL 3/16" GLAZING DETAIL 1l./frk y F.K. M' 11/17/03 GLAZING DETAILS » ALUMINUM SIDELITE F0.10/ IX Luce A. Turner, P.E. PE 08201 Mechanical • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 3.10• • s • •• • • • • • -- •• • • • • • • ••• • MAX. HEIGHT MAX. DAYLIGHT OPENING MAX. WIDTH HORIZONTAL SECTION MAX. DAYLIGHT OPENING VERTICAL SECTION CORNER CONSTRUCTION (JAMB ADAPTER REMOVED) 3.100" RondeF Roktheac wwex Des 440492 Rde Rawer ems cameder Oak. FJC 11/17/09 1079 TECHNOLOOYDRIVE HAMM FL 34275 P.O.8OX 1578 NOKONp, FL 31274 SECTIONS AND CORNER CONSTRUCTION PGT Visibly Better 8'ds40"' FO.101 Tele ALUMINUM SIDELITE 1/2x ease 3 d 5 992 e.. !2-/e /o3 Wm A. Tumor, P.E. PE 600201 Ated ankral e • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • e • • ••• • • • • ••• Item Dwg # Description PGT# 920 Sidelite Header 2 921 Side lite Sill • • • • • • • •• • • •1 • • 1• • • 69208 3 916 Sidelite Jamb 4 1155 • • • • • #8 x 1.000 Quad Pn. SMS• • • • • .• •• 60415 ▪ 60381 • • • 8s/JmTbe 5 934 Sidelite Jamb Adapter • •.. • e2 • • 781PQA 61841M 6 3/16' Tempered Glass 1 7 8 968 5/8' I.G. Glass - Comprised of 3/16° Tempered Glass, 1/4° Alr Space and 3/16' Telears•! Gips • • 41•4, SL Interior Bead • • ••• 1 •• • • •• 2 • 13 4046 3/16° 8114' Grill Kit Bead 14 989 3/16' Bead a • •• • • • • • • • 2 • • ••• 2•• 6986 644842 6989 18 4057 5/8' IG Bead 2 84057 16 1224 Bulb, Thick (Used in all Extruded Bead) 2 8TP247 17 124 Applied Colonial Munttn, High (used an interior of door) As Req'd 66631 18 1240 Flat Bar (used on Interior of door) As Req'd 68926T52 19 1282 Applied Muntln, High, Endpiece (used on Interior of door) As Req'd 41730 20 523 Applied Muntln, High, Intersect (used on interior of door) As Req'd 41728 21 1239 Applied Muntln, Low (used on exterior of door) As Req'd 68421 22 647 Applied Muntn, Low, Endplece (used on exterior of door) As Req'd 41852 23 522 Applied Muntln, Low, Intersect (used on exterior of door) As Req'd 41830 24 Setting Block, 3/32' x 1/4° x 1' w /psa 8 712653K 25 Setting Block, 1/16" x 1/2' x1" w /psa 4 71267K 26 Glazing Compound - Dow 899 or 995 As Req'd 27 Narrow Joint Sealant - Schnee- Morehead SM5604 or Equal As Req'd .346 --.-1 1 .050 ... L .688 F- .055 1-o-- .542 0 SL INTERIOR HAQ 6063 -T5 .805 x- .050 .678 14 3/16° BEAD 6063 -75 _11t..=;678 1.057 4.---`1 T a13 3/16° & 1/4' GRILL KIT BEAD 6063 —T5 .363 -►( F-- ,050 - •678 —•-� 1.096 15 5_/8" I.G. BEAD 6063 —T5 .688 3.100 1 SIDELITE HEADER 6063 —T5 .890 ,050 3.000 i 33 SL JAMB 6063 —T5 ..L .750 I.--- 3.100 --`I OSIDELITE SILL 6063 -T5 .075 5.212 4.586 .830 2.980 .050 J 5 SL JAMB ADAPTER 6063 —T5 a.waer bob: Ihrolakno ww0er •FF Rmeer e,.w,ea F.K arm 11/17/03 Motkoo Chorkyd Who 1070 TECHNOLOGY DANE NOKOMIS,, FL 30276 P.0.60X 1820 NOKOMI9, FL 30274 Pc�T Visibly Better PARTS LIST AND EXTRUSION PROFILES m ALUMINUM SIDELITE 1/2x 4 • d 5 992 luau A. Turner, P.E. PE 858201 Mechartleal .•4 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1/4" MAX, SHIM 1 • 'UQ° • • • Mltt • • �• • • 2x WOOD BUCK • ME :V0=E • • ••• • • MOD! • #10 SCREW OPTIONAL 1x WOOD BUCK (SEE NOTE 2).: 1/4" MAX. SHIM TYPICAL HEADS NOTES: • • • 1 1/4" MIN. (CONCRETE) 3/16" TAPCON (SEE NOTE 1) • •• • • • • • • • • • • • • • • #10 SCREW •• •• • • • li� �j:i 'IAII 1/4" MAX. SHIM --►1 1..— 1x WOOD BUCK (OPTIONAL WITH SOUD CONCRETE SUBSTRATE (SEE NOTE 2) '1' 3/16" TAPCON (SEE NOTE 1) 1 1/2° MIN. 2x WOOD BUCK (SEE NOTE 2) (WOOD) 1/4° MAX. SHIM -� 1 1/4" MIN. %(CONCRETE HOLLOW CONCRETE 9LOCK) TYPICAL JAMBS 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. A — IN MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B — OUTSIDE MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF W000 BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 1/4° MAX. SHIM 1/4° MAX. SHIM 1/4" MAX. SHIM #10 SCREW (WOOD) 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) •1 1/4" MIN. 3/16° TAPCON (SEE NOTE 1) (CONCRETE) 111 �.� :• 1 1/4" MIN, OPTIONAL 1X WOOD BUCK (SEE NOTE 2) TYPICAL SILLS lbw*: rr• Read By: ear DM: DOR 11117/09 RaNsialr 7 Paw 1070 TECIOIOLOYDRIVE NOKOM IS, FL 34275 P.O. BQX 1520 NOKOMIS, FL 34274 Pc rT ANCHORAGE Tar ALUMINUM SIDELITE Visibly Better INTS Stye 5 d 5 992 w,- Lucas A. Turner, P.E. PE 158201 Mechanical • Feb. 13 06 03:51p • • •..... • • •....• • • • •••••. ••••. • • ••••• • • •.•.•. • • •.•.•. • • • •..... DECO PRODUCTS INTL MIM� BUILDING CODE COMIPLUANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOAH 3052662724 p. 1 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 - 29111 FAX (305) 375 -2908 PG-T Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docum ntation 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 Flaying Jurisdiction (AIHIJ). This NOA shall not be valid after thc expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) andlor the A1{J (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 npplicahle building eneic. 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 HR -201 Aluminum Horizontal Sliding Window with STD Meeting Rail liaRPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. IIorix. Roller (STD. MTG. Rail) ", sheets • thrsaigh 9, prepared. signed and sealed by Robert Clark. P E. dated 5 /10/07. henring the Miami -Dade County • • •i's°oduct Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade • tw Uy Product Control Division. •MISSILEIMJr/FT RATING: None • •' LABELING; Fogh unit shall bear a permanent label with the manufacturer's name or logo, city. state and •'tdltowing slaitfoari rt: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. •� •'RdNEWs Iio this NOA shall be considered after a renewal application has been fled and there has been no change in the gitsplicable building code negatively affecting the performance of this product. • • .TERMII:A.TJOPI of this NOA will occur after the expiration datc or if there has been a revision or change in thc '. • • Zt1tttcrials ttSe! and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any ...product, 3or stilt , advertising or any other purposes shall automatically terminate this NOA. Failure to comply • •. • with any stetiortof 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 thc 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. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0313.10 Expiration Date: June 27, 2007 Approval Date: June 27. 2002 Page 1 3052662724 DECO PRODUCTS INTL CO PAR TIVE ANALYSIS - TABLE 1 G ABE TYPEii A.. DBB: -,1t8" ANNEALED (F TL -3341) , ::.00:3118" TEMPERED (l TL- 3338). - 4.;`,;`??<... N.! • .''r''8.3118'ANNEALEDEPTL -3338) • D. 112" LG:- 3716A,3/16"S,1/8A(FTL3340jT'•; WNDOW HEIGHT WINDOW WIDTH 26.790 (2) 38.375 (3) 44.000 (3)_ 60.62502 83.000 (4) 72 00015) NEC 1 P05 NEG POS NEG P08 NEG P05 t4EG POS NEC POS 25.500 (4) A. -75.0) 58.0 ?5.0 56.0 "75.0 58.0 -67.9 56.0 53.0 53.0 -45.7 45 7 B. - 120.01 55.0 -120.0 58.0 -119.9 59.0 - 101.9 56.0 -79.5 56.0 -68.6 C. - 135.01 58.0 - 135.0 58.0 -135.0 16.0 -118.8 56.0 -92.8 56.0 .80.0 D. .120.0 I 56.0 -120.0 56 0 -119.8 56.0 - 101.9 58.0 -79.5 56.0 -68.5 37 000 (4) A. -75.0 56.0 -585 580 410 510 -47.0 47.0 39.8 39.8 .34.1 C. D. -120.0 -135.0 -120.0 56.0 -110.2 58.0 42 5 56.0 -77.6 510 -59.7 58.0 - 128.6 560 -107.8 58.0 -90.5 58.0 -59.7 58.0 -110.2 58.0 -92.4 58.0 -77 6 58.0 -59.7 55.0 -51.2 56.0 -59.7 58.0 56.0 55.0 34 1 51.2 58.0 58.0 -51.2 51.2 44.000 (4) A. -80.6 -84.9 -99.0 56.0 -51.2 51.2 -43.2 13.2 -36 7 363 -28.9 55 0 -84 9 56.0 - 81.8 58.0 - 68.1 56.0 41.9 68.0 -89.0 58 0 -95,4 56 0 .79.5 56.0 -80.8 28.9 51.9 58 0 -27.1 443 -51 8 27.1 44 3 3 .6 53.125 (4) D. A -84.9 56 0 -84.9 56 0 -81.8 38 0 68.1 58.0 -51.8 51.9 .44.3 44.3 -38.8 38.8 - 38.8 32.8 -38.8 38.8 - 33.6 33.9 -24.3 24.3 -21.0 21.0 83.000 (4) 0. A. -58.2 -87.9 -58.2 -28.5 58.0 -58.2 56.0 - 58.2 50.0 -59 2 56.0 45.0 45.0 -38.1 33.1 56.0 - 67.9 58.0 -87.9 60.0 -67.9 58.0 -52.51 56 0 - 58.2 55.0 - 582 58.0 -58.2 56.0 -45.0 52.5 45.0 -44.4 -35.1 14.4 38 1 28.5 -27.6 27.6 -27.6 27.6 -77 6 27 6 -24.7 24.7 B. -42.7 42 7 -41.4 41.4 -41.4 41.4 -41.4 414 -39.6 39.5 C. -49 8 49.9 -48.3 48.3 48 3 48.3 -48.3 48.3 46.5 D. -42.7 42.7 -41.4 41.4 -41.4 48.5 196 33.5 - 39.1 39.1 -19.8 -33.5 41.4 -41.4 41.4 -39.5 39 5 -33.5 33.5 74.000 (4) A. -21.9 21.9 -20.0 20.0 -20.0 B. - 32.9 32.9 -30.0 30.0 -30.0 C. - 38.4 38.4 -35.0 35.0 -35.0 D. -32.9 32.9 40 0 30.0 -30.0 20.0 -20.0 30.0 -30.0 35.5 -35.0 30.0 -30 0 20.0 -20.0 20 0 -20 0 20.0 30.0 -30.0 30.0 -30.0 3011 35.0 -35.0 35.0 -35.0 35 0 20.0 -30.0 30.0 -30.0 90.0 ITAB.F, NOTE: NUMBERS IN F 1 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER $IM NON:7IMPAC7 W1NOOW NOTES; 1. GLAZING. 1/8' ANNEALED. 3/16" ANNEALED. 3/16- TEMPERED. 1/2" IG (3/16A,3/155.1/8A) 2. DESIGN PRESSURE RATING. SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300 -9 U. POSITIVE CS:GN LOADS BASED CN WATER TEST PRESSURE AND GLASS TABLES ASTM E 13 3. CONFIGURATIONS: OX, XO 4. REFERENCE TES' REPORTS: f7L -3338. fTL -3359. FTL -3340 & (IL -3341 5 SHUTTER RECAR£MEN1: WAMS -DAD€ COUNTY APPROVED SHUTTERS ARE REQUIRED. 5. NARROW JOINT SEAM SEALANT IS 0SE0 ON ALL CORNERS AND AT EACH FIXED MEETING RAI. 7 ANCHORACE SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SiLL MAX. 6" FROM CORNERS. MAX. 6" ON FACr SIDE OF ME(•.11NF: RAIL CENTERLINE, MAX. 6" FROM C06N�RS. MAX. 17 :i+'A.:;,■■. 8 SF.0 SIIEFT 2 FOR CA7.INC DETAILS 9 PRESSURES LNDEIS 4D E.S.F. NOT APPLICABLE IN MIAMI - DAOC COUNTY. 10 51 F' Sj!CET 7 '0R CORNFR CONSTRUCTION INFJRMAT:ON.4A 8. 33 1/2" MAX. © OPER. LITE DAYLIGHT OPENING 5" MAX. IYP. 33 1/2" 11111X. FIXED LITE DAYLICHT OPENING 1- 66" WA. OPER. LITE DAYL.CNT OPENING - 72' MAX. 11E1 HT 00-98. • 4 6" MAX. -- �6" MAX. 6" WAX.,_ F (SEE'ANCHORAGE NOTE 7)-7- MEETING RAIL CENTERLINE NP 74" MAX. WIDTH QUTS(OE - SEE SHEET 2 FOR SECTON DETAILS 141400 Sr Dot. R4n4w41 • PK •1•4/23/02 ADD AN;HOR D+M. • 2/11/02 a�nyr,an* • ®x. •x0 ELEVATION, 74 IW+x /2H • Rot rr .. Cton ! 1:1,717'• •• !.1 ,t.ta41 • • 1070 ttChY0L00Y DR4 • 1.040■11 FL 34275 • • P 0! 901 1329. • • • N;34011 S, •L )4 4 • • • • a_ a • • • • •• • • 57 1/8" MAX. FIXES LITE )AUGHT OPENING AVDI1>•r3 it camylyIn1 an W fl•clda U3kla1 gal Dam 1r .a• L 7 4 "2- NUAll Maa40i0a ALUM. HORIZ. RGL LE',R STD. MTG. RAIL) �Ora..ay +.a �•... 258- 7 A J 3444 /44ar • Score: 1S ■eet: NTSt• ) M 9 • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • ••• •• 00 m 3052662724 DECO PRODUCTS INTL MAX HEIGHT OUTSIDE A FIXED LITE DAYL IGF•T OPENING ---- r--- -- FIXED LITE - --- DAYLIGHT OPENING L � ✓ ." \/\/\ j :VFRTICAI_ SEC=ION INSIDE_ OPER LITE DAYUCHT OPENING OUTSIDE MAX WIDTH. MONOLITHIC GLASS OUTSIDEA HORIZONTAL SECTICN OUTSIDE A INSI F A 7/16" NOM. GLASS 91T jit f I E d. 1 INSULA ?ED GLASS 1/8° ANNEALED OR 3/16" ANNEALED I Fa-- DR 3/16" TEMPERED TEST REPORTS: FTL- 3336 FTL -3339 FTL- 3.340 FTL -3341 3/16" ANNEALED 3/15° AIR SPACE 1/2° NOMINAL INSULATED GI ASS GLAZING DETAILS 1/8° ANNEXED INSIDE A • Atter L Clarj °.• •Eo4.:IV • Sv4:twat • • ••• Raw 8i: R.m.°ne. Rend es DM.: 7hcabne: • QC 4/23/02 ADD !NT /EXT DESMG. • 2,112, R,j • �0,.,. i.K.• 1/11/02 INN4p are c X .•X0 SEC tIIGN.3 di. t7LAZiI4G, 741vx /2i1 nu., ALUM. HOR_ /Z. ROLLER ('STD. MTG. Seete /M.dd SeNe: I $MN- HR.zOj • • j NTS 1 2 °r 9 • • • •• • • • • •• • • • •• • • Ap4ramj ntompttl$p> Ids the Florida ich Cate DM .,..a 0.1, 2.. - _ NOM • 1- •/-'•-•e Miami h udtwYt,I DI71dm BY 1070 1ECNYOLOOY OWE ND<CUS. f. 312,5 • • 2,.p ft, • • •• • ••• • • • • • ••� ••••• • • . • • • • ••• •• •• • Nr°.40 No 269 — t RAIL) An. A CL 3052662724 DECO PRODUCTS INTL 1 GLASS TYPE; A. DSB • 118 ANNEALED (FTL -2345) B. 3/15" ANNEALED (FTL -3343) COMPARATIVE ANALYSIS - TABLE 2, 0 WINDOW WIDTH 04116" TEMPERED (FTL.3342)'i ::•° = D. 112" I.G. - 118A,114 "S.113A (FTL -3344) WINDOW HEIGHT. 26.000 (2) 38.375 (3) 44.000 (3) NEG POS NEG P05 NEG 1 POS 50.625 (4) NEG POS 28.500 A) A. -75.0 56 0 -75.0 560 -75.0 1 55.0 -75.0 56.0 B. -120.0 58.0 -120.0 560 -12001 56.0 -1130 58.0 C. -135.0 56.0 -135.0 560 -135.0 56.0 -135.0 56.0 83.{X10 (4) NEG POS 58.0 -88.2 58 0 110.2 55.0 -88.1 D. -75.0 58.0 -75.0 560 -75 0 1 66.0 -75.D 55.0 -75.0 37.000 4) A. -75.0 58.0 -58.5 560 -51.0 1 51.0 .47.0 47.0 -41.8 B. -120 0 56.0 -1700 56.0 -102.4 1 56.0 C. -135.0 56 0 - 135.0 560 - 128.1 1 56 0 0. -750 56.0 -75.0 560 -75.0J 56.0 A. •780 56.0 -51,2 512 43.2 -86.0 -107.6 -75 0 55.0 68.0 55.0 -68.2 -82.8 -58.0 55.0 41.6 56 0 58,0 49.7 -36.7 -75.5 -94.4 -66,1 -33.8 .59.1 38.7 56.0 58.0 560 33.6 58.0 44.000 4) 28.9 50.4 58 0 43.2 53 125 ;41 24.3 B 56.0 -77.8 43.6 C. -971 56.0 - 97.0 560 -97.0 55.0 56.0 37.4 63.000 ;4) 24.7 38.7 49.8 33 2 74 000 (4) 23.4 -28.7 35.0 -50.0 45.0 D. - 38.4 32.9 -35.0 3E0 -35.0 ( 30.0 -35.0 30 0 -35.0 30.0 TABLE )LOTS: NUMBERS IN (1 PARENTHES )BARE MIN(MIJM QJANTITY OF ANCHORS PER SIDE NON- IMPACT WINDQW NOT=S: 1. GLAZING: 1/8" ANNEALED. 3/16'• ANNEALED, 3/16" TEMPERED, 1/2" IC (1/8A,1/45,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE ANO GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED DN WATER TEST PRESSURE AND GI ASS TABLES ASTM E 1300-98. 3. CONFIGURATIONS: OX, )(0 4. REFERENCE TEST REPORTS: en- 3342, F11.- 3343, F1L -3344 ,¢ FTL -3345. 5. SHUTTER REQUIREMENT: UAW-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 5. NARROW JOINT SEAM SEALANT 15 USED ON ALL CORNERS AND AT EACH FIXED MEETING 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. ,NEEAD do SILL' MAX. 6' FROM CORNERS. MAX. G" CV EACH SCE iti MEETING nAli CEEN-ERI II.L. jAM@S; MAX. e FRC \! MAX. 17" SPAC'NG. 8 S:E SHF:L 14 FOR GLAZ NG DE-AILS. 9 PRESSL,RES UNDER 40 P.S.F. NOT APPLICABLE IN MIAM' -OADE COUNTY. 10, SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. • EL C. 0. A. -113.1 560 -:01.8 -135 0 55.0 -135.0 -75.0 66.0 -75 0 -58.2 -77.6 56D -47.9 550 560 56.0 47.0 58.0 -432 -89.8 56.0 -113.4 58.0 •76.0 -40.4 70.5 58.0 40 4 56,0 0. - 87.9 58.0 -87.9 5130 -67.9 58 0 A. -42.7 42.7 -41.4 B. -58.9 49.8 -55.2 C. - 712 56.0 -69.0 D. -49.8 42 7 -48.3 41.4 -37.3 37.3 463 -55 2 48.3 56.0 - 69.0 56.0 41.4 -48.3 41.4 A. -32 9 32.9 -30 0 3C 0 -30.0 30.0 B, -43.9 38.4 -40.0 35.0 -40.0 35.0 C. -54.9 49.4 -50.0 4E0 •50.0 45.0 -83.0 -58.1 -32.2 -51.8 -69.0 -48.3 -29.5 .40.0 -50.0 56.0 49.8 32.2 46.3 56.0 41.4 29.5 35.0 45.0 -25.9 -57.6 -72.0 -50.4 -24.3 -48.5 -82.3 -43.6 -24,7 -39.5 -55.3 -35.7 -23.4 RA,L. r 6" MAX. TYP. 57" MAX. OPER LITE DAYLIGHT OPENING 63" MAX. I-EIGHT 33 1/2" MAX. OPEP. LITE -� DAY_IGI- 1 OPENING 33 1/2" MAX. FIXED LITE - �! DAYLIGHT OPENING X 6" MAX. ® TYP 0 58 1/2" MAX, =IXED CITE DAYLIGHT OPENING f rmi , - 6' 6- MAX. � -�-6' MAX. (SLE ANCHORAGE NOTE 7) MEETING RAIL CFNTERUNE 74' MAX. WIDTH OI;TSIDE - SE k SHEET 4 FOR SECTION DFTAIL.S I / / •�• -11r11u�7 �ol�- •• ••• •• • Rax't t. CtoO,. BE. • •�• 4�0! x *315• PE E317P • • Rogom.11L m7+ Statluro • • R•ae By Dale. ReNCMf.' Read Bj DR4a• Reaaroar: n �FK 4/23/02 ADD ANCHOR 011.4. 011.4. • • 4n1 • • 1r . , •Yn Cr Ct .1 7 /P)111 744 WY -!'1.71 i 17" MAX. . .. 1 1 A APlupved •e campl1laZwllb 14• � Main .a o•L NOM b Mimi Otr 0 1070 1(118 c1.06Y ORYE NDY.CIRS, Ft .1477! ALUM. HORIZ. ROLLER `/STD. MTG. RAIL) 3ertq/ ✓Derr Seale: 5'e&. Orel+ .► 2QP NTS .3 a 9 •X268 -) 'ReA • • • ••• ••• • • • • • . • • • • • . • ••. • • • • • • • • ••• • • •� ••••• • ••. • • • • • • • • ••. •• •• • 3052662724 DECO PRODUCTS INTL Feb, 13 06 03:52p r 2 FIXED L T DAYLGH1 OPENING MAX HEIGHT 1IFOT,CA V. ..vH.� 1NSIDEA OPER LITE OAYLIGHT OPENING OUTSIDE INSIDEAL FIXED LITE DAYLIGHT OPENING OU:S10ca HORIZONTAL SECTION MONOLITHIC Qt.*� OUTSIDE 7/ 16' AGM. ! GLASS BITE TYP. (4) ^`J I— �, ( (41 411111111Milic ®, 1/8" ANNEALED I 0 1/8" ANNEAL( -1/4" AIR SPACE INSULATED GLASS :/8" ANNEALED OR 3/16" ANNEALED --./ 1-.--- OR 3/16' TEMPERED TEST REPORTS: FTL -3342 FTL -3343 • • `%%L(74%71141 I ALUM. •HORIZ. ROLLER (STD. MTG. RAIL) f L -33444 Rebut L. Co& -•P • • saw /wRur• • S. : �ined: tve.mp "a268-1 aw 4 eF• .P G.•fi0i,•1529• F1 -33 5 FE /39,12 • n6KG>�13. 3t7.• t HR•j01� ACTS 1 e' A • • ••rt --• —• i INSICC 2" NOM - nNY rb INSULATED GLASS flvndi thud* cal. MOAT • 21 , e. �CLAZ(NG OCTAIL$ Vat . Rena Ely: 1 neM• N ,, ,r Oblides • I cl► • 4/23/02 ACO INT /E},; rrSIC. • >• ' !1 • &v uvor: • •I 6.,r.,:.,.. r• /P40 1T • 11 02 1 OX, XO SECTIONS & GLAZING, 74Nx63I-f • • ••• • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • ••• • • •• ca 3052662724 DECO PRODUCTS INTL • �MPARATIVE ANALYSIS TABLE 3. A GLASS TYPE A. 3116: ANNEALED (FTL-3339) •• ; i .:. q G 'U2" 1.13: = 'W3A,114S;118A (PTL -3337) • B. 3118" TEMPERED (FTL -3335 • • . 1 • WIDTH NEC POS 53.125 (6) A. -135.0 55.0 6. -135.0 500 -76 0 58.0 • 74.000 (7) -78 9 56.0 - 92.0 56.0 - 75.0 58.0 - 53.3 53 3 -62.2 58.0 53.3 382 106.375 TB) 111.000 (6) NEG P05 - 84.5 56.0 -110.0 56.0 - 75.0 58.0 - 84.3 56.0 -92 0 58.0 -71.3 56.0 -52.4 52.4 -62.2 66.0 WINDOW HEGHT 000 (3) NEG -73.0 -91.2 -75.0 -56.2 -75.5 -03.9 -48.4 -82 2 P05 56.0 56 0 50 625 NEG -6' 2 4) 63.030 oOS 58.0 NEG P0S -49,5 43.6 56.0 26 1/2° U■X. OPLR. LITE - DAYLIGHT OPEMNG 6" MAX, TYP.- TYP. {e ") 58.0 56.0 55.0 48.4 56.0 53.3 38.2 FM -613 -52.5 -433 -55 5 56.0 52.5 43.3 55.8 49.6 49.6 -37.4 3'.4 -46.3 45.3 -35.9 38.9 •34.4 31.4 -40.1 40.1 -474 47.4 -34.4 - 38.0 38.0 -31.5, 13111= -41.6 44.5 -38.7 0 35.2 ® 35.1 110111123111111EILIMINNEMEDI 40.9 35.1 30.0 35.0 •40.9 -35.1 -30.0 35.0 -40.9 -35.1 -30'0 45.0 40.9 35.1 30.0 35.0 -35.1 -308 -29 2 -36.0 38.1 30.8 C. -30.5 30.5 -30 0 30.0 -30.0 30.0 -39.0 30.0 -28.7 28.7 TABLE NQ E NUMBERS 1N t 1 PARENTHE66S ARE MIN}MUM,QUANTITY QFF �WCHORS PAR SID 57- MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) 63" MAX. HEIGHT 56 1/2" MAX. FIXED LITE DAYUGHT OPENING 0 18" MAX. SPACING -f TYP. J 6" MAX 16" MAX. 5" MAX - _ • .6" MAX. ®" MAX ® MEETING RAL CENTERLINE - ----J (SEE ANCHORAGE NOTE 7) 'JON - IMPACT WINDOW NOTES: GLAZING. 3/10" ANNEALED, 3/16" TEMPEREO AND 1/2" •.G. (1/5A,1/45,1/EA). 2. DESIGN PRESSURE RATING. SEE. TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON 'TESTED PRESSURE ANO GLASS TABLES ASEM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -95. 3 CONFIGURATIONS! XOX 4. REFERENCE 'CST REPORTS. 9E -3335. FTL- 3336 & FTL -3337. 5. SHUTTER REQUIREMENT; McAM.! -DADF' COUNTY APPROVED S4UITERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT 15 USED ON ALL CORNERS AND AT EACH FtXED J&fTING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. EAD & SIT L MAX. 5" FROM CORNERS IUA11 5" ON EACH SIDE OF METING RAIL CENTERL1N-. MAX. 18` sHACING. ,JAMBS. T.!A,. : 77C,., '2E,- I.•rac MAX 17- SPACING. 8. SEE SHEET 6 FOR GLAZING DFTAI_S 1 9 PRESSTJIOES UNDER 40 P.S F. NOT At'F'_ICABLE IN !.I :AML -DADE COI,NTY. 10 -SEE SHEET 7 FOR CORNER CONS :RUCTION INFORMATION.4 120" MAC. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETA:L$ Bate 58 1/2" MAX, FIXED LITE DAYLIGHT OPENING •7" MAX. TYP. Dal•: 4/23/02 • - •31A• •• •, a �7 • • 1' }/07 •• ▪ ••• •• •• • 4YQY+•ELEVAr0n1\1, )20f /Y6_31-0 f • i �• R..b■•• ADD ANCHOR DIM. APP+a'Nu •Im rbi}otih lM p7• 1. L...+1- M Dhb m10dd, a1iZiss 'J"°i0L°�'! BR"` ALUM. HORIZ. ROLLER STD. MTG. RAIL. • M3KOLtS, rL 3.a >e aa5eri l C14/k, �E • • p��• yoK �� Sede.,4 .' S '. sne•C ha•Ap No. Ra.• s c� • • N•Rb/l• Jti • • • Aii 27 $ N i S I 5 '� 9 ` 26F -1 A •• • ��. • • ••• • • • • • • • ' • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • •. • •••••• • • ••. •• •• • 4 i x Y. N -ate t•-v ,, J 6" MAX 16" MAX. 5" MAX - _ • .6" MAX. ®" MAX ® MEETING RAL CENTERLINE - ----J (SEE ANCHORAGE NOTE 7) 'JON - IMPACT WINDOW NOTES: GLAZING. 3/10" ANNEALED, 3/16" TEMPEREO AND 1/2" •.G. (1/5A,1/45,1/EA). 2. DESIGN PRESSURE RATING. SEE. TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON 'TESTED PRESSURE ANO GLASS TABLES ASEM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND CLASS TABLES ASTM E 1300 -95. 3 CONFIGURATIONS! XOX 4. REFERENCE 'CST REPORTS. 9E -3335. FTL- 3336 & FTL -3337. 5. SHUTTER REQUIREMENT; McAM.! -DADF' COUNTY APPROVED S4UITERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT 15 USED ON ALL CORNERS AND AT EACH FtXED J&fTING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. EAD & SIT L MAX. 5" FROM CORNERS IUA11 5" ON EACH SIDE OF METING RAIL CENTERL1N-. MAX. 18` sHACING. ,JAMBS. T.!A,. : 77C,., '2E,- I.•rac MAX 17- SPACING. 8. SEE SHEET 6 FOR GLAZING DFTAI_S 1 9 PRESSTJIOES UNDER 40 P.S F. NOT At'F'_ICABLE IN !.I :AML -DADE COI,NTY. 10 -SEE SHEET 7 FOR CORNER CONS :RUCTION INFORMATION.4 120" MAC. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETA:L$ Bate 58 1/2" MAX, FIXED LITE DAYLIGHT OPENING •7" MAX. TYP. Dal•: 4/23/02 • - •31A• •• •, a �7 • • 1' }/07 •• ▪ ••• •• •• • 4YQY+•ELEVAr0n1\1, )20f /Y6_31-0 f • i �• R..b■•• ADD ANCHOR DIM. APP+a'Nu •Im rbi}otih lM p7• 1. L...+1- M Dhb m10dd, a1iZiss 'J"°i0L°�'! BR"` ALUM. HORIZ. ROLLER STD. MTG. RAIL. • M3KOLtS, rL 3.a >e aa5eri l C14/k, �E • • p��• yoK �� Sede.,4 .' S '. sne•C ha•Ap No. Ra.• s c� • • N•Rb/l• Jti • • • Aii 27 $ N i S I 5 '� 9 ` 26F -1 A •• • ��. • • ••• • • • • • • • ' • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • •. • •••••• • • ••. •• •• • 3052662724 DECO PRODUCTS INTL INS1DI F XFD .ITE DAY_iG11T - OPENING MAX HEIGHT OUTSIDE AN. 1_________ Fi1cro LITE CAYUCFIT oPENtNG OUTSIDE OUTSIDE m NONOUTHIC GLASS OPER. LITE DAYLIGHT OPENING TYP. (2) HOR'ZONTAL SECTION OUTSIDE INSULATED GLASS 1N51 t • GL S` ASS BITE 6[TE GL TY OPER LITE DAYLIGHT OPENING rtz 41 AIM' ."-- ‘0,40% 1./8' ANNEALED — -• —i/8" ANNEALED 1/4' AIR SPACE 3/16" ANNEALED OR 3/16" TEMPERED INSIDE NOM. INSULATED GLASS GLAZING DETAILS VERTICAL_ SECTION TEST REPORTS Mi.- 3335 FTL -3336 FTL -3337 yr, • ••• • • • • • • • • • • Nobel !..t114 Pt. • �An • Jdlclu.nt * • Cole eracn+ • FJC 4/23/02 ADO INT /EXr DESIG. •, .re.n Coke FK. 11 %IV:12 errrktien: G A OX S1= r.77viY,: .�' UL. .r.... _ t 2.J+..k:J.- TAW •Ja7c i VataGY OAK • •NOX.r , Ft 3.27 q�4LUM. HOW. ROLLER MTG. RAIL • • P. BOX 152• • se.•r/uWa: Seine, Sleet: ISTO. rpinq Ns. RA/L) • • NaK�1�. —701 !VTS 6 er 9 26A— 7 1 A • • •• • • • App n. rd .' rompiyth$ w 7011. Fm,t4+ Bmdi>,a Cede Oue 3••• i7, i'•t MAX .t �mmD,d*P By e[ ••• • • • • • • • ••• • • • • .••••'•• ••• • • • • • • • • • • •• 3052662724 J F Z I-1 DECO PRODUCTS -OP VIEW A - -A A CORNER CONTRUCTION • R I— --, .542 " ----- -»-1 .067 -I 2.209" 0 FRAME JAMB(OPERABLE) MAT'L: 6063 —T5 DWG# 219 FRAME HEAD MAT'L: 6063 —T6 A CWG# 2156 FRAME JAMB(FIXED) MAT'L: 6063 —T6 A DWG f f 218A f 'TEST REPORTS. F; L -3335 FTL -3338 FTL— 3342 FTL -3336 1-1L -3339 FTL -3343 FiL -3337 ,TL 3340 FTL -3344 FL •3341 FTL -3345 • • • >j • . • • • • FIobeA•t.•^tok, Ft1E. PE 97A1 • . a et • -- - •. • • • • • FRAME SILL MAT'L: 6063 —T5 OWG# 264 • ▪ •• F"YTPUSION PROFILES. 050" .062" 7.428' 05 SILL ADAPTER MAT'L: 6063 -16 T DWG# 2656 • 1 76t• L 1 043" SASH STOP MAT'L: 6063 —T5 DWG# 110 atc 4/23/02 K' 417.722/ jartriphare ADO CORNER DEL 13)6 TECHNOLOGY 361* • • ho.t .44. FL 3427: • • • P. PDX 1524 • • • /.171( ma Ft 3474 • ••. ••.•.•• . • • • ••. • • • .. . ;• • • . • • • . . . •• • Applaud at mmpl7fa. ass' tlu Flurfdana6lig Thar "8 •••• 1: iri DY / & CORNER DETAIL, ALUM. HORIZ. ROLLER STD. MTG. RAIL) 1 !•.✓t /4 d V Ye W: .�+�NI Cra.:np Pio. �-T Fey i It— 201 NTS 7 ar 9 268 — 1 A j . • • ••••.• .•.•.• • •• •.••.• •••.• • • ••••. • . ••. •. • • OOOOOO • • • ••.•.• • v � M1AMIDAflt ✓ �.v i RVL}V 4 t V i 11 I L BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION jUOC:btsc: IL 1- P -3 MIAMI -DADL+ COUNTY. FLORIDA MGCRO -DADP. FLAGLER BUD DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-290/1 NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 SCOPE: This NOA k 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 an 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 faits to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `•FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision "G" dated 04/23/04, 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 approval date by the Miarni-Dade County Product Control Division. 1116.SILE IMPACT RATING: None 74VBELIN1: fseh unit shall bear a permanent label with the manufacturer's name or logo, city, state and • • ('oroeving statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. ItiNEWAL of this NOA shall be considered after a renewal application has been filed and then: has been no • £ aj ge in the ap'pli'cable building code negatively affecting the performance of this product. •. AMINdt OWof this NOA will occur after the expiration date or if there has been a revision or change in the • • materials, utps and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • product, for Ia•Igs, advertising or any other purposes shall automatically terminate this NOA. Failure to comply •with any %ling this NOA shall be cause for termination and removal of NOA. • • •Ai VERT18 NT: 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 lone in`us entdety. • • 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 # 02- 0625.01 and, consists of this page 1 and evidence page E -1 and F.-2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO 04-0203.01.rnax NOA No 04- 0203.01 Expiration Date: July 22, 2007 Approval Date: December 23, 2004 Page 1 7 xew Io Eozo -4o 37 1 /e MAX. MOTH 25 11/16" MAX. DAYLIGHT OPENING 95 t /2' MAX. HOOHT 3I- 13 1/4 - HINGE CENTERLINE '4 2 POINT LOCK OPTION » _x 16' MAX. 0.0 L.� 84 5/8' MAX. QAYLCHT OPcWNO 47 3/4' HINGE CENTERLINE IJ 1/4" HINGE CENTERLINE 71 3/4' VAX. 940114 25 11/16' - MAX. ',MUSIC I {•� 8' M/11t. OPENING I (� MAX. -1 13 1/4" HNCE - CENTERLINE TYP. BOTH .AM05 95 /2 MAX. Ho0HT 84 5/8' MAX. DAYUGHT OREN840 ANALY -IS •R: XC N8) HEIGHT - JAMBS WIDTH 80.000 (F9 84.000 (8) 95.400 (6 24.000 (2) HEAD .102.0 (2) SILL +90.0 -98.9 -03.8 +80.0 +80.0 30.000 (3) HEAD (3) SILL +80.0 -55.0 -S0.9 .09.4 +80.0 +80.0 37.500 (3) HEAD (3) SILL 430.0 -80.0 -60.0 480.0 400.0 +50.0 COMPARATIVE ANALYSIS FOR: XX CONPIG 48.000 (6) HEAD (7) SILL +80.0 +80.0 480.0 80.000 (0) SILO +80.0 +00.0 +50.0 HEIGHT • JAMBS -102.8 495.9 -83,8 45.8 -82.9 -89.4 71.760 m 81 LLD 480.0 +80.0 +80.0 -80.0 - 80.0 -80.0 36' 47 3/4' HOME CENTERLNE TYP. 80711 18' .44435 0.0.31 GTE: NUMBERS N PARENTHESIS ARE MJNIMUMI 1 6' VAX. --I 15' MAX. .C. + HINGE J CE1/4PITERWNE TYP. HEAD 4t SILL 17 BOTH JAM85 .NON- IMPACT DOORS 1.) GLAZING: S /10- TEMPERED OR we I.0, (3 /16-TEMPERED, 1/4- NR SPACE. 3 /161EMPEREO) 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE TABLES A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASSO ON WATER TEST PRESSURE ANO GLASS TABLES 43714 E 1300 ■96. 4.) ANCHORAGE FOR HIGH VELOCITY HURRICANE 20NE: 1X . 6' FROM CORNERS ANO MAX, t5' 0.C.. (XX ONLY) AN ANCHOR AT THE MEETING RAIL CENTERUNE AND MAX. 4 EACH SIDE MAX. 6" FROM CORNERS AND MAX. •5: O.C.. (XX ONLY) AN ANCHOR AT 114E MEETING RNL CENTERLINE AND MAX. 4' & 8- EACH six JAMN X. 6' FROM CORNERS AND MAX. I8" 0.0. (STAGGERED - SEE SHEET 4) (FOR ANCHORAGE REGU:REO DUIS0E 146164 YELOGA HURRICANE ZONES. REFER :0 APP.4A3.8 7817 AEPCR' 5.) 1111A11-0ADE COUNTY APPROVED HURRICANE PROTEC1NE UPNT LS REQUIRED. 4.) 34/4.447 10 BE APP'JEO APO= FRAME & PANEL CORNERS, CEAD 821.' & LEVER HANDLE. L.- 6" 144X. 7.) REFERENCE TEST REPORTS FTC -2333 & FTL -3652 B.) SEE SHEET 2 FOR SECTION DETAXS. 9.) SEE SHEET 3 FOR I.G. GIAZ.NG DETNL. 15' VAX. 0C.® ANCHORAGE DETAIL SEE NOTE 4 am. so. F.78 Awed b F.K. 4- , . 04/23/04 G -RLNSL N OKIgS 9 AWE ows IMIw• 11 _4 LT F-CHG mows. ADD IG 7/31/02 o.a 11%17LOC • • • A B 9/5/97 • 1.r1 :21. ._lil.l _ r,.•Hwen • • . : ••: • : : r('?RIOR ELEVAT :ONS - X &t XX �1���� :: ' • i 14 ":46:11 : /g.Amvuh FRENCH DOOR 414,8 4 C•A. Pl. 5w%rW: *At: Swot. reeve, N•. PL 639711 P.O. DOE 1811 Sl , • 1aAOU5 T• 0-tot NTS 1 •1 5 944 E -ADO ANCHOR LOC SKr 5 & 1494.1 ADD 2P LOCK • • • • • • • • • • •• • • • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • n 0 J r_ J 3 3 3 , J. VERTICAL SECTION EXTERIOR 7� 714' M*. 1NDTN 25 1t /1•' MAK. DA'UONT OPENNG TYP• (2) ae.264' OVCRALI PANS. w•OTH HORIZONTAL SECTION — XX CONFIG. HORIZONTAL SECTION -- X CONFIG. 1 Kew an 40,0 04 F.K. � 3/04 VOW i%a1/fd trs 7/31/02 •• • • •_ •• • . • / Z 5 cr • t alo * 04 •• ••focay 32=5 RefNA Cs* P.L. P.G. 15y11244 Pe /35/15 144:0014110. PL 34274 • • • • • twee 4 NetilStr D.H d Q 9/5/97 •CJ?ONS &ow £2e /o2 tf /17 /DC C-A4 f7tbl 40 F-PIO CHG DO 5H1 E-ADD MAx. 00.1.5 Raloona fro MSS sir ADD 2P LOCK a 'AIWUM FRENCH DOOR fseeAAe ef: Drawing NA FD -101 NTS 2 je 5 944 • • • • • •• • •• • • • • • • • ••• • • • • • • • ••• ••• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • ••• • • • . • • ••• • • • • • • ••• •• •• • • • ••••• • • • ••• • • G_ r s /e• ovDOA 3/18' TEUPERED GLASS Ti /R' uR SPA1 E • 3/1$ TE4PEREG GLASS "44401110 ' Q SIUCGN£ t5J32 ROM. i GLASS ME 2 POINT LOCK OPTION I Nowt C•A, P.4 PE /33712 S1rucMN • • • • • •• ••• • •• 5 /a' I.G, GLAZING DETAIL Nor Y ore WARN. •4/23101 0.4.0 . CNC MIS SW. �t� UC� .qtr wr F.If.� It/04/O3 F —ADD &G. DETAIL 0i hit %Jt /02 N0 CMG nos 941 R.wnt�QJ, OctL Rwwriue 01 b 6/02 /A 0 CHG T 5141 0,8 11/17/00 AID 2P LOCK P t7 875/97_ 04e•011.: 6!�!2Mi1 DETAIL do EXPLODED VIEWS 0J 1iL�M�! • • '07O IEd*OU Y •NEB •.0.04 s •..1.71, • q •+JM�.IN4JM FRENCH DOOR P 0 !OZ 1519 ./ ` k•�' 3M.L• rOro.09 Na Rre •0•0•IS, Ft 34274 FD -101 , NTS] 3 r 5 1 944 G • • • • • • • • • • • ••• • ••• ••• • • • • • • • • • •• • • • • • • ••• • • e If • • • • ••• • • • • • • • • • • •• • • •• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • Xew Lo sozo -vO / NA K (UP VIONA{..SCE NOTE b) gts 1 1/4" MN. 1 /4" TAPCON W/ 112 ND (SEE NOTE 2) TYP. HEAD YIN. 2x WOOD (FRAMN:G OR OVER CONCRETE, SEE NOTE 4) I /4" 1 t /2' MIN. MAX •12 scREw J ® TYP. HEAD ANCHOR FASTENERS ARE STAGGERED IN JAMBS! CONCRLIL ON NU 1 ' /2' VIN. 1 I/4" MIN I I 2 WCOD ® SCREW rr / 1:x" —I I-- TYP. JAMB /AlMIN. 2x MOOD FRAMING NR OVEN OONCRETE, SEE NOTE 4) A /4" TAPCON W/ 112 1.0 (SEE NOTE 2) ® 1/4• TAPCON (SEE NOTE 2) TYP. JAMB TYP. SILL 1/4" MAX. Ix 4L10001C0 ITEM DESCRIPTION LOCATION a ... - - . L H y,. 4ILi1 AL. • ...i ;DAS, Li.N.1, anr•7/klrit-i11•C EI[ ■VZIFkYLS 1:>•C •k`:IL`Hi ii .. MAT 1 .08 W C. V.ASAMITI F3Q1 U - NM . • x .I. N ST J.' ti.'YC•l•(•Io)i I■ .H G. CORP. IkJU I:!L IL-MLAl3!1L..mil(C!R-1. Tlb-ti".LR11MIIIIIIIMEMOCliEai 1111 119•1051(572MMIOCit-figALV/1111MMINEF311111111.0111111•1111111111111111111.1.1111111111111 VI f3 Fi3ZI:�a 1,N;it, ) ;tatt Bs9 1U11BP1as a 1,i ii :1.42,1 V . Bt LZSFTA1•EIIZEMIIIN01 !'!'Vn' IEEIFDIS Ira F7 1'17$• L1Gor,E1i©IflF1 I'- ME ft, - 3ir-VT1 iii nFIAFT .Zn1M111111111ExITEMICIII yam.. ... I'�. IN NENUMI1 I thEr.0111 FICA FY ea. a.ar to • H• .;I>rr UN . - i• =r,' ?1P I litrk?-1111171131 L'iULI INNI[Li7Fi7111111 J RIai:1i i. fu-171. DIN LVOV [?T'i37:L»_�� iL>f f�i "�QOf IIIIII 7L>E;3 f• E,EIM1111iIhTl Er4:c aE1111 2- 1 1 1;1T:i ili-i i"- III91 E ©LTi.TI>MMI POT OTT. VENDOR VENDOR QM IIMEC,A SEW ILITIIIVIIIMONIIIII=IMIIMMINIIII fuIIEMI M) ry .. . • INIM :RNI .L.v --�x4.t Ire mu ..l• —LtUJs . `-711i•.l(?:5�i TT•=:ITa!C. CS6I7•111111 6 11 11 111 1 a111III EMi4d', Qii'3IIIIIII MIrLID FIIE INKNOl[F1 ) EY ii_��!.vAv. -A= 1f f.TST[LE•-'.$3l7 [L9•• Emil. 1) lthTEG'L^S T J Ei�9f;. Iil∎ 1 71 FrIlfi TAL21 tl llQ ))CG71117<7RS1�1Lructimm•Iu 11 war ong Q 1•tC101TETr••..g.a �Ii�t.i 1..X31:-� Kg _FEWINKAVI6 01011111 FICA 1 l �t!L•..lc 1 i •,i u•1 rrir ai..J.L.: a)�E •I.. sr C z F I113..1.1.1SI ll,A ES7[NDuIC•7 i9 LL gi [�33e91.,� tk, .tJaQDI([: Q'» !C. A1r6M t?9TiI tikIta�G)1fG7iT1r'LTD . : :. FI -g l g. E FTT • �1141 ..• • �.. [L1 � ..�� f � T nroi 1 E 'r r AI:�,rle_�I. rte. E1/SFY .Q3iil L3D_ l lL'Q/'14riA:1 1=tilll MLA 11R 7 MINE Egal3110111.110. [ �T'^l• ELt CIOII F:3a1? .n ell af33'.C. /107F j 1•�TTrlINDS _r_• • B.O.M. WS IN BRACKETS ARE foR X COMTOURATSON. 2. USE ONLY mew -or= COUNTY APPROVED 0.00 IPPOONS. 3. FOR ANCHOkAOE REQUIREMENTS OUTSIDE HWN VELOQ Y HURRICANE ZONES. REFER TD APPLICABLE IEST REPORT. 4. ■STALLAflmN TO 114E SUBSTRATE OF 71000 BUCKS 1 1/2" OR MORE THICK. TO BE CNG1NEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL 5 INSTALLATION TO THE SUBSTRATE OF 4000 BUCKS LESS THAN 11/r THICK TO BE ENGINEERED BY OTHERS. 5 SEA ANCHORAGE SPACING NOTE 4. SHUT 1 OF 5. GROUT MUST TRANSFER SHEAR LOAD TO SLAB 1/4• MAX. 4... q: F.K. 04121/04 G,6001101 10..6O 06 Pow*M F.K. • •� q'D1h.f �'ri - S"'r/b.. • • •• •: • •• • : LT:TP.ACE & B.O.M. Atilt' � ' • Erik' ei a3;e • '� J44iUM FRENCH DOOR OM.1 L. C•.., P.E. P.O. WI 1529 57 '7 - 1i•'e'.' j 5n.ee rim. rn PE 1139712 IIOYaxeR. Ft 34274 FO•• 707 NTS ' 4 .. 5 flruetural �— • • • �: •'••'• .•.••••. • • • ••• •• •• ••• •• •• • • I/24/0� tooktras F-ADO BENS 37,38.39 ~ FN 7/31/02 Ogle A..a Pe1..• (� 0]/28/0. 0.8. 11114/77/00 40 ate 0.8. 9/5/97 6- 4i ro rAPGONs A.rAiwa mn CMG THIS 546 .400 P COCK R ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • :•• • • • • • • • • • • • • • •• •• • ••• • • 944 I P.. G -- .062 4.000 ODOOR PANf_t. MEAD & SILL 6083 -T5 ALUM. .050 254--1 I»- 1.620 .125 OWEATHER STRIP CMAkNEL 6063 -75 ALUM. 2.123 7.760 --j ti �fll — .062 4.100 ODOOR PANEL JAMB 6063 -75 ALUM. 1 .500 -+1 .760 1.272 TRUSS CLAMP Tt 6063 -T5 ALUM. .363 —1 .05U .125 L-1.096 0 L MAMA BEAD 67.8.3-T5 A_Ull. HINGE EXTRUSION 6063 -T5 Al UM. .678 -._-1 .062 4.100 4.875 ODOOR PANEL ASTRAGAL 6063 -T6 ALUM. 3.000 -7 1.760 OFR AMC JAMB 6053 -75 ALUM. OFRAME HEAD 8063 -T5 ALUM. 40 FILLER M7 ADAPTER 6063-T5 ALUM. ah 1.469 .469 I r% 7-1 - 3.000 ---- 0 8 OU7SW940 THRESHOLD 6063 -15 ALUM. A.b 4 1.. VGA. 0.6 PE 131712 Sinn*" • • • • • • • •• • •• is. is 04. F.K. o4/7JO4 F.X. � i � hag M if 7 31/02 •wMt G-ADD ITEM 4o RHw14 al' A.rMw F -ADD ITEM 38 21/02 77/77/00 .. . . • • . ,X RION PROFILES IN ''i'wat 3 ORA• wow. a 34275 ALdNNNOW FRENCH QOCR H. PA. Mat 1529 * 4l•4 L Sea14: $fuel 1 D 'O 110K31A3. FT 34174 Fp - tot I NTS 5 al 5 1 944 VO CNG DOS SW' AM•bu: eco sta. 50F5 ADO 2P LQCK 7 0/01 '• • ••• • • • • • • • . • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • •• •• ••• • • - • • •• •- • • • • • •• • i �Q�t•cJ Lt,B 2 •1 P ` j $ Csf i Le__ x-c;) e.- cke_. 4.4 Ln „icr, mEw I V O 0 2- .1 12 (D- O AUG 1 0 MO • •• • • • •••• •••• • • •••• •••- •• •••• BY: --- - - - - -- • •• • • • • • • • • • • • •••• • • • •••• • • • • •••• • • •• • • • • •• •••• • • •••• • • •• • • • • • i Cji O t f�KiS�!iJv+ r y,Qi %D•i vA MOh oZ.o3c3_1a ?.M Nod 03. %223a01 36 "x $O" Y- CBS RES--- 335 NE�JO1 STREET HORES -FLORJDA If! itl 3�x So 8 No A o Z_o 3i/3/_to Nor1 L- �m `11w�. v STEPS- - rA� 'S1 tlic"r PrWa KY, 3.61 • 40. v✓� L •yl W O 0 • • ••• • • • ••• •• • • ••• \P\P • • • • •••• •••- 98.0�' • • •••• . • •• • • • • • • 10.10 15.00' 3 X 5.0 /g" I1IoA • ••••• • • • •••• • • • •• • • • • •• • •••• • • •••• • • ••••• • • •••t. •• • • ••• ••