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WS-07-966Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/12/2007 Inspector: Grande, Claudio Owner: IRAHETA, MARIO AND TIFFANY Job Address: 501 94 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)754 -3003 Parcel Number 1132060140850 Lot: Building Department Comments REPLACE WINDOWS WITH IMPACT RESISTANT WINDOWS c4 1 AS S1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, June 11, 2007 Page 2 of 2 Miami Shores. Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.AS 0-1—Ckdp Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle). L MAY 1 0 2007 L.°). BY: m ®e Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) .77 Fri H 1 era. Phone # Owner's Address S o l !it q q gT 3oS- St- 1-30o3 City M.i Cum i Skov S State pt, Tenant/Lessee Name 9.5 ) A Zip 33►3$ Phone # Job Address (where the work is being done) S'o t Ng ei `l S + re o ,�- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Zip 33138 Is Building Historically Designated YES NO V Contractor's Company Name 2C,4062 i2. , Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. o 8. E o I c 03 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $'CC Square / Linear Footage Of Work: Type of Work: DAddition DAlteration ['New Qr Repair/Replace ❑ Demolition Describe Work: 1 kee w i nd nw S torsi -I ea+ LA) C' — d -oU.sS q Submittal Fee $ Permit Fee $ �t �� • CCF $ 1Q,-'� qCO��,,/CC Notary $ Training/Education Fee $ 4') Technology Fee $ oi • UJ Scanning $ 1'» Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 410 • .45 See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that,no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature er or Agent The foregoing instrument was acknowledged before me this day of %°`Vay , 20 l�� by TIFFAAP1 1`f%Al (—yia , who is personally known to me or who has produced Palvas. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: MARGARITA PARDO Notary Public. State of Florida No DD458004 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/0) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 1-i • DATE: ADDRESS: 501 NC q u ST 1 i� tG �vu S1` s 33 13 $'. Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial j(3-4 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4Pd-1 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial , 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate "any contract disputes. Initial 364 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. Initial .1. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and relateddcost which could include loss of wages during recovery from injury. Initial 441 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this Initial 461 day of MA--( ,20 Cl By If \'f S\'1 l R, .,who was personally known to me or who has Produced there License or L trEt\gillz as identification. O E-R NOTARY MARGARITA PARDO Notary °ublio. State of Florida My comm expires Aug. 03, 2009 No.OD458004 • kr NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.\4\1% rC�t" TAX FOLIO NO. �t `� ��Q6D 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. IIIIIIIIIIIIIIIIIIII 11111111111111111111111 CF-14 20078054 591 OR Bi, 25662 P's 1177; (1as) RECORDED 05/31/2007 16:07 :39 HARVEY RUVINF CLERK OF COURT MIAMI —DADE COUHTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: So I if Lf Si- AA. i G- vrt : S i.�-, t 3 , "fie 3 3 `I 3 a- 2. Description of improvement: r-ets ..r' 3. Owner(s) name and address: Ti p a_ 1 w L e-1-t) + r-� Sot f£ '1 `-r S , °a2 S 31 3 8 Interest in property: Name and address of fee simple titleholder: 4. Contractor's•name and address: • 1314he✓ J A t L. C.,F FLOR1D , GOuN Y OF DAUE 5. Surety: (Payment bond required by owner from contractor, ifi8Y CERTIFY that this is a r cop of the Name and address: �hnmal fifti� in this office on � S1 da Amount of bond $ . D ® e:57 •✓iTNESS my hand :Official Seal. 6. Lender's name and address: ou , Courts • 7. Persons within the state of Florida designated by Owner upon whom no es or other documents may be serVed as 'provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. 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 is specified) &-, 5-e 14244-4- Signature o 4v r Print Owner's Name -C;14,....,_\ ?e --r lt4 1. . Sworn to and subscribed before me this 31 day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 M2 14-441 , 20 0R.. Prepared by Address: B4,k 6/ ,*me 41.211 NW Z1`1 Arc SA -3rc41 i 3 3 i 38 C4 44..ds 142-m €?RA HARRISON No, ;in, State of Florida = apires April 7, 2008 OD 294655 Miami Shores Village Building Department tbT O Nal& Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 4 Job Name Date BUILDING CRITIQUE SHEET r) g2, / r-cf2e A c o NO,4 ?'g-c— m / ackS t) 10 Ca 2/9, 2801 .fie MC Oiled illtifie G1r� 4411UT pAr eT y id/6U /tow QZ'uT r.rtlirfiao . 5L!447 ./'Y Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 • • .•• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ui• • ••• • • • • ••• • ••. • • • • •• • • •• • • • • • ••• • • • • • • • • • OTE — a CO DRAN—ROOF HEIGHT : 0'• 0" ®OF TYPE : 0:12 a.� • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • ••• NOTE: MEAN ROOF HEIGHT :Cr- 0" ROOF TYPE : 0:12 s 2ND. FLOOR 2 • ••• • • • ••• • • • .• - • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • ••• • • • ST -2' L No No EN MI III MI IN IN NM It J air 2.1^0x Xqr 1041 WC :x IDBR 21744)X1 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: ,45-6 / NE *its r Permit No. () 7 - 96 Opening Deseription of Window Product Accentnnce Prndnrf A nnrnvol n. a • Ts • 10 or Door or Mullion Number - - wr• -• -• Design Pressure �r�.•�6 Y.....s+ Pressure �•uugu vi,cu�ug Size 0uuaer Requires Yes / No Mullion Required Yes / No Impact Yes / No ( +)PSF (-) PSF (+) PSF (-) PSF i WI; t'1ciDlI (47) / q ) 019 - 0to 14 . 014 (171 /-61 !41 34114x (oS" s■ o ,�t•5 `-1e.S mullion (3) (3- 11li-i.o1 424 ,; Z t�+ ivnd o w ($ /N) ©b - O Ii IU . 0 q toll - � I 3 i 3/.�.1'i X ��, Nip � 5 Z W;ndow ( [P) big° 173x17. o'� $9/ '9 7, zo x✓a�" too ,�S W IN-,ccow C') (Q) 6 - 0320. v- 5�..`1 /'.5e,`I $u" x 20 t' No +es �,S y lwsi\nclow (1)Ccr) / / 7 , - / • 0 3 03 cSt) ( -'t0 40 ",to`?'' N 0 s ftY1c 6'10.1i0in LI) @3-I12Li•0`+ $01' IQ .; N 1 A .YS - i',.1ze. mwiliPo '3) 03 - // 2L/. o'-I (0% ti N 0 `-■ ,a irdov0 Cc-01) ©l 11zGI. D3 �0(- S�4 yyYy" x y5" N o i) A) 0 WS 5 Ia t cI D�,1 Coll) 0 l` l l 2- `3 , 0 3 Q� I° S 0 Z b 4 $ `1`171 N t� . r.1 �� L :eS W,ilaats (P) 04- d320.c%. 5.6L1--'- "1 11'7 x SOYz -" ND Nn IJ c S wi`r+clOUJ CP) 01n -b 37-0, 0� 5`I /- sb1 iov" x 33'' N0 tie C �qI 6 1,✓ i nd ©uJ (9) b b° (, 2-0. 0? 5 `I /- 51 1 b h x S 3 '' 'N o :...r.5 9 wi,- .d00(12. ) (e-n1) 0/ - 11 2.5.0 3 10 / -kll S1 'a "xS1,iy" N a ,.> U too z S 1d windai,∎ (s %M) ©lo-pbl9.oy 4,l -4,1 S44 "stsio '" N a to ,0 e...5 1 l raindow(a) (14a) 010-D LLl.0"i loll-b.! 30y4">v5bi" rJ � S 5 T1.� -ti2 Iu.\\ y (. 11 0 3 •- !7 7-'1 . 0 `/ 5S � " cz �e N/ A ytS 12. 1.46^.d0w (s "-) ©b -06114 .04 (al /-101 222." x '-i-i" / ss., a N 0 'Y'S 13 w1vvl °to C1-)(, W) 0io- 0ieiq.oy toll - ln1 ,0., x, 30,1J lo d N o 4e...j OA wir4d9 w CS /1-0 0co- 0c,(q/.o14 49'1 (' IDI 2-41" 1C 4' N0 NC, �e.5 es IS ,a ;lncl.ow (` - /1-t % O b - .64p1(.1.0 N ( , I f - to 1 3,i " w 34'1 " . N-' 0 N s✓ c itp 40.'040 t.,:, C510 Ob- o(afY.09 (©I /-bl '3 °l l2. "x5(,,4_" Nv S 1-� Wt`YdoLA) (crn) a1 - /12 ''0 3 %Oi -540 5z,`tx 564.# No N0 p 1 OiYIG{9W LP) 06,:- Q 3 y 0.0i•• •.3I i 'i°1 . . . 1" 2-i'rx, 5L%z.0 /111 MG 161 \ W iri6ki4.7 L2) (S /N) ©l0 - c ,, - , ()Li • '11711.~ It�l i j.s •• • •• 32ev2a' x S-lo%a" NO No z� 20 to;l -'r30w (cm) o1_- 11zq.03•„•' „. .:ssb•• `��' : : e.• „ 33fy zsZYa Nv �,�� 41Z _S J.rs 2.-I W i h(4 0-11) 4-"') • c 1 _ 11 z7 . 03 '40 / ' ?D 4/ lc" k: hi 9 /1.) U v ••"• • • AJ liz • • • 1 • • • • • R • • • • • • • • • • • • • • • •• • •• • • ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••i • • From: Ernest Smith Date: 04/28/07 07:46:52 To: Ernest Smith Subject: New Client - Tiffany lraheta # 165,793 New Client : - Tiffany Iraheta - 501 NE 94th St. Mia. Shores - # 165,793 * Final measurements /chan *-es as follows - * SKETCH ATTACHED) REVISED: All Windows are Bronze ALU Frames - Grey Tint - LMI - Colonial 1.Mark:L/Room (E) * Total openings 67 3/4 x 65 -Qty.6 - S /Hung + 3 Tube Mulls x 64" 2.Mark:L/Room (W) -Qty.1 - S /Hung - 31 3/4 x 65 3.Mark:URoom (S) * Total opening 80 x 89 *See Sketch -Qty.2 - Picture - 20 x 69 - Qty.1 - Picture - 80 x 20 ( *Grid- strips 4 equal sections) - Qty.1 - Casement - 40 x 69 - XX * See Sketch -Qty.1 - Tube Mull - x 80 - Qty.3 - Tube Mull - x 68 4.Mark:Study (W) -Qty.1 - Casement - 42 1/2 x 45 - XX 5.Mark:Study (S) - Qty.T- Casement - 26 1/2 x 44 6.Mark:Foyer (S) -Qty.1 - Picture - 19 x 50 1/2 7.Mark:Stairs (W) *Total opening 60 x 33 -Qty.1 - Picture - 60 x 33 ( *Mock strips 3 equal sections) B.Mark:Stairs (S) * Gothic ( ?) -Qty.1 - Picture 16 x 53 *See sketch 9.Mark:South Bedr. (S) -Qty.2 - Casement - 32 1/2 x 56 1/2 EGRESS * Open same direction 10.Mark:South Bedr. (W) -Qty.1 - S /Hung - 32 1/2 x 56 1/2 11.Mark:South Bedr. (E) * Total opening 60 1/2 x 56 1/2 -Qty.2 - S /Hung - 30 1/4 x 56 1/2 + 1 Tube Mull x 55 1/2 12.Mark:Guest Bath (S) -Qty.1 - S /Hung - 22 x 44 * Obscure 13.Mark:Bath 1 (E) & Mast. Bath (N) -Qty.2 - S /Hung - 30 x 39 14.Mark:Bath 2 (E) -Qty.1 - S /Hung - 29 x 53 15.Mark:North Bedr. (W) -Qty.1 - S /Hung - 39 x 39 16.Mark:North Bedr. (N) - Qty.1 - S /Hung - 39 1/2 x 56 1/2 17.Mark:North Bedr. (N) -Qty.1 - Casement - 52 x 56 1/2 EGRESS 18.Mark:Closet (E) -Qty.1 - Picture - 28 x 56 1/2 19.Mark:Mast. Bedr. (N) -Qty.2 - S /Hung - 32 1/2 x 56 1/2 20.Mark:Mast Bedr. (W) -Qty.1 - Casement - 38 1/2 x 56 1/2 EGRESS 21.Mark:Master Bedr. (S) -Qty.1 - Casement - 48 X 48 - XX WDM Page 1 of 2 • • • • •••• • • • • .. • • ••• • • • • • • • • • • • • • .... • • • • .... • • • • .. .. .... • • • • • • • •••• • • • • .... • • • • • 4/29/2007 ke .* g1 7c& • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 47011 • • • • • • • • • • • • • • • • Oro • • • • • • 14.406 cft64.' �� • �$ \ / �_.. ..___. 0 � ° � p/c S‘y� • ° • • ° ° •••• ° • • � •• • °° �°� ` / °° ° • • • • °°° • • • • • ° °°°° • °°°° • • • • °° °° °°°° =°°°° • • • ° ° °° • • • °°°° • • • • °° • • • • °° •• • ••• • • • °° °° M I A M I•DADE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • ••• • • • • ••• METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCQ) • • • PRODUCT CONTROL DIVISION • • • • • • • • • • NOTICE OF ACCEPTANCE NCE (NC�A) • � R.Ce Alumin >1 d`^'�n4 T • • • • • • • • ••• • • .vc. 2805 NW 75th - i • • Miami, FL 33g2 MAY 3 9 • • SCOPE: .4 This NOA. is begg i' snnBZrtlnc%r IFie app5liEable rules and regulations governing + .R s ction in terials. The documentation submitted has been reviewed by the BCCO and accepted by the ut .ng ode and Product Review Committee (BCPRC) 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 BCCO (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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to mect 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 ML 100 Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. 1404 -05, titled "Aluminum Tube Mullions," sheets I through 7 of 7, prepared by AL- Farooq Corporation, dated 05/02/04 revision "A" dated 07/13/04; signed and sealed by Humayoun Farooq, 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 Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall 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. • • • • • • • • • • • •• • • ••• •• • • • "• MIAMI, FLORIDA 33130 -1563 • • • (3p5) 375 -2� (0) 375 -2908 ••• 1I• • • This NOA consists The submitted docu and evidence pages E -1, as well as approval document mentioned above. .E. , Director, BCCO SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS NOA No 04- 0608.0S Expiration Date: August 19, 2009 Approval Date: August 19, 2004 Page 1 • • •.. • • • ..• .. •. • . • • .. .• • • • • R.C. Aluminum Industries, Inc. • • • • • • • • • • • • ... • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . .•. • . • ... • . . • • • • • • • A. DRAWINGS • • • • • • • • • • • • • •• • • • 1. Manufacturer's die drawmge and saotioas'. 2. Drawing No. M04-05, titled "Aluminum Tube Mullions," Sheets 1 through 7 of 7, prepared by AL- Farooq Gorromtion, dated4/022Q4 revision "A" dated 07 /13/04, signed and sealed by Hut?Aypt tagq,:P • • • • • • . • • • . .. • • • • • ••• •• B. TESTS L 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) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No.RETI -03 -1346, dated September 16th, 2003, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -4024, dated January 14, 2004, signed and sealed by Edmundo Largespada, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation, dated May 28, 2004, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, May 28, 2004, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 04- 0608.05 Expiration Date: August 12, 2009 Approval Date: August 12, 2004 •• • • • • • ••• • •• • • • • • •••• • • • • •••• • • • • • • • • • •••• •• •• • • • • • • •: '111ESE MULTANS •ARE RA1t •Fb •LARGE MISSILE IMPACT ••• • •• • •••. CTANGULAR• 'UMtNUM• IliC,NIULLIONS • • • • LNG MULLION PROPERTIES ONLY • ImigS. • • • • • tws PR00L T I t1El'!wEEEeee ro colk vInT 4E.tE W044 VtLocm HURRICANE • • ZONE OF nyinot gi.M0A BUILD040 CO&E. • ALL GLAZING PRODUCTS USED YRTH,IIESE•MULLIONS MUST MEET THE APPLICABLE 411I1 1#FG CODE RE0 1REMEN►S LE: WIND LOAD, WATER INFILTRATION, FORC•E% ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS SY %HERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDRIONS OTHER THAN THOSE SHOWN IN THESE DETAIS ARE NO7 PART OF DRS APPROVAL ALL CONCRETE STRUCTURE TO BE 3000 P51 MIN. STRENGTH. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 5FEP 1 STEP 2 STEP a STEP 4 STFP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER P5001107 APPROVAL. MDR; CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 8 THRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WTTFI DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4.008 6000 GLAZING PR00UCT TUBULAR SHAPES 2000 ALLOY u 6053 -15 3.000 4.000 MULUONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW 05 DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Appleved Putids 0;,..11GTe two „ 'Lq ot M 3b S7 • AY LL`. Y U 4t604 sraucn;r3s nac PE 18557 O.A.N. JUL 1 3 2004 •� LOOS 04 41 4- 0 U drawing no.I M04 -05j (sheet 1 of 7J 3.000 123 • • • 1•X 3 • •• • STD.•MULLION • • • • 0 3 -T8 • • • 4.000 :10x11. STD. MUL. M 8063 -T8 4.000 2 X 4 STD, MULLION 6083 -T6 1 -1/2 X 4 -1/2 CUSTOM hjULLWON 8063 -TS 2 X 8 STD, MULLION 6053 -75 123 6.000 2X6 HEAVY MULLION 6083 -78 250 • • • • • • • •• • • • • 2000 • • •••• • • • • • • • •• •••• •• •• • • • • • 2400— • • •• • • • • • • 1- 3 /4P • FOR 3• T Mb �1, • 2 -3/4; MIN. • ALL ANGLE CUP 5053 -T8 • •• • • • • • .730 .125 2.125 5.500 MULLION CLIP 8083 -78 3.500 MULLION CLIP 8063 -T8 yr. STRUCTURES FLA. PE d 16557 C.A.N. ,3538 51 z O J ZQ CO ?`nn 7 M Z Z g ALUMINUM drow(nq no. M04-05, (sheet 2 of 71 80° 58" 72' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.9 150.0 150.0 180.0 150.0 150,0 129.2 150.0 150.0 t50.0 150.0 150.0 54" 80° 80° 72° 19 -1/5° 28 -1/2° 30" 37° 42' 48' • 54° • •5•°• • • 68" •edi °•• 19' 1/8• 24-1/2* •10,86•• *its • 50 -5/8' • • • •• 4S• • • 45' •4/••• • 60° ••i•• Y2° 30" 37° 42" 48' 54° 80' 86" 72' • • • • • • • 60° 150.0 150.0 180.0 150.0 150.0 150.0 150.0 130.0 150.0 150.0 150,0 121.6 107.1 483.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 159.0 150.0 150.0 CAW=1111rEIMEN 150.011 75.0 180,0 • 1506 190.0 15010 102.0 150.0 150.0 150.0 • 83° trmirmurtarui •3a mica •9969 ILIMILESIEM161101311 32131 ems EMI iddlIdEINSESPIPSII 120.7 159.0 150.5 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 100.0 150.0 I981A • 83.1 150.0 90.0 135,3 150.19 150.0 150.0 1500 100.0 150.0 150.0 150.0 150.0 150.0 150.0 48.6 104.3 160.0 150.0 150.0 150.0 150,0 190.0 190.0 150.0 150.0 150.0 150.0 150.0 1500 150.0 150,0 19 -1/8' 28 -1/2° 30' 37' 42' 48" 54' 80' 88' 72' 19 -1/8" 28 -1/2" 30" 37° 42" 48' 64" 80° 86" 72' 84" 08° 43.2 92.7 135.4 150.0 150.0 150.0 36.9 63.4 121.9 150.0 150.0 150.0 35.4 75.8 110.9 150.0 130.0 150.0 32.4 69.5 101.6 100.0 150.0 150,0 t0 -1/8" 26 -1/2° 30° 37' 42' 48' 80° 66' 72° 108' 25.4 23.8 21.6 51.5 37.2 32.8 28.6 23.4 20.5 34.5 24.9 22.0 58.8 51.0 48.3 42.5 110.4 78.7 70.4 57.1 50.3 44.0 39,1 33.2 32.0 29.3 74.0 53.4 47.2 38.2 33.7 29,5 "d.f 82.7 74.4 87.7 620 150.0 118.4 102.8 63.4 73.5 84.3 57,1 51.4 48.7 42.8 108.1 78.0 88.8 55.9 49.2 43.1 OU.0 1500 150.0 150.0 138.8 150.0 150.0 150.0 150.0 150.0 143.8 127.8 115.0 104.8 95.9 150.0 150.0 150.0 1250 110.1 98.3 a 23 a H® 1101111113311211 111:1111111311 22.0 ICEIMEIENIBEEll 51.9 37.5 33.1 20.8 '23.7 20.7 28.7 75.0 54.8 48.4 38.2 34.6 30.2 26.9 70.1 84.2 160.0 122.8 108.3 87.8 77.3 07.7 80.1 !WA/ 150.0 150.0 (50.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.8 928.0 117.3 150.0 150.0 150.0 150.0 138.6 199.7 106,4 05.8 78.8 150.0 150.0 134.5 109.1 95.1 84.1 74.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48" 120' 54" 60° 88° 72" 19 -1/8' 26 -1/2" 30" 37" 42° 48° 54° 90' 88' 72" 132° 28.5 20.5 49.3 - 43.5 - 39.3 - 35.9 32.9 41.8 93.0 30.0 97.1 289 59.3 21.5 48.1 42,4 37.1 32.9 29.8 27.0 24.7 22.0 150.0 150.0 150.0 148.8 150.0 150.0 150.0 180.0 150.0 160.0 137.3 20.2 49.1 58.1 103.0 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) Appro`49 48 1o.pa14swih 8b Oats �.11C.i �Z NOM &Laser:to- so' MULLIONS 10 -1/6' 20 -1/2° 30' 37° 42' 48° 54" 60" 88" 72" 144° 21,9 32.0 71.5 23.1 51.7 20.4 45.7 - 37.0 - 32.5 28.5 - 25.4 - 22.8 20.5 81.3 112.5 54.8 100.1 90.1 81.9 40.9 75.1 19.9 .4 150.0 83 150.0 73.7 135.4 59.8 100.8 32.5 98.7 68.1 408 84.8 73.2 38.8 67.7 33.9 30.7 81.5 58.4 49.0 44.8 1 89.0 84.3 58.8 48.0 40.5 1509 116.0 104.3 84.5 74.5 39.5 65.2 31.5 87.9 28.4 52.1 25.8 47.4 23.7 43.4 ARCHES TO BE 1148081699 94S10E RECTANGULAR SHAPE Y41 W2 wl' a 0L. a.e:.:k . u ktt.. WIDTH {W) = W1 4 W2 2 604206TUL MULLION . ''PRODUCTO " VERTICAL. 0142 40 PRODUCT OLA2140 PRODUCT j MULLION 0142140 0LA2640 PRODUCT PRODUCT Y41 W2 wl' a 0L. a.e:.:k . u ktt.. WIDTH {W) = W1 4 W2 2 604206TUL MULLION . ''PRODUCTO " 0142 40 PRODUCT OLA2140 PRODUCT j MULLION SPAN o L drawing no. M0 jhe 01 4 -05 .3 7 80" 86" 72° y__. 59.8 119.6 132.8 150,0 54.4 108.7 120.8 150.0 49.8 99.6 110.7 150.0 10 -1/6' 26 -1/2" 30° 37° 42" 51.5 142.2 150.0 150.0 150.0 102.6 150.0 150.0 150.0 90.8 150.0 150.0 150.0 73.5 147.0 150.0 150.0 64.7 129.5 143.8 150.0 48" 50 -5/8' 56.7 123.3 125.9 150.0 54' • 50.4 100.7 111,9 150.0 60° • •45.3 90.8 100,7 950.0 88.7 • 4 . 82.4 • •91.3 • 150.0 : • liN • •• 75.9 72' • 54" •3I.• 75.5 63,9 • 150.0 glai • • i In • 150.0. 150.0 • 150.0 55 -1/2' 80.7 88.6 150.0 1130,0 130.0 • it0° 49.7 78.5 150.0 180.0 150.0 4•0744•• •68:" 124.0 • !37.1'j 150.0 • 12• • • • 75.0 109.3 150.0 • 488 80' 47.8 95.6 8 10=7+ 150.0 • 314* • s • 435 • 85.0 84.4 150.0 e 6O" • . 108,2 38.28 78.5 • 11510. 150.0 • $ .•B• • • 77.5 49148 89.5 • i+7a2• 150.0 72" 34.1 311• 83.7 • :0.88• 141.8 • • 1l -1s/8 � • • 414.3 150.0 150.0 150.0 28+1/2' • • 102.8• 150.0 IMP 150.0 • •:li • • 116.0 • i368 145.7 •150.0 850.0 37" • • iHi1 118.1 131.2 150.0 42" 43.5 52.0 104.1 115.8 150.0 48' 63° 45.5 91.0 101.1 150.0 54° 40,5 80.9 89.9 150.0 80" 28 -1/2° 36.4 72.8 80.9 150.0 88° 150.0 33.1 88.2 73.8 147.1 72" 94.4 30.3 60.7 87.4 134.8 »+ 80' 68' 72' y__. .24.4 59.8 78.3 150.0 30.9 81.8 88.7 137.3 28.1 56.2 82.4 124.8 25.8 51.5 57.2 114.4 15-1/8° 132' 85.7 150.0 150.0 150.0 26 -1/2" 78.7 61.8 123.7 137.4 150.0 30° 150.0 54.21 109.3 121.4 150.0 37° 49.7 44.3 68.6 98.4 150.0 42' 98.5 39.0 78.0 88.7 150.0 48° 84" 34.1 68.3 75.9 150.0 54" 70.2 30.3 60.7 87.4 134.9 80" 144' 27.3 54.0 80.7 121.4 08" 72.2 24.8 49.7 85.2 110.3 72' 141.9 22.8 45.5 50.8 101.1 19 -1/8° 45.5 75.0 150.0 150.0 150,0 28 -1/2° 88.5 54.1 1052 120.2 150.0 30° 31.9 47.5 95,8 . 108,2 150.0 37° 54.4 38.8 77.5 88.1 150.0 42' 34.1 56.3 75.9 150.0 48' 96" 29.9 59,8 88.4 132.8 54° 28.6 53.1 59.0 116.0 80° 23.9 47,8 53.1 106.2 66' 21.7 43.5 48.3 98.5 72" 18.9 39.8 44.3 86.5 19 -1 /5° 56.8 133.3 148.1 150.0 28 -1/2° 48.1 96.2 108.9 150.0 30° 42.5 85.0 94.4 150.0 37" 34,5 68.9 78.5 150.0 42° 30.3 80.7 87.4 134.5 48' 108' 26.8 53.1 89.0 118.0 54° 23.5 47.2 62,4 104,9 50' 21.2 42.5 47.2 94.4 88' - 38.8 42.9 55.8 72" - 35.4 38.3 78.7 NOTE: ANY ANCHOR CONDMON SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 54" 50° 86" 72" y__. 21.2 42.5 47.2 94.4 - 38.2 42.5 85.0 - 34.8 38.8 77.2 ' - 31.9 35.4 70.8 19 -1/8° 25 -1/2° 30' 37" 42° 48' 54° 60° 88° 72' 132' 54.5 109.8 121.2 150,0 39.4 78.7 87.4 150.0 34.8 89.5 77.2 150.0 28.2 58.4 62.8 125.2 24.8 49.7 55.2 110.3 21.7 43.5 48.3 98.5 - 38.8 42,9 65.8 - 34.8 38.8 77.2 - 31.8 35.1 70.2 - 29.0 32.2 84.4 19 -1/8' 25 -1/2° 30° 37' 42' 46' 54" 80' 86° 72° 144' 50.0 100.0 111.1 150,0 38.1 72.2 80.2 150.0 31.9 83.7 70.6 141.9 25.8 51.7 57.4 114.8 22.8 45.5 50.6 101.1 19.9 39.6 44.3 88.5 - 35.4 39.3 16.7 - 31.9 35.4 70.8 - 29.0 32.2 54.4 - 26.8 29.5 59.0 ANCH0R9 TYPE A2 A4, 02 OR 94 TYPICAL MULLION ARRANGEMENT WIDTH (W) Y/1 + w2 2 ANCHORS TYPE 42. 44, 02 OR 54 w Amami as Complying 4.1 4 tab m - d DAtc •. 1' 4 -I =FN ? HOAR *- M./W:1M 7, Z co Z2 h. P i x02 ❑ 1405120RAL MU1110N ARCH® TO BE 262CR1860 86310E RECTAN0UTAR *4056 MULLION SPAN is R 64i 141000 STRUCTURES PA, PE 16007 C.A.N. m.38 JUL 1 5 2004 3 ANCHORS TYPE -A2. 44. 52 OR 84 drowing no. M04-05 I eheat4of 71 y__. o MUWTION _ a 8LA21NO 01.821140 PRODUCT PRODUCT TYPICAL MULLION ARRANGEMENT WIDTH (W) Y/1 + w2 2 ANCHORS TYPE 42. 44, 02 OR 54 w Amami as Complying 4.1 4 tab m - d DAtc •. 1' 4 -I =FN ? HOAR *- M./W:1M 7, Z co Z2 h. P i x02 ❑ 1405120RAL MU1110N ARCH® TO BE 262CR1860 86310E RECTAN0UTAR *4056 MULLION SPAN is R 64i 141000 STRUCTURES PA, PE 16007 C.A.N. m.38 JUL 1 5 2004 3 ANCHORS TYPE -A2. 44. 52 OR 84 drowing no. M04-05 I eheat4of 71 6- • • • 1 MM. EDGE DIST •• • •• • 1 eY WOOD BUCK •• t N 4 MLR • �' • • t -!/2' MI °� w0 *4,4,62 PER CUP (1•ON • • mess • ••• •• • • • • 28Y WOOD •••• t 1/2" MIN. EDGE DIST. 1 1" -•rll. ALTERNATE ANCHOR LOCATION ULUON CUP EA CON II TION MG) - tE�wl •• • • ••• 1 •• [-FLOATING CUP 14 WAS 2 PER ANGLE 1 -3/4" 0.0. MIN. • •• ••• 1 I I 1/4" HILTI KINK CON II 1 -1/2" MIN. W000 PENETRATION 1 PER ANGLE 2 X 2 X 1 /8" ALUM ANGLE 1° MIN. EDGE DIST. 1" 7/001) BUCK L 1/4° HIL11 KWIK CON II 1-1/2` MIN. 41000 PENETRATION 4 PER CLIP (2 ON EACH W1N0) AAA 411111W" u 0110 .171.11.1 FLOATING CUP ANCHORS TYPE 'A2' 2 X26 t e" ALUM 14 SMs 2 PER ANGLE I-3/4" O.C. MIN. • ALL CLIPS 70 FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. '- FLOATING CUP 14 SMS 2 PER ANGLE 1 -3/4° C.C. Mt1. FOR 3" TUBE 2 -3/4' Q.C. MIN. FOR ALL OTHER NOES 28Y WOOD BUCK OR W000 STRUCTURE 1/4' HUI K741K C0N 8 1 -1/2" MIN. W000 PENETRATION 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE II II FLOATING CLIP 1 -3/4 lI 14 5MS 1 I 2 ANGLE ' . 1 i FOR O.C. 1 3" 48E MIN 2-3/4° 0.0. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' 6 2 x 1 /8" ALUM AN Approved u eoi pl be whb M Florida Dele 0 140 •t.'n•f %Y. 1 r• ►� 1G` Division ry -f ". ro '"- gn FOR. HUMAIDUN FAR000 STRUCTURES FLS PE d 189 C.AN. ,3338 87 JUL 1 5 2004 Z 0 -J 2 2 z 2 JF a N drewing no. M04.05_ sheet 5 of 7J • • • • OR-, CONCRETE •• • • • ••• • •• • • • • • BU LFLOATINC CLIP 114 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3° TUBE 2 -3/4' 0.C. MIN. FOR AU. OTHER TUBES I 11 U I� LALUM2ANGLE [FLOATING CLIP 114 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. FOR 3° TUBE 2 -3/4° 0.0. MIN. FOR 41JL OTHER 7URES II_2 x 2 x 1/8" ALUM ANGLE • • • • • • • • • • •• •• • • • • • • 0. • ••• a. • • • ••• • 1/4° HILTi FMK CON 11 • • • • *EDGE E DIST. 1-3/4' MIN. EMBED INTO MASONRY •••• 2 PER CUP (1 ON EACH WING) MASONRY OR 2 1/2° MIN, I /4° HILT1 IOW CON 11 I —3/4' MR4. EMBED INTO MASONRY 4 PER CLIP (2 ON EACH WING) ANCHORS TYPE '8¢' Amoco cd to complying'WM the Florins.:. •C Mtn NOAH Mind 8q npr. ► M MAA 02414000 STRUCTURES tt.tPE $ 16357 C.A.N. ,3535 JUL 1 5 2004 AU. CUPS TO FIT' SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHOR L MULLION CUP AtLCHORS TYPE '62' CUPS OR ANGLES CONNECTED DIRECTLY 70 MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—Wit METNACR1L4TE LACQUER. •• • • • • • ••• • •• ••ANCI:ORS TYPE 'B4' • • •••• • • •••• • • • • • • • • • • • •••• •• •• • • • • • •• • •• • •••• • • • • • • • • •• •••• • • • • • •• • • • • • ••• • • •• • • • • •••• • • • • LFLOATING CUP 94 SMS 2 PR ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 1.2 X2X1/8" ALUM ANGLE # 14 S.M.S. _ 2/ CWNNEL TUBE MUWON 810 F.H. S.M.S. 2/ SIDE 1/8° 1HICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK 4OiNT AFTER ASSEMBLY ACCESS HOLE TUBE MULLION 814 FH SMS 2 PER CLIP 1 -1/2" O.C. MIN. THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION * A, . 10 PH SMS PER CLIP 1" O.C. MIN. 1-3/4" X•2" X 1/8 (FOR 2BY 3/4" X 2° X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL. #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'B4" TO VERIFY CAPACITY Or CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS Appeuvod1 mMPLYI S` Nn Date NOM Mb= DiviA Enpr:�{R HUC R�"Op Fla. PE It 78357 cA.N. JUL 1 5 ?004 drawing no. 1 ( M04 -05J shoet 7 of .7__) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door Co. 601 N.W. 12 h Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code , including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 338 Aluminum Fixed Window- Impact APPROVAL DOCUMENT: Drawing No. W03-52 Rev -C, titled "Series -338 Aluminum Fixed Window (Impact. )", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on June 13, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shell be considered after a renewal application has been filed and there hastAPAA0 change in the applicable building code negatively affecting the performance of this products • . • 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 TERMINATION of this NOA will occur after the expiration date or if them has been a 1 f Mn or chMge !n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an :Arent of aatty. product, for sales, advertising or any other purposes shall automatically terminate " _ 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,•Fforicda, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA fs 4i rlayed, than it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactirref' o! its disc uturs and shall be available for inspection at the job site at the request of the Building Official. .. This NOA revises # 03-0925.04 and consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. NOA No 06-0320.07 Expiration Date: January 08, 2009 Approval Date: July 06, 2006 Page I • • • • • T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBAI TTED A. DRAWINGS (transferred from file # 03- 0925.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03-52 Rev -C, titled "Series -338 Aluminum Fixed Window (Impact)", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 07/11/03 last revised on June 13, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0925.04) Test conducted per SFBC, PA 201, 202 &203 -94 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) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL -2782 (FTL00114), per PA 201, 202, 203 -94, FTL -2784 (FTL00140), per PA 201 & 203 -94 and FTL -3803 (F fL03072), Per TAS 201, 202 and 203 -94 dated 11/06/01,11/06/01 and May 22, 2003 respectively, signed and sealed by Luis Figueredo, P. E. and Joseph Chan, P.E. 2. Test reports on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL #0806.02-02, dated 09/24/02, signed and sealed by William R.. Mehner, P.E. C. CALCULATIONS 1. Anchor verification per FBC 2004, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Anchor, glass and structural analysis, prepared by Al Farooq Corporation, dated 09/12/03 and revised on December 11, 2003, signed and sealed by Dr. Humayoun Farooq, P.E. (transferred from file # 03 -0925.04) D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS •••• 1. Notice of Acceptance No. 02- 1205.03 issued to Security Glass Holding 1,4 for `29AFF • GLAS ", expiring on 12/16/07. • • • • •• • • •' • 2. Notice of Acceptance No. 03- 0916.02 issued to Glasslam NGI, dba 1 'Glass f� • • Thflt • • " Glasslam Safety Plus ", expiring on.09 -09 -2008. • • • 3. Notice of Acceptance No.03- 1223.04 (# 99 -0302.04) issued to UCB Cirpibt• • "Uvekol ", expiring on.02 -08 -2009. • • F. STATEMENTS (transferred from file # 03-0925.04) • 1. Statement letter dtd 02 -22 -06 of compliance to FBC 2004, signed an{lse*iei by Dr. • • Humayoun Farooq, P. E • • • • • 2. Statement letter of conformance and "No financial interest", dated 09/18itS3, signed %M • sealed by Dr. Humayoun Farooq, P.E. "' • ' • 3. Laboratory compliance statements, part of respective test reports. G. OTHER 1. Test proposal by TM Windows dated May 13, 2003 approved dated 5/16/03 by BCCO. l �c• Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06-0320.07 Expiration Date: January 08, 2009 Approval Date: July 06, 2006 E -1 • • • • • • •• •. • • • • • • • • • • ••• • • • • • .• • • • • • •• • • • • • • • • •• •• • • • • • • • • • • ••• • • • • ••• SIMONE DOW CORNING SDS GLASS TYPE 'A' 'GLASSIAM SAFETY PLUS' BY NEBULA CLASS INTL INC. 3/18' HEAT STRETN'0 GLASS .120 OREWAYER UVEI(OL -U0. RESIN 3/18' HEAT StREWD MASS #10 x 1 -1/4' P.H. �S AT 2Y O.C. S LI TREMOR TRE2IGLA2E S500 GLASS TYPE 'C' BY UCH CHEMICAL CORP. GLASS TYPE '61 MAN SWETY PLUS' BY NEBULA GLASS INTL INC. 3/18" HEAT SWIM GLASS .015 ADHESIVE BY 5.1.0. .070` POLYCl NTE BY .015 AOt IVE BY 5J.0. 3/18` HEAT nom GLASS e MAX. FROM ENDS g • •• • • • t^j • • • FALSE MUSTERS SURFACE APPLIED • ' • •• • • • • • • • • • • • • • • • • ••• • • • 11 �I H I, -__b 1t-_. -I i�• 11•• 11.•• 1•• 11 • •*• • D •••11• • •�i1� �I •. • •11• • • • II" ii __ =!_It_•_At_l1bSB_..y ..____C_i__- ____ • ,I • • '-'11;/.." 1• I III • I1 il 11 II II II II I1 II ••• •• • 12' MAIL HEAD /SILL I 11 11 I 11 1' 11 i I� 11 11 11 11 11 11 11 !1 V ;1 .015 ADHESIVE BY 5.1.0. .070' POLYCAFBONOUTE BY &LG. .015 ASE BY SL.O. 3/18' TEMP. GLASS SILICONE 0E1200 INVOLUTION FAST IN STAGGERED t +ASKS O.L. CPO. WNW WRI WIDTH GLASS TYPE 'D' BY SECURRY IMPACT GLASS HOLDING INC. GLAZING OPTIONS GLASS TYPE BY SMURFIT IMPACT MASS HOLDING INC. TYPHcAL ELEVATION _PA 1 'MP • DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 1 1• APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FOXED /FIXED 05 FIXED WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE FLORIDA REQUIREMENTS OF THE L BUILD 2004 EDITION (REV. 2005) INCLUDANG HIGH VELOCITY HURRICANE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MAIER& SHAII. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITHCNS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. !lvBBfMl� Mow 1 THE mama S ALE RATED FOR LARGE MISSHLE BTPALT. SHUTTERS ARE NOT REQUIRED. ?AWr D FLA PE '� Noma 7535 siltuCluRES JUN 1 3 2005 1 4 droning no. W03 -52 (sheet 1 o1. 4,) WINDOW DDB. WIDTH 35. 4r 45' 54' 60' 65. 72' 35. 42' 45' 54' 00' N' 7r 35. 42' 48' 34' 00• N' 72• 35. 4r 45. 54' 55. • 72' 35' 42' 48' 54' w' 00 7r 30 4r 48' 54' 05. 55• 35. 4r 45. 54' 9e• 35. 4r 48' 54' 95. 30 42' 45. 04• N• LENGTH CUSS TYPE A' EXT. 4 +) INT. ( -) DESIGN LOAD CAPACITY - PEP GLASS TYPE EXT. ( +) D9T < -) • • ••• • • • •• •• • • • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• ••• • • • • GLASS TYPE 'C' 07429 TYPE MAN TYPE 'E' 52.0 620 594 59.0 EXT. c +) 5Tt. 4 -) EXT. c +) INT. ( -) EXT. ( +T 48 54.0 54.6 594 59.0 78.0 754 90.0 80.0 964 47.5 47.8 894 59.0 75.0 75.0 90.0 954 474 479 594 594 754 754 90.0 90.0 93.0 059 X X XX X 579 54.5 57.9 544 754 16.0 004 90.0 904 904 95.0 954 SLO WINDOW WIDTH WASS DESIGN LOAD CAPACITY - PDF TYPE CUSS TYPE 'C" cuss EXT. 04 X X XX XX 754 75.0 90.0 95.0 95.0 620 024 594 50.0 78A 754 90.0 90.0 96.0 52.3 52.3 59.0 59.0 754 75.0 904 90.0 954 X X 574 579 73A 784 784 904 909 05.0 X XX X x 759 75.0 904 964 95.0 XX X X XX X X XX XX 184 720 00.0 724 004 96.0 964 95.0 42' 132' IW X X xx X 72.0 72.0 720 95.0 95.0 829 52.9 59.0 59.0 724 759 72.0 72.0 72.0 902 7r XX X 55.0 754 78.0 90.0 XX X X X 75.0 90.0 90.0 X X X XX 759 759 904 90A 95.0 95.0 XX XX X XX 754 724 754 504 00.0 95.0 X X X X X 724 72.0 90.3 XX XX X XX X 89.9 XX X X X 55.9 X X XX 752 54' X XX X X 75.0 909 00.0 95.0 954 X X XX XX 75.0 78A 90.0 90.0 XX X X X 75.0 75.0 754 87.4 57.4 954 X X X X X 76.0 777 77.7 954 X X XX X X X X X X 92.9 X XX X X XX X XX X X X X 76.0 X X o X X X X 784 904 904 XX X X X 754 754 784 90.0 95.0 X X X X X 754 77.7 77.7 95.0 X X X XX X X XX X 95.0 95.0 X XX XX X X XX X 94.9 XX X X X X X X X X X X XX 75.0 X X XX 79.0 10r X XX X XX 754 76.0 90.0 99.0 SILO XX X X X 754 99.0 904 X XX X X X X XX X X X XX XX xX X XX X X X X XX X X X XX X X XX XX XX 512 81.2 105. XX XX XX 754 754 904 90.0 95.0 XX XX X 734 XX 784 53.7 59.7 XX XX X X XX X XX X X X X X XX XX X X X X X XX X XX X X XX OLO XX X XX X 75.0 XX X XX 55.4 114' X XX XX XX X 754 904 95.0 XX XX X XX X X X X XX X X X XX XX X X XX XX X XX X X XX XX X X X 754 X X XX 91.3 145. X X X X X 75.0 90.0 90A X X X X XX X X XX X XX XX X X XX X X 954 X X X XX X X XX ILO XX XX X X 95.0 954 sr 42' GIME TYPE '11' 0 95.0 IMO iniumallarAlaraTMMIZEIN irtrwicitaMTEINiazirm NUMMI 11:1318131:11 IMO 95.0 95.0 95.0 95.0 95.0 95.0 95.0 DESIGN LOAD CAPACITY Y PEP WINDOW DDB. MAN TYPE A' MASS TYPE V OLASE TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' WIDTH LENGTH EXT. ( +) INT. OD EXT. c +) ENT. 00 EXT. c +) 1*7. OD EXT. c +) INT. 19-1i4. 28 -1/2' 37' 53-1/5 24• 59.0 62.0 594 194 754 784 90.0 CO 90.0 EXT. (4) 954 INT. CIO 95.0 02.0 62.0 N4 59A 75.0 750 90.0 904 95.0 95.0 824 520 59.0 59.0 75.0 73.0 90.0 90.0 95.0 95.0 02.0 02.0 594 99.0 75.0 750 90.0 90.0 954 95.0 19 -1/8' 35 -3/8' 820 62.0 59A 59.0 75.0 754 90.0 90.0 954 9.0 59.0 59.0 75.0 75.0 90.0 90.0 05.0 05.0 02.0 02.0 594 59.0 no 75.0 90.0 904 95.0 95.0 53 -1/5' 599 599 580 50.0 754 75.0 90.0 904 954 05.0 19 -1/5' 20-1/2' 37' 53-1/11' 50 -5/0' 92.0 62.0 59.0 59.0 75.0 no 90.0 90.0 95.0 954 020 52.0 59.0 594 750 754 904 90.0 05.0 05.0 02.0 52.0 60.0 59.0 75.0 no 80.0 90.0 55.0 95.0 48.3 45.3 09.0 594 75.0 784 10 -1/5' 28-1/2" 37' 53-1/55. sr 82.0 524 594 594 75.0 no 55.3 80.0 65.3 90.0 95.0 95.0 954 95.0 529 82.0 59.0 59.0 75.0 75.0 90.0 00.0 954 95.0 574 37.6 594 594 75.0 75.0 90.0 90.0 954 95.0 X X X X X X X x 75.0 75.0 01.3 51.3 05.0 19 -1/8' 20-1/4. 37' 53-1/8' 0'14 534 534 534 754 75.0 534 90.0 954 95.0 95.0 74 -1/4. 99.0 02.0 534 59.0 76.0 754 90.0 90.0 95.0 95.0 X X X X 69.0 59.0 754 754 00.0 90.0 95.0 95.0 x x X X x x x x 75.0 75.0 51.3 01.3 95.0 95.0 MOTH AND LENGTH ONCENSION8 CAN 11E ORIENTED NOTE GLASS CAPACMES ON THIS SHEET ARE BASED ON 8: ASTh4 E1300-02 (3 SEC. GUSTS) lagn 0R. HUNAYOUN Mar STRUOTINIES RA. PE f Now drawing no. W03-52 (stmet 204 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• IIIMALLANEMBI SEE ELEV. FOR SPACING 101-21=11 _ • • • • • • • • • 4, INTO WOOD STRUCTURES • • • • • • • • • • • 1-3/4• MIN. PENETRATION INTO WOOS 1•� •- *•_�• • • • • • • • THRU 1 BY OR 28Y WOOD BUCKS %• W4Ry OR 440 � MMN. COMA • . 1 -1/4• MN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR 3000 PSI MIN. CONC. 1 -1/4• MN. EMBED INTO MASONRY OR CONC. •• • • • •• ••• •• i/4 tm•tatu OR SELF DRUN SC. 011E •RAB► 5 Ty WW..1l2 • MEAN, INTO M, STRUCTURES ••• • • • • • • • STEEL : 12 GA. (.105") MIN. (Fy = 38 RSI AIN.s • • • A1.0 MIWJM : 1/8 11*. M K (e083 -T3 i4I1.)• • • • ••• • • (STEEL IN CONT ACT WITH ALUMINUM TO BE PLATED OR PAINTED) Jt INTO APPROVED MULLIONS (NO SHIM SPACE) SIMALSIREASTAKE WM CONCRETE AND SMASONRY - 2• MIN. INTO WOOD STRICTURE ®1' MW. INTO METAL STRUCTURE - 3/4* MN. BRUM FRAME CORNERS SEALED WTTH SILICONE. WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE MEV FOR SPAPRO a WINDOW FRAME n GAZING STOP TUBE GLAZING STOP TUBE GLAZING STOP EXTERIOR ANGLE GLAZING STOP INTERIOR ANGLE • • ••• • • • •.• •••• • • •••••. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••••• • raN 1 2 24 3 a 8 7 8 BA PART f QUAJmm11Y 088a328110N KA7ERZAL 11ANP. /SUPPL1EB/ 1288 Per -335 BPA -198Q /18x1" 3/18' x 1/2' +10 x 1 -1/4 8880 0E1200 �w •,••••...o)w1"r..+aw ¢ wa P.H. SY8 � .`��r`i::. a:.- i.�[.i.i>• 1Rfl1001!•1164,11R - • 8i 11010089q • • • • Mt Os 0E • •• • • •• • • • • • ••• •• r P. CORNER DE'P 1"1 9901110E MIMED ew1M xw fbdir (sheet Of 4 MIA M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 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 of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Outswing Casement Window —LM Impact APPROVAL DOCUMENT: Drawing No. C515 -LMI, titled "Series 515 Aluminum Ouuswp Caseme> •' window", 1 through 11 of 11, prepared by manufacturer, dated 11 -15 -01 and last revised off 02- 25 -03, riprtand sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval sia'mp wits the' Notice of Acceptance number and approval date by the Miami -Dade County Product Conti! Wision.. • • MISSILE IMPACT RATING: Large Missile Impact Resistant •••••• •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or log!' L t ; state old • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. •• • RENEWAL of this NOA shall be considered after a renewal application has been filed aid tide has bawl no change in the applicable building code negatively affecting the performance of this product. e•• ' • • • •' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ch nn a it 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 01- 1129.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 • • • • • • • • •• • • T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. C515 -LMI, titled "Series 515 Aluminum Outswing Casement window", 1 through 11 of 11, prepared by manufacturer, dated 11 -15-01 and last revised on 02- 25-03, signed and sealed by Ballard L. Argus, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Small Missile Impact Test per FBC, TAS 201 -94 (FTL2770) 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 7) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) & F1'L- 2587(00006), dated 6/13/01 and 04- 04 -00, signed and sealed by Antonio Acevedo, P. E. and Aldo P. Gonzales, P.E. respectively. Note: Test report FTL -2587 has been revised by addendum letter dated 04-12 -2000, issued by Fenestration Testing Laboratory, signed and sealed by Aldo P. Gonzales, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading pe ,FB(, TAS•2 :I ;4 3) Large Missile Impact Test per FBC, TAS 201'24• : .... 4) Cyclic Wind Pressure Loading per FBC, TAS•20 /.044 • • • • along with installation diagram of an aluminum casement window, preMedd by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09 -20, signed ass . . sealed by William R. Mehner, P.E. •••• • .... •••• C. CALCULATIONS • 1. Structural performance, comparative analysis and anchor verification calculatiasits dated 09- 27 -02, 10 -0402, 12- 04- 15 -02, and last revised on 02 -25 -Q5 .prepared,• • signed and sealed by Ballard L. Argus, P. E. • • • D. MATERIAL CER'111( 'ICATIONS 1. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding L. L. C for "Saf- Glas ", expiring on 12/16/07. 2. Notice of Acceptance No. 00- 0524.06 issued to Nebula Glass Intl for "Glasslam Safety -Plus Laminated Glass ", expiring on 09/09/03. 3. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex /Keep Safe Maximum ", expiring on 05/21/2006. E -1 slAa.,‘ . l La34.4 Ishaq L Chanda, P. E. Product Control Praminerr NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) E. STATEMENTS 1. Letter of conformance and "No financial interest, dated 12 -04 -2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of test report, issued by Fenestration Testing laboratory and American Test Lab of South Florida. 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Roblrto. F. 0 111E 1. None E -2 • • • • • • .••• • • • • •• • • ••• • • • • • •• • .••• • • ••.• •• •• • • • • • • • • • • •• • • • • • •••• • • •••• • • • • • • ••••• • • •••• • • ••• • • • 1 sL 1 • L.L,n J Ishaq L Chanda, P. E. Product Control Examiner NOA No 01- 1129.03 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 • z n I,U ,,, 72 1/8" MAX. FRAME WIDTH - �C _ 53" MAX. FRAME WIDTH-... 1/8" SEE MULL CUP g' - 0.070' POLYCARBONATE IN1ERLAYER f I _` 6 12 1/ =`X8° �� (� SHEET 10 OF 11 6 IS 8. I , I �I I ■ II 1/ '. 30" MAX. 1 _/\p\0. ■J %" \ ..-a5 1/2° MAX. DLO. -j -. ' :{ T Ili I i' II C I VI' LOCKS., /' i / : CUSTODIAL LOCKS • 0 \'" 14 G Q _ . �X HINGES Ni r } 4 1I i 1 1 I t,[, I j,7 1 k SEE SHEET 10 CUP 11 _:>•-r SERIES 515 CASEMENT WIDOW ----1 (TEST UNIT ELEVATION VIEWED FROM EXTERIOR. SCALE: 1/2' - 12") 20 a5/8' MAX. DESIGN PRESSURE RATING: SEE TABLES #1. #2, AND #3 TEST REPORT No.: FTL -2770 GLAZING: 7/18' SAF -GLAS BY S.LG. - 3/16' ANNEALED GLASS - 0.070' POLYCARBONATE IN1ERLAYER - 3/18" ANNEALED G1.PSS WATER RESISTANCE USE 12.00 PSF GENERAL NOTES THE FOXED PANEL (0) IS EQUIPPED WITH BUTT HINGES AND CUSTODIAL LOCKS FOR CLEANING PURPOSES ONLY 1. SERIES 515 ALUMINUM CASEMENT WINDOW (LARGE MISSILE IMPACT), AS DESIGNED AND MANUFAC- TURED BY TM WINDOW AND DOOR LLC. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS No.: FTL -2770, FTL -2587 AND ATL- 0808.01 -02, AS LISTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEETS 1. 6. AND 8 OF 11 RESPECTIVELY) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE - ALUMINUM THREE PIECE BUTT HINGES 6 1/4" LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS. WITH SURFACE MOUNTED KEEPERS. LOCATED 18 1/2" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT S1ZE) - ONE (1) ROTO OPERATOR AT SILL. LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. B. EACH FIXED VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 8 1/4' LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE HINOE UNITS ARE INDICATED (SEE.1MIES•04 R EM•s) • • • • - SURFACE MOUNTED KEY OPERATED CUSTODA. LOCKS, WITH SURFACE MOUNTED IQro:rr •• • • TED 18" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THROE LOCI46•4RS ,•AT••• • LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VEND 3178 •• • • • • • • • - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK. LOCATED AtII'•MID -SPILT OF PAD AN) SILL • • • WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. LOC*IE AT•PERIMETER•OF Fn AND AT FIXED MEETING RAIL. AT EACH WEATHERSTRIPPING GROOVE • • • • • • 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0. 450' (VENTS) AND 01456' (•DXED LRES>t GLASS BITE, • USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD WITH] %TUC E:EF E4 BE D• ANb GLASS. GLAZING BEAD FASTENER SCREWS ARE NOT REQUIRED ¥QR THWS OPTION. • • 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 8063 -T6. ANCHOR NOTES 1. TYPICAL ANCHOR TYPE FOR X. XX AND XOX CONFIGURATIONS SHALL BE: A. 1 /4 °0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT READ TMCONI ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM mu) STRESS.. 146.887 P51 AVEERAGE YIELD STRESS., 158,767 PSI B. 5/16"• ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEN) TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS- 150,142 PSI AVEERAGE YIELD STRESS.. 155,882 PSI C. MINIMUM TYP. EMBEOMENTS ARE AS FOU.OWF. a. FOR X AND XX CONFIGURATIONS: - 1 1/2' FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLO1Y CONCRETE BLOCK b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOU.OW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1 2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND OF THE XX CONFIGURATION VERTICAL. MEETING RAIL. IS 3' FOR 1/4'0 TAPCON, TAPCON AND 3 4. MAXIMUM /S 6 HIM SPACE E WINDOW FRAME AND FACE OF SUBSTRATE. IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO 11.15 FRAME. MAXIMUM AN(i4DR SPACING BEGI 5; - HEN) AND SILL OF OPERATING VENTS FOR X XX AND XOX CONRGURATIONS. LOCATE ANCHORS AT 8" FROM ENDS AND 12 1/2' 0.0. MAXIMUM - TOP AND 801014 OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS N CLUSTER WITHIN 6" MAXIMUM OF EACH 51DE OF MEETING RAIL CENTERLINE - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS. LOCATE ANCHORS 6" FROM ENDS AND 20 5/8' O.C. MAXIMUM - JAMBS OF OPERATING MID FIXED VENTS FOR X. XX AND XOX CONFIGURATIONS. LOCATE ANCHORS 6' FROM ENDS AND 15 1/16' O.C. MWXIMNM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRED, TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. t / DRAWING INDEX SHEET 1. -GENERAL NOTES, ELEVATION (TEST FTL-2770) AND ANCHOR NOTES SHEET 2. -VERTICAL. 015)55 SECTIONS AND BILL OF ARTMN.S (7/16' GLASS) SHEET 3. - HORIZONE4L CROSS SECTIONS (7/16' GLASS) SHEET 4. - LOAD /ANCHOR/HARDWARE TABLES (X & XX CONFIG. -7/16' GLASS) SHEET 5. -LOAD/ANCHOR/CUPS/HARDWARE TABLES (XOX CONFIG. -7/16 GLASS) SHEET 6. -ELEVATION (TEST FTL- 2587). LOAD /ANCHOR /HARDWARE TABLES/ANCHOR NOTES SHEET 7. -CROSS SECTIONS GLASS) AND BILL OF MATERIALS (X CONE& -5/16" GLASS) SHEET 8. - ELEVATION (TEST ATL- 0606.01 --02, ANCHOR NOTES (X & XX CONFIG. -1/2' GLASS) SHEET 9. -LOAD /ANCHOR /HARDWARE TABLES (X & XX COMM. -1/2' GLASS) SHEET 10. -MULL ANCHOR CUPS DETAILS SHEET 11. -PARTS UST • • • • • • • •• • • E ILOTERS REQUIREMENTS: NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. ' / kL,Aa 1. (.IKN L BALLARD L ARGUS, P.E 91 TERRACE 4 7.�LS�o'i FLORIDA No.35585. CML 1 1 L =S z k 2 I z i5 1 ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• 4 BILL OF MATERIALS (TEST FTL-2770) / (ATI. 0866.01 -02 ITEM QTY. PART No. MATERIAL DESCRIPTION LOCATION 1 2 OW 37528 6063 —T8 FRAMJ HEAD WINDOW FRAME 2 4 OW 37528 6063 46 FRAME JAMB WINDOW FRAME 3. 2 GW 37528 6083 —T6 AL FRAME SIll WINDOW FRAME 4 3 GW 37525 6063 —T5 ALUM VENT TOP WINDOW SASH 5 8 OW 37526 6063 -15 ALUM VENT STILE WINDOW SASH 6 3 GW 37526 6063 -15 ALUM. VENT BOTTOM WINDOW SASH 7 9 OW 37521 6063-15 *ALUM. VENT INTERIOR HINGE FRAME JN,B 8 9 9 1 GW 17 TM -102 6053 -15 ALUM VENT ?dpi • . t: . • E JAMB :`.:x Al.' .'1 MEETING RAIL WINDOW FRAME 10 1 TM -82 063-76 MULL ADJAfNT JAMBS 11 3 - -- « •'- 7/16" SAF —GLAS LAMINATED (FTL -2770) SASH VENT 118 2 - -- 1 " • .• LAMINA 3! -. . G1 .r a 12 AS RE!' S500 SILICONE : - +a *- 9+A ` 9500 rtti - •; . a 13 AS REVD 2230 WOOL FINSEAL 12230 14 5 -28 -23-01 -101 CAST ZINC "TRUTH' KEY OPERATED CUSTODIAL LOCK /10 VENT 15 8 24 -11 -32 CAST ZINC LB,* LOCK a :L 17 4 30238 oa - KEEPER MEETING -JAMB 18 3 23-65— _ u• ' IRUTH" -..1 GLE ARM F h. — . ....id) • a?;�.L•; • SILL 19 3 CORNER --- S. STEEL 110 x 1 1 /4' P.H. SOS. CORNER 20 AS REQ'D --- S. STEEL 110 x 3 8" P.H. SMS. HINGES /CAM LATCH 21 22 2 EACH « :1 "'G •YI ' --- 117a % 7117 10 x 3 8" P.H. "IYP 8" SC. ij1 7: sa . v...k..YY!::� ` �1;'.,� �' .1 °«P� yaatl:i�LLD)W!ll: iilai21.I� 24 AS REVD --- S. STEEL 14 x 1 1 2 P.H. SMS. �1yi' ?!'� {{r��u;. 4 _ --- 71ax — 11Y_. SCR [N':Yl +:�l`.!!Lr , 26 8 MULL -- S. STEEL :1 x 1 2 .H. ■- MULL TOP & BOTTOM 27 1 HINGE --- STEEL 3 18 "0 x 5.8" LONG HINGE ROD HINGE ASSY. 26 AS RETD - -- ALUMINUM 1/2 x 1/2 x 1/16" TUBULAR CLASS STOP WINDOW VENTS 29 30 12 SW 277 -- CORNER A ® « ia.113,11i __1iad 4.;1. «.:•i: +a aye 31 8 - -- 3 x 11/16 x 1 16 THK. CHEVRON «. rir 32 8 -- �?`1' 3 1.3 8 .047` TH. 41.141 1 •q;, r ii 33 2 MULL TM- 096 6063 —T6 AL 2 x 3 5116 x 5 1/2 x 1/8" THK. MULL CLIP A3 MULL TOP & BOTTOM 34 4 MULL -- 6063 -15 ALUM. 2 x 1 1/2 x 4 x 1/8' THK. MULL CLIP 'AT" MULL TOP & BOTTOM 36 2 -- ALUMINUM CAP RIVE( HINGES INO SHUTTERS REQUIRED FOR THESE INSTALLATIONS 1/4" MAX. SHIM MfN(TYPICAL) 1 YP. EMBEDMENT: FOR X OR XX-1 1/2' FOR XKO OR 0101 • • 2 1/2' EDGE —+{ DISTANCE FLAT SURFACE) INSTALLATION Z 0 VERTICAL SECTION SCALE: HALF SIZE ••• • •• • 2 1/2" EDGE 2 1/2" EDGE DISTANCE DISTANCE • (TYP) • • •w) • • • • °'. j' • • • • • • • • •• • • • • • • •• • • • • VERTICAL SECTION ••• • • • • ••• • • • • • • • • • •• •• • • SCALE: HALF SIZE • • •.. • • • ••• • • '• • • • • • •.• • • • • • • • • • •• •• GLASS DETAIL SCAL FULL SIZE "MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX 1 3/4 1X P.T: WOOD BUCK . (SEE NOTE BELOW) 1/4" MAX. SHIN (TYP) (SEE NOTE BELQM)K 1 1/4" MIN. • e ?clOs 1111 ■1 EXTERIOR TYP. INSTALLATION INTO CONCRETE WINDOW FRAME WIDTH OJAMB HINGE DETAIL 3 3 MEETING RAIL DETAIL 3 1 1/4' MIN. EMBED. CrYP.) 1/8" 0 MULL DETAIL 3 m msm oz®EsTm ®©1 /II Ian AIM f t `15 r�;� 110 �; I , r� 1X P.T. WOOD BUCK (SEE NOTE BELOW) YANDOW FRAME WIDTH TYP. INSTALLATION INTO CONCRETE BLOCK (-) JAMB HINGE DETAIL dig 1 EXTERIOR 1/8" WINDOW FRAME WIDTH WINDOW FRAME WIDTH -sus • • • ••' QMULL DETAIL 3 WOOD BUCK INCTAIIATXIN NOTF'. WOOD BUCK SHAH. BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD "CAI. ( *) SEE PAGE 10 OF 11 FOR MULL ANCHOR CLIP • •Y—• -• W1dDOW E • •• • • • ••• •• • TYP. INSTALLATION INTO CONCRETE BLOCK • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • • • •. •• • • • ••• • • • ••• • TYPE APPLICATION. RO IHUWTER6 REQUIRED FOR THESE INSTALLATIONS ] EDMULL DETAIL FLORIDA •No.35688, GIVIL E g C515 —LMI star a OF 11 J ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • INSTALLATION FASTENER CHART /HARDWARE (X CONFIGURATION) GLAZING: 7116• ANNEALED LAMINATED ($AF-GLAS),BASED ON TEST REPORT N0.: FTL 2110 2. 728" SILL HEIGHT. WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4'11 OR 5/16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) CONFIGURATION X 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS (1/4'0) REQUIRED ANCHORS (5/16'0) PRODUCT CODE ER WIDTH (in) FR. HEIGHT (in) POSITNE ( +) NEGATNE ( -) BUTT HINGES (QTY.) LOCKS (QTY.) HEAD /SILL (QTY.) EACH JAMB (01Y,) HEAD/SILL (QTY.) EACH JAMB (QTY.) 1 Mag4 IIII4NIN imu-nmir Nerixami EACH JAMB (OY•) :1 1 .,�,� /�� MUM 2 13 1 4E 74 80.0 O • ______ �MIAOW ,1� il�L� ININFI4 ©111111EMINI �I -� 14 iEYF4 YPIIII I ,11•1171•1111MAEMINININEININI 24 37 IIINIPM111 MIN' 80.0 4 15 iFiP40 4 WW:NEMINCEITIIIIIIINNEMIN -80.0 ©MIMEERIMI�I 4 25 I 5 8 80.0 -80.0 5 80.0 -80.0 2 282 26 1 37 80A 0 1 -62 7 N 5 1 2 33 6 1 80,1 -8•.0 ___ 2 26 3 4 E4i -:•i.4 80.0 =TEM ©MINEMI©sMI 2 ilEMIIIIIIIirEllElaM111 /IMB IBE:N4 INFIAN111•111111MIIMINTIN111111111111111M111 IIIWMIIII -80.0 MEM. MERINEJINI IIIINIFIMId -8004.0 5 2 2 IIMEINIII 0 0 ®!INFAIIN INETXMIR IlEna40 "AMIll „ , - 80.0II..M.. I © 4 - -- INNLCAN ILzIWWI= 0 =KIM MEE= -800 Wail lam© En NUMMI --- !�Y_� E �17L•� - 8{0�� )lEY=1•11111WEMEN 2 3 4 :, , 4 - -- ELI♦ ®B : 1 • IIIM'1•I � � 5 1116141/1116141/111 �z: W�Il• 0 1 • E?7S/11i1131114 USA= IIMEIWWI : r E2111•1B.2111111 5 INEEWILI O 80.0 B�_I 1 1199 B1 3 • 23 !�1 BIM = 80.0 3 2 2 E WL:I 4 111•INI 3 33 37 50 5 8 80.0 -80.0 3 2 3 5 3 4 25 37 63 80.0 -80.0 3 3 3 - 6 3 5 , 26 37 72 80.0 -80.0 3 3' 3 7 3 5 TABLE * 2: OTHER CONFIGURATIONS MAX F.W. MAX. F.W. 1 j• I 1 (SEE TABLE f2) NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS I NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 INSTALLATION GLAZING: 7/16' ANNEALED (ELCO 1/4'0 FASTENER CHART /HARDWARE OCX CONFIGURATION) LAMINATED (SAF- GLAS), BASED ON TEST REPORT No.: FTL 2770 2.728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF OR 5/16.8 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRA (USING 1/4 "o ANCHORS) (USING 5/16'11 ANCHORS) CONFIGURATION /CC REQUIRED HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PRODUCT FR, WIDTH FIR. HEIGHT CODE (in) (in) YI'111111WE��;i�=�I'®� ��+:.�u© MN= (QTY.) LOCKS (QTY.) POSITIVE ( +) NEGATNE ( -) MEETING RAL HEAD/su. MY HEAD sRl EA FR A 8 (QTY•) POSITIVE ( +) NEGATIVE ( -) N4suRAAL 01Y. HEAD4S1LL QTY. EACH JAMB (OY•) :1 1 .,�,� /�� I♦tE'I♦�� :.r :.1 N -800 �© 2 80.0 ,1� il�L� ©S.�A �I -� :I 24 37 '• 5 8 80.0 -80.0 4 80. • -80.0 2 4 25 37 53 80.0 -80.0 5 80.0 -80.0 2 5 26 37 72 62.7 -62 7 5 5 7 -62 7 2 5 ___ 26 80.0 -80.0 2 38 3 8 80.1 =: + /.0 0 -8004.0 2 2 --- 0 E:1T'4 ®!INFAIIN INETXMIR IlEna40 "AMIll „ , - 80.0II..M.. I © 4 - -- INNLCAN ILzIWWI= =KIM MEE= -800 Wail lam© NUMMI -80.0 IIIIII1Wil=Mr/MI )lEY=1•11111WEMEN =Ii :, , BL' L • ri'O� ®B •� 0 © 5 1116141/1116141/111 �z: W�Il• 0 1 • E?7S/11i1131114 USA= IIMEIWWI : r E2111•1B.2111111 INEEWILI O 1111111FS, B�_I r - 1199 B1 !41D40Ni • :,• 1 r r BIM = Sly 3 E3ILI E WL:I 111•INI tTIMI i111 •WILINEI nMSE■ MOM IIWAVIIIII : • 1 REIE ISM 4 35 53 1 8 3 3 • L0 • • • • 5 80.0 -80.0 5 36 53 1 8 72 • 3 3- 80.0 -73.5 4 4 5 80.0 -80.0 4 4 5 - -- 60 26 2 1 80.0 -80.0 2 4 2 60.0 -80.0 2 4 2 - -- 60 38 3/8 2 2 80.0 -80.0 4 4 3 80.0 -80.0 2 4 3 - -- 60 50 /8 3 2 8180 -80.0 • ..4. 4 4 80.0 -80.0 2 4 4 --- 60 63 3 3 601 • • • -74.4. .4 • • .4 • • 5 00.0 -80.0 4 4 5 - -- . 72 3 .... • • _ . A. 04 • 4 -80 0 5 - -- RIFER ©iIIPWi1INl6 ii I0 E IFIN TElrIICT 1 IMINIEININI SITE 2 - -- i1L:! �� I• if IWP DICU �A iZ� E.Ti� _ISM. IM TIER I• �I>E 3 ®� Kill � � 80.0 0 mom= --- ii 1il?1 - 54.1; • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• TABLE NR 5 eR s § 1# I INSTALLATION FASTENER CHART /HARDWARE (XOX. XXO AND OXX CONFIGURATIONS) GLAZING: 7118' ANNEALED LAMINATED (SAF- GLAS}.BARED ON TEST AIO'ORT 140.: FTL 2770 2.728' SILL MIGHT. WATER RESISTANCE TEST: 12.00 PSF (ELCO 1/4"0 OR 5/16'0 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) (USING 1/411 ANCHORS) (USING 5/18'6 ANCHORS) CONFIGURATION xox - REQUIRED HARDWARE 3200 PSI t�WCRETEf HOLLOW cos REQUIRED ANCHORS • 3200 PSI CONCRETE/ HOLLOW CBS REQUIRED ANCHORS D 1 PER OPERABLE VENT FIXED VENT PER OPERABLE VENT PER PINED VENT PER OPERABLE VENT PER FIXED VENT PRODUCT CODE TOTAL W1 F•1 TOTAL HEx n) 7C VENT WIDTH (in) *Cl. VENT WIDTH (in) BUTT (QTY.) LAS (QM) 131 TT (QTY CUSTODIAL LOGOS ( N�THE (-) HEAD /51LL OM) EACH JAMB (QM) HEAD /SAL (QTY.) EACH JAMB (U) (+) NECA71vE (-) HEADJSILL (QTY.) EACH JAMB- (QTY.) HFALVSAL (QTY.) H JAMB WO HEAD /SNJ. JAMBS 0-2W -2 72 1 4 26 24 24 2 1 2 NONE 1 800 -80.0 2 2 2 2 80.0 -80.0 2 2 2 2 ' y . q 5 Z D-2W -3 72 1 4 38 3 8 24 24 2 2 2 NONE 2 80. -80.0 2 3 2 3 80.0 -80.0 2 3 2 3 A 0-211-4 72 1 4 50 5/8 24 24 3 2 3 NONE 2 80.0 -80.0 2 4 2 4 80.0 -80.0 2 4 2 4 0 -2W -5 72 114 63 24 24 3 3 3 NONE 3 80.0 -80.0 2 5 2 5 80.0 -80.0 2 5 2 5 0-2W -6 72 1 4 72 24 24 3 3 3 �� 3 80.0 -80.0 2 5 2 5 80.0 -800 2 5 2 5 0 -311-2 106 1/4 26 26 1 2 51 2 1 2 1 1 60.0 -80.0 3 2 3 2 80 0 -80.0 3 2 3 2 D -3W -3 106 1/4 38 3/8 26 1/2 51 2 2 2 1 2 80.0 -80.0 3 3 3 3 80.0 -80.0 3 3 3 z o g z R 8 >: ai y 0-3W -4 108 1 /4 50 5/8 28 1 /! 2 51 3 2 3 1 2' 74.3 -74.3 3 4 3 4 74.3 -74.3 3 4 3 4 0-311-5 106 1/4 63 261/2 51 3 3- 3 1 3 59.1 -59.1 3 5 3 5 59.1 -59.1 3 5 3 5 0-3W -6 106 1/4 72 281/2 51 3 3 3 1 3 51.0 -51.0 3 5 -3 5 51.0 -51.0 3 5 3 5 T -2W -2 111 1/4 26 37 37 2 1 2 1 1 80.0 -80.0 3 3 3 3 80.0 -80.0 3 2 3 2 T -2W -3 111 1 4 38 3/8 37 37 2 2 2 1 2 80.0 -80,0 3 4 3 3 80.0 -80.0 3 3 3 3 T -2W -4 111 1 4 50 5/8 37 37 3 2 3 1 2 80.0 -600 3 5 3 4 80 0 -80.0 3 4 3 4 T -2W -5 111 14 63 7 37 3 3 3 1 3 80.0 -70.9 3 8 3 5 80.0 -70.9 3 5 S 5 T -2W -6 111 1 4 72 37 37 3 3 3 1 3 60.7 -60.7 3 6 3 5 60.7 -60.7 3 5 3 5 -- , 25 1 4 26 35 51 2 1 2 1 1 80.0 -80.0 3 3 3 3 80 0 -80.0 3 2 3 ' 2 - -- 125 1/4 38 3 8 35 51 2 2 2 1 2 80.0 -80.0 3 4 3 4 80.0 -80.0 3 3 3 3 - -- 125 1/4 50 5)8 35 51 3 2 3 1 2 74.3 -74.3 3 4 3 6 ' 74.3 -74.3 3 4 3 4 - -- 125 1/4 63 35 51 3 3 3 1 3 59.1 -59.1 3 5 3 6 59.1 -59.1 3 5 3 5 - -- 125 1/4 72 35 51 3 3 3 1 - 3 51.0 -51.0 3 5 3 6 51.0 -51.0 3 5 3 5 NOTE: -SEE ANCHOR NOTES ON SHEET 1 OF 11 -SEE MUWON ANCHOR CUP DETAILS ON SHEET 10 OF 11 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS OTHER CONFIGURATIONS • 1M .,• t ' i f i _ Iv MAX. F.W. All OA, SHEET 0 CUP MAX. F.W. 1 Il i SHEET O0 11I 0 WU,dna MAX. F.W. 10 , �I m SatEn- /0 1! t..nm, dIrn ' � No rf� mn mn �ntrr f ;: _ D�� ss�r •rr�.. -ice �� me _�r� : i s .-� s ..r...� q.- r'I� CLIP IA il� fr t, : ! • • L. • • . CLIP • • • • / ••• • • • • • • • \ , X \ • • • 1' I Y 1 : 1 w. I tl 1 A .it •SIST. •. • • • X -* , ' ••• i. ! I� ' 1 i� I I� 1 _ �� / / ' \•• 1j 1 it Ili 'I I ;r 1 �[I�I / Ink SW. / / 11 I i� '� \ �1q� �' • . i I . 0 ./ �s,�••/ • I �•; I CLIP CAM I' HtNOES 1 I. • CUSTODIA4 . Y!(( / ' I' �I / II BAU.ARD L. ARM, PL . 91 TERRACE . N, .33324 Zrz3 t... C515 ^+ LMI kuu,r -1'x VEN1' WIDTH qu 1 b' ?IP SEE MULL • • • i►r 1,i P SEE MULL Iiiiif quay SEE MULL VENT WIDTH t SHEET 10 OF 11 SHEET 10 OF 11 SHEET 10 OF 11 (SEE TABLE j3) (SEE TABLE /3) (SEE TABLE /3) A No.35686, CML > 8 0E41 J • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • •• •• • • • • • • ••• • • • • • • • • • •• •• r 16" MIA). SERIES 515 CASEMENT WINDOW (TEST UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE: 1/2" - 12" DESIGN PRESSURE RATING: SEE TABLE 04 (THIS PAGE) GLAZING: 5/16' SAF -GLAS BY S.I.G. - 1/8" HEAT STRENGTHENED GLASS - 0.069" POLYCARSONATE INTER-LAYER - 1/8" HEAT STRENGTHENED GLASS TEST REPORT No.: FTL -2587 WATER RESISTANCE TEST: 10.92 PSF 1/8' HEAT STRENGTHENED G .089" POLYCAR80NATE BY SIG. 1/8" HEAT STRENGTHENED GLASS #8 x 3/4' SIBS. (SEE GENERAL BELOW) NOTE 13 EXTERIOR COSS ern; 5/16' OVERALL LAMINATED (SAF -GLAS) BY SECURITY IMPACT GLASS HOLDINGS, LLC GLASS DETAIL SCALE: FULL SIZE GENERAL NOTES TABLE ! 4: INSTALLATION. FASTENER CHART/HARDWARE (X CONFIGURATION) GLAZING: 5/W HEAT STRENGTHENED UNMATED ISAF- BLAST, RASED ON TEST REPORT NO.: PM. MG 2. 728' SILL HEIGHT. WATER RESISTANCE TEST: 10.92 PSF (ELCA-1 /42.0 TAPCON IN 2500 PS1 CONCRETE SUBSTRATE) CONFIGURATION X 25°° 1251 CCINCRETV HOLLOW BLOCK REQUIRED HARDWARE REQUIRED ANCHORS PRODUCT �� FR. WI FR. POSITIVE ( ATIVE NEGATIVE .> ( LOCKS ( QTY.) (HTY 12 19 1/8 28 72.8 -99.3 2 1 2 2 13 -... 3 0jr 50 5 8 NEEM.FIN 4 ®i1ZIIi ©0© 5 5 MIMI irr I� P 8 r?Sn _993 1 2 W SYA mr IMEFINl IIIIIIEBEN EWA= 11111111 3 uyiw • n irk NEFAKINS © ©© 4 z i M — @EI/7irF W'=NW�� 3 3 ® 2 8 111111111111/111111 22 T� 2 NO SHUTTERS REQUIRED FOR THESE INSTALLATIONS ■ ANCHOR NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4" LONG. LOCATED 7' FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UN17S ARE INDICATED (SEE TABLE #4 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 12' FROM TOP AND BOTTOM AND AT MOD- SPAN, WHERE THREE LOCKS ARE INDICATED. . AT LEFT OR RIGHT JAMBS (SEE TABLES 114 FOR REQUIREMENTS EACH VENT SIZE) ° - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2" FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC TIN. - LOCATE AT PERIMETER OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 3. GLAZING METHOD: EXTERIOR GLAZED WITH 0. 450" (VENTS) GLASS BITE, USING SILICONE AND AN ALUMINUM TUBE GLAZING BEAD, WITH SILICONE BETWEEN THE BEAD AND GLASS. GLAZING WAD TO BE FASTENED WITH A SINGLE ROW OF j8 x 3/4" FN. SS. 515• . LGCI�TED AS FOLLOWS: • • - HEAD- AND SILL: 3' FROM ENDS AND 8" 0.C. MAX. • - JAMBS: 3" FROM ENDS AND 10 3/4" 0.C. MAX. • • • • • • • 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063-T6.•• • • 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. • • ••• • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • •• • • • 1. TYPICAL ANCHOR TYPE FOR X CONFIGURATION SHALL BE A 1 /4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS. 148,887 PSI AVEERAGE YIELD S: 158,787 P51 B. 5/1r0 EL.CO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM 'YIELD STRESS- 150,142 PSI AVEERAGE YIELD STRESS- 155,862 PSI C. MINIMUM TYP. EMETEDMENTS ARE AS FOLLOW: a FOR X AND XX CONFIGURATIONS: - 1 1/r FOR 25003000 P51 STRUCTURAL CONCRETE - 1 1/4 FOR MUM CONCRETE BLOCK • i . FOR XOXL XXO, AND OXX CONFIGURATIONS: - 1 1/4' FFOR H MD PSI STRUCTURAL CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK 15 2 1/2' i+LA10MUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE IS 1/4 ". 4. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOLID UNES -LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDK:UTAR TO THE FRAME MAXIIAUM ANCHOR SPACINS REQUIREMENTS' • . �fWD SILL OF OPERATING VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6' • ENDS AND 16' 0.0. MINIMUM • Jri1BP OF OPERATING AND FIXED VENTS FOR X CONFIGURATION, LOCATE ANCHORS 6" `• F4 1•EN0S AND 15 3/8' 0.0. MAXIMUM. • • • • • • • • • • • •• •• ••• • • ..• • J • • • • • • ••• • • • • • • • • • • • • •• •• • 0 •• • • b L ARGUS, P.E. � 91 M / 1 FLORIDA No.35886. CIVIL 1 1 R11 C515 LM▪ I 4f4:ET 6 4F 11 J 1 1/2" MIN. EMBED. (TV) rep. INSTALLATION INTO CONCRETE IX P.T. WOOD BUCK (SEE NOTE BELOW) iX P.T. WOOD BUCK (SEE NOTE BELOW) 1 1/2 MIN. (�BED. 2 1/2" EDGE DISTANCE (TYP) 7J 1 VERTICAL SECTION � I BILL OF MATERIALS (TEST FTL- -2587) REM •1 P ' N•. L'• Da;_NLj- t, LOCATION 1 GW 37528 8063 —T8 ALUM. FRAME HEAD WINDOW FRAME 2 2 GW 37528 6063 —T6 ALUM. FRAME JAMB WINDOW FRAME 3 1 GW 37528 6083 —T8 ALUM. FRAME 58.1 w1NDOw FRAME 4 3 GW 37528 8083 -75 ALU VENT TOP WINNDOW SASH 5 8 GW 37528 8083 =T5 ALUM. VENT STILE WINDOW SASH 8 3 GW 37526 8083 —T5 ALUM. VENT BOTTOM WINDOW SASH 7 3 OW 37521 6063 -15 ALUM. VENT INS HINGE FRAME JAMB 8 3 51 37 r 8083 -75 ALUM. 2.1 ..11?.u•.i •i i.. JAMB NMICLASS 5/18" SAF —GLAS LAMINATED SASH VENT ., 55500 7 e... 1.'.. FINSEAL . 2230 I: j1 {�jC HANDLE cuss a , iAl NilQ[T�1♦ 24-1 38 WOOL :1Ii r!;1iij "!� MEETING JAMB S STEEL i`RUTH` PSINCLEERARM ' JAMB ini �. [Qa 'Mee.; :. 65-32 ® NC `f F —. �.11 OPERATOR FRAME FRAME �LL 7N I �Itvsr «..,.,a. ®E7L 1!® 719x. [??_ 71aa [LJ 7ratUrr ay a IFE1111174 -.., ;I— 1 `0 TAPCON SEE :, a. FO• •.a.Uwi L•tu•I•:��atiu;.l FAIT ii:14,4•1® 1.. .•'tyx.ice HINGE . 1 GE STEEL 3 18 0 x 5.8" LONG HINGE ROD • D M 1 2 x x 1 18` GLASS ® al.0. /: /a.. G7IIIM1•® ®dam Cknul l FRAME CORNER 1.1,72 j* .7:,;ia:� Z - 1 iliiirii91F1iPSh;! •311111111111111111111111 I1,uoikww2 .. •'a._ I 111111111•® 38 ' 2 HINGE - -- ALUMINUM CAP RIVET HINGES 37 AS REQ D - -- S. STEEL $NOTE 3/4" ON SHEET 6 OF (SEE 1 H0R . TUBE GY AZING BEAD NO SHUTTERS REQUIRED FOR THESE INSTALLATXINS 1 1/2` EMBED MIN MP) ) IF r piLl. 4!!!::::: i V O O m � © V f • • • 1O ��p�GLI y� • • • WINDOW FRAME WIDTH • • • •• • • • • • • • • • • •'�• JAMB:HINGE DETAIL WOOD BUCK INSTAUAT1ON NOTE; WOOD BUCK SHALL BE ATTACHED To SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD CAL • VYP. INSTALNATIOM • • ••• • • • • • • • . • • • • • • •• •• ••• • • 1;..\i ..••:,�.7f TYP. INSTALLATION INTO CONCRETE 0 JAMB LOCK DETAIL 7 1 1 Ncu C515—LMI *MET7 OF 11 • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• 4 7 5/8* SERIES 515 CASEMENT WINDOW UNIT ELEVATION VIEWED FROM EXTERIOR) SCALE 1/2° = 12" (Itbl DESIGN PRESSURE RATING: SEE TABLES #5 AND #6 ON PAGE 9 OF 11 TEST REPORT No.: ATL 0806.01 -02 GLAZING: 1/2' GLASSLAM BY NEBULA GLASS - 3/16° ANNEALED GLASS - 0.060' POLYESTER - 0.010° PET - 0.060" POLYESTER - 3/16" ANNEALED GLASS WATER RESISTANCE TEST: 12.00 PSF GENERAL NOTES 1. WINDOW MINIMUM HARDWARE REQUIREMENTS: A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/4' LONG, LOCATED T FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES #5 & #6 FOR QUANTITY) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 7 5/8" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SE=E TABLES 15 & #8 FOR REQUIREMENTS EACH vENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 4 1/2' FROM EITHER LEFT OR RIGHT JAMB. 2. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW, WOOL PILE WITH INTEGRAL PLASTIC FIN. -UICITI A'r 113$TEI: OE• Al • • • AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. • • • • • • • • 3. ALUMINUM TUBE GLAZING BEAD, SIUCONE5BE1WEEN)THE•B�AO q� N 5�� • • • • • FASTENER SCREWS ARE NOT REQUIRED FOR THIS OPTION. 4. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. 5. NO SHUTTERS ARE REQUIRED FOR THESE INSTALLATIONS. • • • ••• • • • • • • • • • • • • • • • • • • • •o ••• • • • • • • • • •• • • • • • ••• • ANCHOR NOTES INSTALLATION RFOL0REben; 1. TYPICAL ANCHOR TYPE FOR X AND XX CONFIGURATIONS SHALL BE A 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL. PROPERTIES: MINIMUM YIELD STRESS= 148,887 PSI AVEERAGE YIELD STRESS= 158,787 PSI B. 5/16'0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR. FLAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI' AVEERAGE YIELD STRESS- 155,862 PSI C. MINIMUM TYP. EMBEDMENTS ARE AS FOLLOW: - 1 a. FOR X AND XX CONFIGURATIONS: - 1 1/4 � " FOR HOU.OW CONCRETE BLOCK CONCRETE b. FOR XOX, XXO, AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4' FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE 013 BLOCK IS 2 1/2" 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL: FOR 1/410 TAPCON IS 3 "; AND 3 3/4' FOR 5/16W TAPCON. 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUR UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR SPACING REQUIREMENTS; - HEAD AND SILL OF OPERATING VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 8° FROM ENDS AND 20' 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ALL ANCHORS IN CLUSTER WITHIN 8' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE. - JAMBS OF OPERATING AND FIXED VENTS FOR X AND XX CONFIGURATIONS, LOCATE ANCHORS 6" FROM ENDS AND 14 15/16" 0.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS, IF REQUIRES, TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. NO SHUI1b.Hb REQUIRED FOR THESE INSTALLATIONS 1/2* OVERALL LAMINATED (GLASSLAM SAFETY -PLUS) BY NEBULA GLASS INTERNATIONAL. INC. GLASS DETAIL SCALE FULL SIZE F s�eo ytplas nr.�w�a v NOAH IY I: .1. avdoi.s z/2110, FLORIDA No.356E16, CIVIL 1 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE • 5: INSTALLATION FASTENER CHART/HARDWARE iX CONFIGURATION) GLAZING: we GLA881.AM SAFETY-PLUS AIBEALED LAMNATED BASED ON TEST REPORT No.: ATL 0106.01-08 2. 728' SILL HEIGHT, WATER RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 (ELCO 1/4'0 OR 5/16'0 TAPCONS IN 2500/3000 P51 CONCRETE SUBSTRATE) FASTENER CONFIGURATION X 2500 PSI CAE/ HOLLOW BLOCK REQUIRED HARDWARE REWIRED ANCHORS (1/410) REQUIRED ANCHORS (5/16"0) �0 14111111111•E3TL7AFABNIIIIIIIIMIIIII1111A•0 13 WIDTH On) IIIEW1111111U1KFINIIIIIEFENW FR. HSGHT Cm) POSRIVE (+) NEGATIVE (-) ME BUTT HINGES SOCKS HEAD/ LL ) EACH � (QTY.) HE D/ UMB (OTY H 1i /SILL ( .) OTHER /s . (OtY.) 2 POSTTVE OF) NEGATIVE (-) 2 HEAD /sal Ott) am JAMB (CRY") 3 37 26 3 15 : 2.0 5 8 2 2 62. , -6 0 ©IIIIIIMMIIIIIIICMO 4 -- 24 4 NEWLIN MUM- • 62.0 -6 ?.0 MINIM MIME =WABI• liTAME 5 2 '' 8 5 16 wrung Elm= _m♦QnA♦Iiiiiimmi 2 4 NINIENNII -62.0 2 2 4 25 37 1 f __LAYi 3 3 _ . =FEE= IIMIE111110 0 5 62.0 -62.0 2 2 5 1 WA' IIMITAIIMTMitall 72 =TIME B>QT5E IIMFA• �A• 4 2 6 62.0 -62.0 3 1 AK 1k BI •=•A• - -- 1i 26 ©1111WIM 1 62.0 -62.0 4 2 2 4 IP± __ 2 i18 aMIN= 48 36 3/8 2 2 2 -62.0 2 1 "Will - -- B>ECIDAE 32 i Arm E RMIBAA4AINE 2 3 2 48 6 2 3 620 26 62.0 -62.0 2 62.0 3 2 2 3 --- 48 --- 32 38 3/8 62.0 -62.0 2 2 3 62.0 3 3 2 3 - -- 32 50 6/8 62.0 -82.0 3 • X62,5 • • 3 4 3 -62.0 4 - -- 32 63 62.0 -62.0 3 1 3 .6 5 3 5 - -- 2 7_ 6... -: , 3 MATLII ©=CM Bl AII• lt`!: T:11P4 WW.11,441 ailikillillillillE111M 22 37 26 62.0 -62.0 2 1 3 2 3 2 3 37 38 348 62.0 -61.3 2 2 3 3 3 3 33 37 50 5/8 62.0 -61.3 3 3 3 4 3 4 25 37 63 62.0 -61.3 3 3 3 IIIEMINII BAkIV 3 3 •PME 5 26 37 72 62.0 -61.3 3 3 3 BIW 8 3 t INIII 6 TABLE • 6; OTHER CONFIGURATIONS MAX F.W. � - O , MAX. F.W. I 1140 SHUTTERS REQUIRED FOR THESE 64STAUATO4S NOTE: -SEE ANCHOR NOTES ON SHEET 8 OF 11 INSTALLATION GLAZING: V2' GLASSLAM 2. 728' SILL HEIGHT, (ELC01 FASTENER CHART /HARDWARE OCX CONFIGURATION) ANNEALED LAMINATED,BASED ON TEST REPORT No.: ATL 0106.01-0Z RESISTANCE TEST: 12.00 PSF BASED ON TEST REPORT FTL 2770 /16'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) SAFETY -PLUS WATER /4 4 OR 5 (USING 1/4's TAPCON) (USING 5/16'0 TAPCON) CONFIGURATION XX REOU62E0 HARDWARE PER OPERABLE VENT 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS PR0DUM CODE FR. WIDTH On) FR. HEIGHT On) HINGES Orr) LOCKS (Om) POSITIVE ( +) NEGATIVE (-) H 1i /SILL ( .) OTHER /s . (OtY.) EACH JAMB (OTY.) POSTTVE OF) NEGATIVE (-) (QTY.) HEAD /sal Ott) am JAMB (CRY") 37 26 1 : 2.0 -82.0 2 2 62. , -6 0 ©IIIIIIMMIIIIIIICMO -- 24 =MIMI NEWLIN MUM- IMAM =NOM Mai=�� MIME =WABI• liTAME =TEEM 37 '' 8 3 3 62.0 -62.0 2 2 4 62.0 -62.0 2 2 4 25 37 63 3 3 62.0 -62.0 4 2 5 62.0 -62.0 2 2 5 26 37 72 3 3 62.0 -62.0 4 2 6 62.0 -62.0 2 2 8 - -- 48 26 2 1 62.0 -62.0 2 2 2 62,0 -62.0 - 2 2 2 - -- 48 36 3/8 2 2 62,0 -62.0 2 2 3 62.0 ' -62.0 2 2 3 - -- 48 50 5/8 3 3 620 -62.0 4 2 4 62.0 -62.0 2 2 4 --- 48 63 3 3 62,0_ 62. 4 2 5 62.0 -62.0 2 2 5 - -- 46 72 3 3• • X62,5 • • • 4 • 6 62.0 -62.0 2 • R 6 1 . 26 1 .• .6 • fe• 620 -. 2 2 BIEEBYZI MATLII ©=CM Bl AII• lt`!: T:11P4 WW.11,441 ailikillillillillE111M B ERMQ=lid BI�� B�� 1 MIM IMINWENN �A! INIFINIIN MIIIIMIll0 AtA• =BMW 3 ,A. •*820•i � 6.0 -62.0 BAmTAAIA•u3IL7 maimm �A• .ermuA• B>m! �A• 0 try.mm... N ®SMA7LEIIIMArMIME ® ®111111t?��BLAINEI©BIEA■rIINE - - -� m. IWENIIII IIIEMINII BAkIV SIMMER 111111111010111 dMEEKI=EWENBBIMUM ® •PME ts111111111•11111 IIIMAIIIIII MUNN BETE>• 2:111 =MOM BIW 11111M•11111111113111= t INIII INCEIBIIII =MUM 62.0 BMFMINI ©��a MINFMNIIIINIMMI MMIIIIMIIN II ARIA)• 3 111:'7■•* 611111Pidil BIElMMI X82.0• �62� •� .6.20 !! 4 memo 1111111E1=1111111111EMBIll Imo= warL7 IILIBILBII ©AMA BI AINdIIIILEdyBlZIMiINLICI aisBE BLIIIINUOIN•11 IMK3BINIMBANNI LAMB =INIE Wain INERMIIIXIIM MBA= © BIIINIEA•IBM= imam ®�>11111•d11•111HMWPCIIIII =MUM IMINEONINI MIEN= WNW IBM= BBM BB1A•© - -- 72 7 3 3 62.0 -54.2 4 4 B 62.0 -50.9 2 4 6 • • • 0 0 ••• • • • 0 • • • • • • • • 0 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLORIDA No.35555, OML 3/4" 3/� (INTERIOR SID • 1 1/2• (EXTERHIOR . 1 /8' �� 4° MULLION ANCHOR CLIP TYPE AI" WOWED To BE uSEV FOB PRE ST 531. aC,ML.L oNS) #14 X 1/2" FH. SS. SMS. (FOUR TOTAL) #14 X 1/e FH. SS. SMS. MULL (FOUR TOTAL) 2 x 4 x 1 /8x 1(p1 /2° AND .BOTTOM. G PICALL)TOP V 4 • E. 4 1/4"0 TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2 MIN. EDGE DISTANCE (FOUR TOTAL) INSTALLATION DETAIL Eb (INTO CONC.) (BOTTOM LOCATION SHOWN. AT TOP SUM MULL 2 x 4 x 1 /8x 1 1/2° ALUMINUM ANGLE AT TOP AND BOTTOM. TYPICAL) 1X P.T. WOOD BUCK (SEE NOTE BELOW) 4 .4 4 1/4 1, TAPCON, 1 3/4" MIN. EMBED. INTO CONCRETE AND 2 1/2 MIN. (FOUR DISTANCE TOTAL) INSTALLATION DETAIL ® hz THRU WOODBUCK) (BRITON Lwow SHOWN, AT 1OP SKLAR) WOOD B K MaT I AT16N NO W00D RUCK SHALL BE ATTACHED TO SUBSTRATE AS RECOMENDED BY ARCHITECT OR ENGINEER OF RECORD -ICAO ISOMETRIC VIEW 2 9/16' 3/4' 1 13/16" 1 5/16 1-4 (INTERIOR 80 I 2 9/16' (EXTERIOR SIDE) — 7/8' 5 1/2' .— 3/8" 1 1/8° 5/18 °t •• ••• • • • • • • • "°'16 «'� 3,4' IN. EMBED. /18'0 TAPCON, 1 3/4' ¢�11(J. EMBED. f3 5/16° • • • 2 4%2' MIN. EDGE CON AND A �2 1/2 MIN. EDO •• ••• •'" ~• � tit (Two ) INSTALLATION DETAIL (INTO CONC.) (30170■ LOCATION SHOW 1. AT TOP SWUM • • • •• •0• ••• 0 • 7/6• • • • • • • • • i • • • • • • • • • • • • WOOD BUCK INSTALLATION NOTE; e • • • • • • • • • • ••• A R • OD BUCK SHALL COMENDED BYBARCHITECT OR ENGINEER OF RECORD (TYPICAL) 14 x 1 2" FH. 55. SMS POUR' 1 //2 FH. 55. SMS. NI � FOUR TOTAL) 1 I / TOTAL) 2x35/16 "x�1/8x51/2° ,,A;FtI� 2x35/16 "x1/8x51/2° j ALUMINUM CLIP A TOP ANb j ALUMINUM CLIP AT TOP AND ..�N BOTTOM, TYPICAL 'NIL sorrow, TYPICAL u fl �A�r u�1 MULL 1X P.T. WOOD BUCK 4 (SEE NOTE BELOW). A e e 11 gifg 30 2 Z g zz ZEN 38 E 12 i to o RU WoomDCK) L (Borrow LOCATION SHOWN, AT TOP SB9IAR) MULLION ANCHOR CLIP "TYPE A3" (MENDED TO BE USED FOR FIAT SURFACE INSULATIONS) VOW • • • ISOMETRIC VIEW 2 %fo, FLORIDA No.35686, CML • ••••• • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SHEET 10 OF 11 ti 11 In n 2.000' ' --.1 1.125'_ �J - 1 z 210" -041'® 220^ 173" 3.848 _ �- ' GW 37524 MEETING f° y, m -may 1.375' GIV 37528 ITEM 1LL/ FRAME 2O N d t� a 0 0 .938" (TM-102) RNL h�6 O f .125 '".1 I,.._ .375^ 3' STRUCTURAL MULLION . ITEM 30? 3 x 1 3/8` CHEVRON SERIES 515 ALUMINUM OUTSWING CASEMENT WINDOW (LARGE MISSILE IMPACT) I N 387 -. 125" • na In • .125" 1m0" 77. N S� . al CASEMENT 1.739' GW 37521 INTERIOR HINGE n". GW 37526 ITEM�Q VENT TOP. BOTTOM AND .500• i ©O SIDE SALES GW 37522 CASEMENT EXTERIOR HINGE 1.000' 1.062' -r REM 30 3 x 1 ` CHEVRON ! Lam. -�►I REM 0 1/2* TUBULAR - ►{�. -.G6a^ I N+ -500' x 1 /2" x .062' THK. GLAZING STOP • ... . .•: •• 1 .688' it�� e '688' ' .... • i : •• • • • •• • --{ • • • • • • N I •• �•• 01 - An�wir ado M � ♦ yu L ;, P.E. : 'f 33324 , 47110,3 ill • • • • ••• • • SW 27713 CORNER {1Ei • ••• • ITEM 31 3 x 11/16" CHEVRON C515 —LMT FLORIDA No.35686, CML sIFEr 11 OF 11 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 MIAMI COUNTY ' BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -I563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinecodeonline eom 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 shalt 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 "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. S605 -LM., titled "series 605 single Hung window. ", sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.B., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • • • . following statement "IvEami -Dade County Product Control Approved ", unless otherwise noted fieaein. • ••• RENEWAL of this NOA shall be considered after a renewal application has been filed and thtlellas beearso 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 re io48r chat Make materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endeffsemant of ally • • product, for sales, advertising or any other purposes shall automatically terminate this NOAa eaikire to empty • 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 f9f8aeo by the expiration date may be displayed in advertising literature. If any portion of the NOA is cjiaplayed, thhMtshalt be done in its entirety. • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 0703.01 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by !shag L Chanda, P.E. 315 NOA No 06 -0614.04 Expiration Date: July 05, 2007 Approval Date: December 28, 2006 Page 1 •••••• • • • OOOOOO • • • • OOOOO • • OOOOO OOOOOO • • • ...... • • ...•.. T. M. Windo an oo d Dr NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 01- 0703.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. S605 -LM., titled "series 605 single Hung window, sheets 1 through 5 of 5, prepared by manufacturer, dated 07 -23 -01 and last revised on Nov. 22, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Transferred from file # 01-0703.01) 1. Test report on 1) Air infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL- 3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 2. Additional test reports with installation diagram of an aluminum Single Hung window, prepared by Certified Testing Laboratories, Test Report No. CTLA -416W dated 04-11- 02, signed and sealed by Ramesh Patel, P.E. (This report has been revised per addendum letter January 22, 2002, issued by Certified Testing Laboratories, signed and sealed by Ramesh Patel, P.E. ) C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 06 -06 -06 and revised on 11- 22 -06, signed and sealed by Dr. Humayoun Farooq, P.E 2. Glazing Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • • • E. MATERIAL CERTIFICATIONS • • 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia for "Saflex •• • • • • • • • expiring on 05/21/2011. •'�terlayer "' 2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass'lblding, LLC for "SAF- GLAS ", expiring on 12/16/2007. • • • • • • • .. • 3. Notice of Acceptance No. 03- 1117.05, issued to Surface SpecialtiesLa apr "UvekQl' • expiring on 02/08/2009. • • • • F. STATEMENTS • • • • • 1. Statement letters of Compliance and "no financial interest ', dated 05769/Y6 and' '. 05/31/06 respectively, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 01- 0703.01, expiring 07 -05 -2007. E -1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 06- 0614.04 Expiration Date: July 05, 2007 Approval Date: December 28, 2006 • • ••• . •• •• • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• • • • • • • • • • •.• • • • • •.• THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUIItNa ARE NOT REQUIRED. FALSE UUNBNS (SHMRcEE ) BE USED SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDTIION INCLUDING HIGH VEUTGITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LomTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/8" W1)W0w WIDTH 48 1/4" Di. OPG. Q W. (FIXED) 21' MAX. HEAD /SILL I I. i% li 0 11 11 n U n I : II it II II II II It ti I I II II I II 1 11 II I I 11 11 II O II � �� ./ II II II II 47 3/4" 1 D4_ oPG. (VENT) 5o 1/8" • VENT WIDTH TYPICAL ELEVATION EQUAL WES (SEE DESIGN CAPACITY CHART) 5 1/2" MAX. HEAD /SILL • • • • • • •�• • • •• •• • • • • • • • • • ••• • • • • • FALV • • ••i URFOCE • • • • • • • • •• • • • • • • •• •• • • ••• • • • : : •53 1 /8' R a- 5 1/2" MAX. raesucrawnsato = nom. ilqpraNusliWs Oaks 50 1/8' VENT WIDTH TYPICAL. ELEVATION WITH OPTIONAL FIN EQUAL UTES (UNIT DESIGN CAPACITY TO *61.0 PSF MAX.) HEAD /SILL D.L.O. WIDTH (FIXED) ffi WINDOW WIDTH — 4.875` D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5.375` D.L.O. HEIGHT = WINDOW HEIGHT /2 — 4.5" LAMINATED GLASS LARGE MISSILE IMPACT Env: DR. 1•11.1AYOUN FANOOQ R.A. STRUCRIRES PE if 18957 CAN. NOV 2 2 ZOD6 z g 1- d 4 amt e v A 1 1 1 drawing no. W06 -34 sheet 1 of 7 • • •.• •••• • • • • . • ••• • • •• • • • • ••• • • • •• • • • • • • • •.• • • • • • • .•. m U ' DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY -• PS! •i• • • • • • • • • • • • • • • • • • •. • .. • • • • • WINDOW DIMS. GLASS TYPE '8' GLASS TYPE 'C' GLASS '8' GLASS GLAS8 TYPE 'P' WINDOW DIMS. GLASS TYPE '8'GIASB TYPE 'C' • D & DI' • • • GLASS TOE ENOINEEN9 8t PRODUCT DEVELOPMENT 1238 B.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2848100 FAX. (308) 2828878 WIDTH 16094T M(+) 110.( -) D(T.( +) 1NT4-) EXr.( +) 1M.( -) E%T.(+) ENT.( -) WIDTH HEIGHT EXT.( +) 1NT.( -) OR.(+) MU-) DR(+) 1Mt) OR.( +)4 *%(-) 19 -1/8' 26 -1/2' 37' 53 -1/8' �, (3) 80.0 99.3 70.0 70.0 61.0 61.0 BOA 99.3 19 -1/8' 26 -1/2' 32' 53 -1/8' �, (3) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 993 70.0 70.0 61.0 61.0 80.0 99.3 80.0 99.3 70.0 705. 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 51.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 • •61.i8 g0.0 a0.0• •115.0 2'8.0. 60.0 893 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.V `•81.81 81.$ 19 -1/8' 28 -1/2' 37' 53 -1/8' JS-J/9' (J) 80.0 993 70.0 70.0 61.0 61.0 80.0 115.0 19 -1/8' 26 -1/2' 37' 53 -1/8' J�J�, (3) 80.0 99.3 70.0 70.0 61.0 • �.1i p5 : 80.0 99.3 70.0 70.0 61. 61.0 80.0 115.0 60.0 99.3 70.0 _ 70.0 61 ,p. •81.� •80.0 015.% • : • • • • • • . • 1'L8l{cI,Li617>iED •4 110 the Weida _di_� Cad. 1-661 -eV SHAliratiss Oak 3- 4` •' 80.0 69.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.E 80.0 993 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 19 -1/8' 26 -1/2' sr 53 -1/8' 50-5/8' (4) 60.0 993 70.0 70.0 81.0 61.0 80.0 115.0 19 -1/8' 26-1/2' 32' 53 -1 /8' SO -5/8' (4) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 89.3 70.0 70.0 61.0 61.0 80.0 115.0 79.6 79.6 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 19 -1 /8' 26 -1/2' 37' 53 -1/8' SB -S /8, (5) 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 16 -1/8' 26 -1/2' 32' 53 -1 /8' SB-S 8„ () (5) 80.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 80.0 99.3 700 70.0 61.0 81.0 80.0 115.0 80.0 893 70.0 70.0 81.0 61.0 80.0 115.0 80.0 97.7 70.0 70.0 81.0 61.0 80.0 115.0 80.0 - 99.3 70.0 70.0 81. 61.0 60.0 115.0 - 3 ili TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (984) 781 -4430 FAX. (984) 781-5078 - - 66.4 85.4 61.0 91.0 805. 115.0 - - 70.0 70.0 61.0 81.0 80.0 115.0 19 -1/8' 26 -1/2' 37' 53 -1/8' �, (5) 805. 993 70.0 70.0 61.0 61.0 90.0 115.0 16 -1/8' 25 -1/2' 37' 53 -1/8' (8 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 81.0 80.0 115.0 80.0 85.9 70.0 70.0 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - 57.1 57.1 61.0 61.0 80.0 115.0 - - 70.0 70.0 61.0 61.0 80.0 115.0 19 -1/8' 26 -1/2' 32' 53 -1/8' 7.2. (8) 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 19 -1/8' 26-1/2' 37' 53 -1/8' 7r 80.0 993 70. 70.0 81.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 81.0 80.0 115. 72.7 72.7 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 705. 91.0 61.0 60A 115.0 - - - - 615. 51.0 - - - - - - 81.0 61.0 - - 19 -1 /8' 28 -1/2' 37' 53 -1/8' 76 -3/4' (6) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 19 -1/6' 26 -1/2' 37' 53 -1/8' 78-3/4. (6) 80.0 993 705. 70.0 81.0 61.0 80.0 115.0 50.0 983 70.0 70.0 61.0 61.0 909 115.0 80.0 89.3 70.0 70.0 61.0 81.0 80.0 115.0 67.2 87.2 67.2 672 61.0 61.0 60.0 115.0 80.0 99.3 70.0 70.0 81. 61.0 80.0 115.0 - - - - 61.0 61.0 - - - - - - 61.0 61.0 - - 24' 30' 36' 42' 48' S4' 4e' (4) 60.0 99.3 70.0 70.0 81.0 61.0 80.0 115.0 24' 30' 36' 42' 48' 54' 41 r 993 70.0 70.0 61.0 61.0 80.0 115.0 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 993 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 61.0 81.0 80.0 118.0 893 70.0 70.0 61.0 81.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 i p i 91 1 i 2 80.0 993 70.0 70.0 81.0 81.0 80.0 115.0 99.3 70.0 70.0 81.0 81.0 80.0 115.0 80.0 90.6 70.0 70.0 61.0 91.0 80.0 115.0 983 70.0 70.0 61.0 61.0 80.0 115.0 24' 30' 38' 42' 48' 54' BOA 99.3 70.0 70.0 61.0 81.0 80.0 115.0 24' 30' 38' 42' 48' 54' (8) 80.0 89.3 70.0 70.0 61.0 81.0 115.0 80.0 993 70.0 70.0 61.0 81.0 80.0 115.0 80.0 993 70.0 70.0 81.0 81.0 115. 80.0 94.2 700 70.0 91.0 61.0 80.0 115.0 80.0 80.0 99.3 99.3 70.0 70.0 70.0 70.0 61.0 81.0 61.0 81.0 R 6 s8 115.0 115.0 78.4 76.4 70.0 70.0 81.0 61.0 80.0 115.0 B • 67.5 67.5 67.5 675 61.0 61.0 80.0 115.0 80.0 99.3 70.0 70.0 61.0 61.0 115.0 - - 59.4 59.4 61.0 81.0 80.0 115.0 - - 70.0 70.0 61.0 61.0 115.0 24' 30' 35' 42' 48' 54' (6) 80.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 24' 30' 38' 42' 48' 54' (8) 80.0 993 70.0 70.0 61.0 81.0 80.0 115.0 80.0 94.4 70.0 70.0 61.0 61.0 80.0 115.0 80.0 89.3 70.0 70.0 81.0 61.0 80.0 115.0 0 a mV2F, 'c 75.4 75.4 70.0 70.0 81.0 61.0 80.0 115.0 90.0 99.3 70.0 70.0 61.0 61.0 80.0 115.0 - - 63.0 63.0 81.0 81.0 80.0 115.0 - - 70.0 705. 815. 61.0 80.0 115.0 - - - - 61.0 81.0 - - - - - - 81.0 81.0 - - c -c m - - - - 81.0 61.0 - - - - - - 61.0 81.0 - - a i 1 .' y I ..--. . 8 •-� 1' I 24' 30' 36' 42' 48' 34 �) 80.0 993 70.0 70.0 81.0 61.0. 80.0 115.0 24' 30' 36' 42' 45' _ 84 m 80.0 993 70.0 70.0 81.0 61.0 80.0 115.0 78.8 78.6 70.0 70.0 815. 91.0 80.0 115.0 60.0 893 70.0 70.0 61.0 81.0 80.0 115.0 E"•' � HVMi1 F� FLL P6 / 1865'7 CAN. 36.78 NOV 2, Mt' - - - 61.0 81.0 - - - - - - 81.0 81.0 - - - - - - 61.0 61.0 - - - - - - 61.0 81.0 - - - - - - 61.0 61.0 - - - - - - 61.0 61.0 - - () NO. IN PARENTHESIS M09CA7E NO. OF ANCHORS PER 4A103 () N0 IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB ASTM 01300- 98 (60 SEC. CHART ARE BASED ON ASTM E1300 -025(3 ON SECS. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.2 OF FBC 2004 EDmON. drawing no. W06 -34 (sheet 2 of 7 1/8' ANN. GLASS .015' URETHANE ADHESNE .070' INTERLAYER 'SAF -GLAS' PIX.YCARgoNATE BY 'SECURITY IMPACT GLASS .015' URETHANE ADHESIVE 1/8' ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE '>I' GLASS TYPE 'C' GLASS TYPE GLASS TYPE 'E' GLAZING OPTIONS • ••• • ••.•• • • • • •. • •• ••• • • • • • • • • • IA • • • • • • • • • • • • • • • • • .— •_• • •• • ..• • • • • . . • • • • •�. • • • • • • • • •• • ••. • . • ••' • • .•O •• •S• .. • ..• • • . . • •• •. • • ..' • • • • • . . : • • • • • • ... .. • GLASS TYPE 'F' • PRODUCT REV1Sto ai=rawiW.rc Mak* h tram a 06'AG/I•Oy Uhler 1."9' DR. HUWYOUN FAROOo STRUCTURES Mk CAN. J 'S7 6.> wov % nub 4g O d 8 ec <m drawing no- W06-34, (sheet 3 of 7 • • ••• •••'• • • • •• •• '•• • • • . • • • • ••• 0 • • • • • • • • 0 • • ••• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • ••• • • •• • micwits • SEE ELEVS. f RR earl • •• • • • • • • • • • • • • • • • • • • • • • • 0 • • • ••• •' 0 • SUCK METAL STRUCTURE •0 • • • • MUM —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA S • • • '•• •• • • • • • • • ,wY1' TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH TYPICAL MCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4' TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY &14 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES PRINKET STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) no mar (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Omit 06- o61S!oy jt OR SELF DRI IT cr EWS MM .TbIVn iWtT DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 lr� (NO SHIM SPACE) t11M TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 1/2' MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SIUCONE OR ACRYLIC SEALANT. Emir; OR. HIAMYOUN FAR000 STRICTURES S 35 CAN. 18 0 0 c TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING k 1 FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO *61.0 PSF MAX. � OV`it2 iU drawing no. W06 -34 sheet 4 of 7 ) I/4 MAX. 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING `46Y OR 281' . WOW BUCKS • EXTERIOR D.L OPG. (FIXED) TYPICAL. ANCHORS SEE ELEV. FIR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX 1/4 SHIM • • ••• • •'. •• • • • •• •• 'S • • • • ••• • • • • • • 0•• • • • • • flu • P4jT i • QTY. �a,•,Tg� �ON MATERIAL MANY./SUPPLIER/REMARKS t ;7116769 e 'b iT"x"E i' i * • • • +$083 -TB - 2 X57771 • I ZRAME TU. 4" m* • .' 6063-76 - 2A BA -3608 • 1 SI ME SL (3' F604 . • • 6083-TB - 3 GW -31448 2 FRAME .LIM8 8063 -TB - 4 616 -36708 1 MEETING RILL 6063 -TB - 5 GW 6 5 I •I WENT RALLY 6063 -TB - 6 05 -36730 ' • •1 • $4T �DTIOM RAIL (4" l� • 6063 -TB - BA OW- 37%59. :/ • T 660 WN (3' sats 6063 -T8 - 7 00 -11134 • • 2 . VENT•MI: Wit s -50153-15--- 8 OW -31470 2 VENT STOP ' • 608.3 -16 - 9 19 -86 4/VENT GLAZING BEAD NAT. 6063-15 - 9A TM -123 4/VENT GLARING BEAD 6063 -15 - 10 %8 X 1/Y 12/VENT GLAZING ANGLE SCREWS STEEL PH 515 11 4037 (1) STRIP FIN SEAL WELT ERSTR1P - YTG.RM./FRME SILL 12 2240 (1) STRIP FRI SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP VENT JAMB STILES 14 - 2 1 1 /217 /8 "x3/4 FNSEIW PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK CAST VENT TOP 16A 1M-118A 2/VENT SPRING LOADED F1L7ESS LOCK 6083 -18 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT NT. CORNERS 17 - 2/VENT CALOWIIL SPIRAL BALANCES - AT FRAME JAMBS 18 WVR -9302 2/VENT BALANCE COVER V NTL FRAME HEAD/JAMBS 19 NSA 2/VENT G9MI7WELL BALANCE CLIP - VENT 8017. CORNERS 20 - 2 jl2 x 3/4 P.N. 9M5 STEEL (I) AT EACH BN.ANCE 21 - B j12 x 1" P.H. 845 STEEL FRAME CORNERS 22 - B #10 x 1" P.H. SMS STEEL VENT CORNERS 23 - 4 j8 x 3/4 F.H. SMS STEEL (2) AT EACH LATCH 24 - 4 j8 x 3/8" F.H. $35. STEEL AT EA. PLASTIC GUIDE 25 - 1 IxI 3 /18x3 /4x1 /B' CHANNEL STEEL. AT VENT TOP 26 - 2 1x1 /4 116(.x4 LONG BAR ALUM. (1)AT EA. MTG. RAIL END 27 - 1 1/2xIx1/ 2x1 /8' CHNANEI. STEEL AT MEETING RAIL 28 1M -181 2 FIN TRW FOR JAMBS 8063- -TB - 29 TM -163 1 FN TINT FOR HEAD 6063 -TB - 30 131 -164 1 FIN 11631 FOR SILL 6063 -TB - FRAME " Til FIN OPTION MIAMI -DADE COUNTY APPR.D CUPPED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE LEY. FOR SPACING WON( y, 2006 drawing no. W06 -34 (sheet 5 of 7 • id flu • P4jT i • QTY. �a,•,Tg� �ON MATERIAL MANY./SUPPLIER/REMARKS t ;7116769 e 'b iT"x"E i' i * • • • +$083 -TB - 2 X57771 • I ZRAME TU. 4" m* • .' 6063-76 - 2A BA -3608 • 1 SI ME SL (3' F604 . • • 6083-TB - 3 GW -31448 2 FRAME .LIM8 8063 -TB - 4 616 -36708 1 MEETING RILL 6063 -TB - 5 GW 6 5 I •I WENT RALLY 6063 -TB - 6 05 -36730 ' • •1 • $4T �DTIOM RAIL (4" l� • 6063 -TB - BA OW- 37%59. :/ • T 660 WN (3' sats 6063 -T8 - 7 00 -11134 • • 2 . VENT•MI: Wit s -50153-15--- 8 OW -31470 2 VENT STOP ' • 608.3 -16 - 9 19 -86 4/VENT GLAZING BEAD NAT. 6063-15 - 9A TM -123 4/VENT GLARING BEAD 6063 -15 - 10 %8 X 1/Y 12/VENT GLAZING ANGLE SCREWS STEEL PH 515 11 4037 (1) STRIP FIN SEAL WELT ERSTR1P - YTG.RM./FRME SILL 12 2240 (1) STRIP FRI SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP VENT JAMB STILES 14 - 2 1 1 /217 /8 "x3/4 FNSEIW PAD - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK CAST VENT TOP 16A 1M-118A 2/VENT SPRING LOADED F1L7ESS LOCK 6083 -18 VENT BOTTOM RAIL 16 - 4/VENT VENT GUIDE NYLON VENT NT. CORNERS 17 - 2/VENT CALOWIIL SPIRAL BALANCES - AT FRAME JAMBS 18 WVR -9302 2/VENT BALANCE COVER V NTL FRAME HEAD/JAMBS 19 NSA 2/VENT G9MI7WELL BALANCE CLIP - VENT 8017. CORNERS 20 - 2 jl2 x 3/4 P.N. 9M5 STEEL (I) AT EACH BN.ANCE 21 - B j12 x 1" P.H. 845 STEEL FRAME CORNERS 22 - B #10 x 1" P.H. SMS STEEL VENT CORNERS 23 - 4 j8 x 3/4 F.H. SMS STEEL (2) AT EACH LATCH 24 - 4 j8 x 3/8" F.H. $35. STEEL AT EA. PLASTIC GUIDE 25 - 1 IxI 3 /18x3 /4x1 /B' CHANNEL STEEL. AT VENT TOP 26 - 2 1x1 /4 116(.x4 LONG BAR ALUM. (1)AT EA. MTG. RAIL END 27 - 1 1/2xIx1/ 2x1 /8' CHNANEI. STEEL AT MEETING RAIL 28 1M -181 2 FIN TRW FOR JAMBS 8063- -TB - 29 TM -163 1 FN TINT FOR HEAD 6063 -TB - 30 131 -164 1 FIN 11631 FOR SILL 6063 -TB - FRAME " Til FIN OPTION MIAMI -DADE COUNTY APPR.D CUPPED MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE LEY. FOR SPACING WON( y, 2006 drawing no. W06 -34 (sheet 5 of 7 • • ••• 0•.•• 0 • • • • `• • • ••• • • • • • ••• • • • • • • • • • • • • • • ••• • •, • • ••• • -1A2s� 4 ••• • • �• • •: : .. • • •• • • ••; • • • • • • •r I •• • • • •• • , i ♦•• �•• :•• ••• • • • • • • • • • • • • • S • • • • • • • ••• • • - -- -_ - -.- _- - •1.000 raeo crap ano .s.L x16141"1* ^OGt .per} 1� AI )111 3.042 9384 -� . . • • • 3.719 ••• ,.550 .082 .647 .062 t .082 3.089 I 1.092» 7.06 VENT STOP Q FRAME HEAD .125 J3.188 • • • 1.e25 ,� f t I°'- -3.097 d NAIL FIN (HEAD) 2.375 O FRAME JAMB 1. *.,_622 �� .3.82 D I ® _I 1 000 • 1.8882.788 2.190 L d a -y t 94os O GLAZING BEADS p MTG. RAIL REINFORCINGS 1.375 O FIXED MEETING RAIL 1.000 1.187 � O L. / _. 2.500 NAIL FIN (Ate) 1.375 rt.t88 3.199 1 os2 2.250 zs TOP RAIL REINFORCING u 3.277 13.74 ,062 1.750 898 1.324 2SO0 '-t-1-.- I it .BBB �P962 ,� 1.389 1.000 70 SASH SIDE RAIL 1214 R E ' VENT TOP RAIL ® LATCH LOCK DytrdW D• I `�� Q NAIL FIN (SILL) Wawa Doilmamotamit tidier 2.202 .997 I 3.245 2.202 4.312 .BB4 .062 3.141 , Y .997 3245 3.812 3a3D ° S 3.927 4.347 .062 J.439 2.9.79 3x59 - .092 .062 g m ^ 3$ g . , \ g3 3 �. •--• ii DR. CAR000 STRUCTURES PE 1 16557 G�N.3638 t4p�t 21D0606 �1�5� drc•Ing no. -34 f�ta75 - Q VENT BOTTOM Rats 6A O Fes--- -3.741 O FRAME SILLS O 9he67 6 9f 7 • • • ••. •• •• • •'• ••••• ••. • • • •• • ••• • • • • • • ••• FRAME BOTTOM CORNER PENT TOP CORNER VENT BOTTOM CORNER InOYUCf ■FV{9ib rpepyigwlrirlrllr �d�•titlt t 1nypirdip WNW Eitg' OR. Ham(( FAR000 10V % /Mb 1 drawing no. W06 -34 (sheet 7 of 7 )