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WS-09-1727 y � Miami Shores Village $h> . . CA 10050 N.E. 2nd Avenue ` y' Miami Shores, FL 3313 &0000 = Peter titer AP'??D � Phone: (305)795 -2204 ;oRiaf' Ex ration 0412412010 10 p. Project Address Parcel Number Applicant 1254 100 Street 1132050090040 JESUS DUCASSI 4 Miami Shores, FL Block: Lot. Owner Information Address Phone Cell JESUS DUCASSI 1254 NE 100 ST MIAMI SHORES FL 33138 -2604 Contractor(s) Phone Cell Phone Valuation: $ 10,000.00 SECURE WINDOWS & DOORS 305 -513 -0705 Total Sq Feet: Type of Work: WINDOWS For inspections please call: No of Openings: 11 (306)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspecti Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CC F $2.00 Edu cation Surcharge $2,Op WS-10-09 -36194 $ 241.53 $ 191.53 Education Permit Fee $210.00 WS -10 -09 -36194 $ 241.53 $ 241.53 $ 0.00 Scanning Fee $0.00 Check #: 4416 Scanning Fee $18.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee Total: $241.53 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated October 27, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy October 27, 2009 1 Miami Shores Village T , � I OU - V Building Department 2 0 2009 g p B Y: 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. � i -'02i PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Rooflnz Owner's Name (Fee Simple Titleholder) DO CA S r Phone # - O l Owner's Address 1 -54 N G 100 s T. City, t\A r A'M-' State L zip �? N 3 2, TcnandLessw Name - -- ___- phone # Job Address (where the work rs being done) 1 2-54 C= 1 W cS T City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �C-CV-1r-- - V I"' Pho i® Contractor's Address - 3 - 6 5 - S Kral 4 G city M , +-N--L state EL zip 3 31 G �P Qualifier Name - C 6 M Phone # ` Q 6 l a State Certificate or Registration No. Certificate of Competency No. CC 03 13 063 . 22 ArchitecVEngineer's Name (if applicable) Phone # Value of Work For this Permit $ Square Linear Footage Of Work: i Type of Work: ❑Addition ❑Alteration [- Repair/Replace ❑ Demolition Describe Work: Submittal Fee $ Permit Fee $ o � OO CCF $ CO /CC Notary $ Training/Education Fee $ OI'tiJ( Technology Fee $ ' Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 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. oo Signat tintrument Signature er or Agent Con tr r ao ®eateao�osaAaa The foas acknowled before me this The fore of i wled re me this ��c� o ° 11 day of , by 1 day of ®� °`�� ° �i , who is personally known tom D 6 @991D61!!/ 2 0 ' 9 Pe y � �6►ced who is person�ly l:n to me°oY'vgl produced �A pm.°as ®• vew �r As i � take an oath. asj�¢atiok-* who did take an oath. .. .� ��, m�,e NOTARY LIC• s �G `�� '� o NOTA ' #,D 144, Sign: a Sign: Print: 00 AT 0® Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY� �� - Plans Examiner Engineer Zoning (Revised 07/10(07) A RECORDED COPY MUST BE POSTED ON THE JOB SITfATTIME OF FIRST MSPECTiON C N 2 0 01 1 5� 1 1 7 Z CA 7 1 5 13 3 PERMIT, NO. TAX FOLIO NO. 11-3205-009-0040 OR 9k 270 Pg 2835; kf1ps) <_ 1 RECORDED 11_1,021200, 12.19-'4/ STATE OF FLORIDA: HF4RVEY RUVINP CLERK OF ICIOURT r1l'AMI-DADC "OUNTIP FLORTDI COUNTY OF MIAMI-DADE: LAST I 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. 1. Legal description of property and street/address: 1254 NE 100 ST MIAMI SHORES FL 33138 2. Description of improvement: IMPAC1_ WINDOWS & DOORS INSTALLATION 3. Owner(s) name and address: JESUS DUCASSI 1254 NE 100 ST MIAMI SHORES FL 33138 OWNER Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: SECURE WINDOWS & DOORS 18.5.5 NW 46 S 1, MIAMI, FL 33 166 _3 eR!E* 6Ev N S. Surety: (Payment bond required by owner from contractor, if Name and address: cl. �' Amount of bond N-0 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whi m_ notices 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) • L Sign re of Owner Print Owner's Name Prepared by JACOB G Sworn to and subscribed before me this day of 7855 NW 46 ST ress: Notary Public MIAMI, FL Print Notary's Name N7 33166 MY commission expires: 123-01 PAGE 4 V06 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITfAT TIME OF FIRST INSPECTION C =I` N 2i— B PERMIT NO TAX FOLIO NO, 11- 3205 -009 -0040 OR Bk 27034 Ps 2835; ( Ips ) .� RE 10/02/009 12 :19 :47 STATE OF FLORIDA: HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA COUNTY OF MIAMI -DADE: LAST PAGE 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. 1. Legal description of property and street/address: 1254 NE 100 ST MIAMI.SHORES FL 33138 2. Description of improvement: INST ALLATION 3. Owner(s) name and address: JESUS DUCASSI 1254 NE 100 ST MIAMI SHORES FL 33138 Interest in property: OWNER Name and address of fee simple titleholder: 4. Contractor's name and address: SECURE WINDOWS & DOORS MIAMI 7855 NW 4b S 1, FL 33166 5. Surety; (Payment bond required by owner from contractor, if ar4,REBY GORTi! Y that ibis is : de the f! �Fi i9$ Lr Name and address: ,. Amount of bond p , .7 - t Sy 7 rt e.'. k 'Inand lyd 0 8. Lender's name and address: l �' .�.: � . � `, -�'� d y gpots 7, Persons within the state of Florida designated by Owner upon wh m notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida 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) Sig of Owner Print Owner's Name (J s 11011tsuol. Prepared by JACOB G Swom to and subscrib before me this day of ` ARM r > �•.�,.. .l i) �V T A1. jR reSS: 7855 NW 46 ST °Ad�I Notary P ublic = * • • °' MIAMI, FL Print Notary Name ®� #Q 5 , ,' �r`' 4 33166 My commission expires: .. .. 123.07 -52 PAGEa Sloe MIAMI•DADE MIAMI -DADE COUNTY, FLORIDA ® E A BUILDING CODE COMPLIANCE OFFICE CCO METRO -DADE FLAGLER BUILDING B ) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33'130 -1563 (305) 35� F'•(s 37 7331 "':' NOTICE OF ACCEPTANCE (NOA) www.maiu ov •'�d `ode ; • CGI dears, • • • NW 2SStreet •••ie •••••• Miami, Ff. 33172 � �� • • • • • SCOPE: �� • 4 �" f • This NOA is being issued under the applicable rules and regulations governing th to `' ion materials. The documentation submitted has been reviewed by Miami -Dade Count o 1 0 . • • • • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mi. ''Dade CoAaV#&;d ; 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 Countp•Pfoduct 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. I)M ION: Series 238 Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by 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. MISUL WACT RAVING: Large aid Small MissfieJapedi4 ' LABELING: Each unit shall bear a permanent label with the manufactur&s n*ne 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, This NOA revises and renews NOA # 08- 0915.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. rtiAMa�oE couNrr N4JA 10 R •1!a + s, , ..., , � Expiratio Appmal Date; Dermaw lj6, CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections, • • • • ...... 2. Drawing No. W98 -100, titled "Series -23 8 Aluminum Casement-'# i ow, sheets 1, :9066: 1. 1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E d4f& 09/25/08 • • • ared • • • • • by Al- Farooq Corporation, signed and sealed by Humayoun Faroq * V E. ... 000" B. TESTS • 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • ; , • . • • • • • 2) Uniform Static Air Pressure Test, Loading per WeTAS 2.02 -194 • 3) Water Resistance Test, per FBC, TAS 202 -94 • • • • 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080 - 0301 -07, dated 09/21/07 for specimen A & B and HTL- 0080 -0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI- 074298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA# 01- 1002.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL -0080- 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1002.03) Manuel Pere Product Control xamine NOA No. 0 - . 2 Expiration Date: October 2b, 2013 Approval Date: December 11, 2008 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. . • . . • 2) Cyclic Wind Pressure Loading, per PA 203 -94." • • • .... ...... along with installation diagram of alum. fixed, casement and prgji� Aut windows, :9000: prepared by Hurricane Test Laboratory, Inc. Test Report No. HTi,- 080 - 039906. ' dated 03106196, signed and sealed by Timothy S. Marshall, P.E. • • • • (For reference only). (Submitted under previous NOA# 06 -082V. ov • ...... C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complyiJig With FBC - 1004 • • • • and 2007, prepared by Al- Farooq Corporation, dated 08/23/08, sighted and steely J y • Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0080 - 0301 -07 and HTL- 0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. k"Manueere Product Control E miner NOA No. 08- Expiration Date: October 26, 2013 Approval Date: December 11, 2008 E -2 GrNEF3A? WINDOW SECTIONS V c� FLANGE FR.AMF. WINDOW WID °uo VENT WIDTH a t - -- WW -2' C m D.L OPG. T 7 WW -Y 8 � 6' O \i+J HEAD /SILL �T CORNERS LJ CAM LOCKS y O 9 2 LOCK POINTS 1^I t+ 0 ALL SIZES D �11T IMPACT WINDOWS ONLY jx , 8 8 ° I 1y�N g 1 o I O V. %�� I Q W ei +I--- r 4f- = -= SURFACE APPLIED �- FALSE MUNTINS O OPTIONAL 6 a°1i It I II \ c m FOR GLASS TYPES, REFER TO p SHEETS 3 AND 4. O w 7 Z 3 D.L. Om D.L. OPG. 2 112" `' Q T' VENT WIDTH VENT WIDTH T' -v v B � ~n WINDOW YADTH j WINDOW WIDTH 24' MAX. TIP. � # c,';; n EXTERIOR i MAXIM MULTI POINT LOCK AT HEAD /SILL O O 3 9 BY 'TRUTH' ALT. To CAM LOCKS TYPICAL ELEVATION I 3 p M+UI. WDW. LOCK O o I HEIGHT POINTS (RANGE FRAME) (j O Or 42" 2 63 ' 3 v x� I 84" 4 i D t t FOR MULLION /MULTIPLE UNITS, REFER TO i 3 SEPARA CGI MULLI 2 L�.IU u A�6 7 ' NOTES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. w INSTRUCTIONS: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTER ARE NOT REQUIRED. ° ° o d S S USE CHAIRS AS FOLLOWS. _ �_ REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDIPM ?� -' HIGH VELOCITY HURRICANE ZONE (WHZ). • • • • • • • • -� + -� c < m n w STEP 1 ON WIND VELOCITY. BLDG DESIGN WIND LOAD REOUIR ZO NE BASED WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • • ON WINO . STAND . WIN O ZO • • USING APPUCABI,E AscE 7 ARO. LOADS TO THE STRUCTURE. • e • • • � • � • V; DR. AYOUN bY1CT RSVI$ED • • 2 ,,S'jEP 2 SEE CHAIRS ON SHEETS 3 AND 4 FOR DESIGN LOAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS - iC • CAPACITY OF DESIRED GLASS SZE/TYPE. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PE 1'i15f ��IFb''AB -1116 ft f t CAM. 3538IIdEe$ Code, STEP USING CHART ON SHEET a SELECT ANCHOR OPTION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Amepptase No Z WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ARE NOT PART OF THIS APPROVAL. ICAffaA Date 8 is IN STEP 1 ABOVE. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • drawin SEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON •, A( �� 9 nO• SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL. /METAL SCREWS, THAT COME INTO • • •' -• DF991 , '• P °"ll"el 1Y98_ D0. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • • • • • • • • • s • SHALL APPLY TO ENTIRE SYSTEM. OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003 -8.4. • • • • • • • • • • sheet 1 of 7 • • • *00 • • • SNUBBER O W FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. r... , NITS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS •„•••,u�, R�V4S {� e • 42' 63' 2 3 Re• N p�'�i 84 4 WINDOW WIDTH 0 VENT WIDTH ^ i WW -I I /2. •„•••,u�, R�V4S {� e • �I • Q'I D.L. OPG. Re• N p�'�i a " I � A 6' MAX. HEAD/S ILL LL o CORNERS �� ,..-. � d rawi n �9 A N�� li m I ! g Q X ill II p (� is ' 3 q ZM SURFACE ApPUED -_ � TI I \ 7y II FALSE MUNTINS OPTIONAL 3 II \ II 2 \ 8 X0 B ( 24 MAX. TYP. o LL m AT HEAD III A Z t N o TYPICAL ELEVATION y N n (EQUAL LEG FRAME) M m 0 3 N N ZZJ 5 ° o - w • • • ••• • • so ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • EXTERIOR ^ Engr: DR;- MAYO i AR' STIRICYURES •„•••,u�, R�V4S {� e • \ /` / \- \) Re• N p�'�i 7 j� l +w.`"' toa,�eeds Ith9lYt l(YoMd� a " ,M(i f D at e st • • a ,..-. � d rawi n �9 eet I. • • • ••• • • so ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • ••• • • EXTERIOR 2.625 2 5 / 8 " 2A73 L757 V v 766 �� o F 1 ' 5 5 1.000 1,307 A90 TYP. m ... ,.. �. 1.8175^ 2.625 I a 2215 2.485 }_ -11JI 1.439 a °, i .080 TYP. U 1.222 0 13 CORNER KEY CORNER KEY .060 THICK ST. STEEL ,062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) Q1 } 0a 2.075 L757 0 a m I 768 .090 TYP. 4 m J Z W 1.057 L875 L .720 Ui 2.465 2.715 L438� VENT CORNER .080 o N z L 1624 # n VENT (INSUL LAM. GLASS) L y EQUAL LEG FRAME w d' ALL FR 1.757 Q Q FRAME AND VENT CORNERS BE UI 17'211 PART / QUANT117 DESCRIPTION MATERIAL MAHP. /SOPPUE21RM ARII9 L7 SEALED WITH CE SIIPRIIF OR EOUN. 1 C0-373 4 FLANG FRA ME 5083 -TB INDALEX OR EQUIV. .090 T: Y 1A 05I -397 4 EQUAL LEG FRAME 6083 -T6 INDALEX OR EQUN_ L975 3 H n a T COI-378 4 VENT (5/18" LAM. GLASS) 8083 -TB INDALEX OR EQUIV. N 2B CCI -381 4 VENT (INSUL LAN. C1A55) 6063 -TB INOALrX OR EQUN. I I„ - 1 •720 b M 5 2C CGI -385 4 VENT (7/16" LAM. CLASS) 6063 -TS INDALEX OR EOUN. L_ LL-_JJ 1.438 n c Z i n 3 COI-375 4 OGEE GLAZING BEAD _ 8063 -T5 INDALDC OR EQUIV. I y I ri 3A CGI-396 4 SQUARE GLAZING BEAD 6063 -T5 INOALEX OR EQUIV. +(— W O 4 - - 4 .060 THIC OWNER KEY ALUMINUM - 1347 --� 5 O ,I 4 5 _ - 8 .060 THICK CORNER KEY --.... Sr. STEEL - 6 AP -425 AS REDO. FRAW WEATHERSTRIPPING SCHLEGEL APTUS VENT (7/16" LAM. GLASS) 7 _ 0200 X190 AS REOD. VENT WEATHERSTRIPPING SCHLEGEL 0 -IAN ,754 8 35 -10-00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) /8 X 3/8' SS SMS y 9 24 -13 -00-20 T/ VENT FACE MOUNT TACK STEM TRUTH, ATTACHED W/ (2) #'8 X 3/8" SMS .383 C 9A - 2/ VENT MULTI POINT LACK 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK ' STEM CGI, ATTACHED W/ (2) 110 X 3/8' SS SMS I 0 g W / 11 23 -20 -00 -101 1 OPERATOR f ND.E STEEL TRLRH, ATTACHED W/ (2) #a X 318" SS SMS b17 L 12 Jf1178 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) (8 % 3/8" 55 SMS 1J - CORNER FRAME AND VENT ASSEMBLY SCREWS _ • CGI -375: OGEE GLAZING STOP 2 5 I / �f0 X 1 -i/4' SS SMS 7E .753 .808 .830 o 13 j n • •• u o� 0 • C(IT 9 S�lAlj s%AZINO STOP Engr. OR H UN • • • • • • o • SiR • i UoDhTREVO%E11 ' lj M N. .7838 7 Affi4'OFAP�aB wNh LA9 F1911db n � FRAME CORNER p • drawing no. • ;�1� =ter .. W98 -100 • • • • • 6neeL 2 of 7 • 1/8" ANN. GLASS 3/18" ANN. GLASS 3/16 HEAT STREN'O GLASS �V o 090 SAFLEX PVB BY 'SOLUT1A' 090 SAFLEX PVB BY 'SOLUTLA' O SAFLEX PV8 13Y 'SOLl1UA' iN�RUYERS .090 V SENTRYGLAS PLUS BY 'OUPONi' A INTERIAYERS -� .090 SE BY 'DUPONT Z n co 1 /8" ANN. GLASS O F 3/16" ANN. GLASS � � 3/76' HEAT STREN'D GLASS H W SILICONE GE -1200 SILICONE s 1 yq ^ SILICONE SOU OPTIONNAL DOW 993 I ! GE -1200 3 GE-I200 ALL G1A55 TYPES :� o DOW 899 ! DOW 993 \ DOW 993 .I YYY... DDW 999 i DOW 999 ( W � 5/41' MMON'AL 7/16" NOMINAL 7/16" NOMINAL 0 8 9LA6S :rtto `E' GLASS TYPE '3' GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUnERS REWIRED NO SNORERS REQUIRED (3 to REFER 10 SHIM 5 TNRU 7 FOR WAUATRIN DL'TAR5 REFER TO SHEETS 5 "U 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS E '9' GLASS TYPE '3' 1 GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' CLASS TYPE '6' - - - ; - � WIDTH HEIGHT EXT. ( +) 1M. ( - E%T. ( +) 1M. ( EXT. ( +) 1M. ( -) WIDTH HEIGHT DR. ( +) 1M. ( -) EM. ( +) 1M. ( -) EX7. (+) 1NT. ZO' 110.0 194.3 11010 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 110. 1 0 z_ 24" 710.0 781.9 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 3 n 28" 110.0 13816 1104 195.0 110.0 195.0 28" 66' 64.2 64.2 110.0 120.0 110.0 120.0 � 30 36• 110.0 129.5 110.0 195.0 110.0 195.0 30" 80.8 00.8 110.0 120.0 110.0 120.0 m 110.0 121.4 110.0 195.0 110.0 195.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 fin{ 38' 107.9 107.9 1104 195.0 110.0 195.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 o 40' 97.1 97.1 110.0 195.0 110.0 1 120.0 24' 56.7 1 56.1 110.0 120.0 110.0 120.0 42 92.5 92.5 110.0 120.0 - - 28' 72" 48.9 48.9 110.0 120.0 110.0 120.0 Z cI ° 20' 110.0 18815 110.0 195.0 110.0 795.0 30' 48.0 46.0 110.0 120.0 1111.0 120.0 .24" 110.0 ice. 710.0 195.0 110.0 195.0 32" 43.6 43.8 110.0 120.0 110.0 120.0 110.8. 118;8 110.0 195.0 11010 195.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 a0 G rn 30" 42, 11 111.0 110.0 195.0 110.0 195.0 24" 78 , 43.8 43.8 110.0 120.0 110.0 120.0 1 O 32• 10411 104.1 110.0 195.0 110.0 120.0 28" 38.1 38.1 110.0 120.0 110.0 120.0 w v 36'.. 92.5 110.0 120.0 110.0 120.0 30' - - 710.0 120.0 - - �iNL 1J 4tr 03.3 83:3 110.0 120.0 110.0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 �� 42" 19.3 79.3 110.0 120.0 - - 24" 54' 34.9 34.9 110.0 120.0 110.0 120.0 ZO 110.0 145.7 110.0 195.0 110.0 _195.0 28" 110.0 120.0 24 110.0 121.4 110.0 195.0 110.0 195.0 19 -1 /B" 110.0 195.0 1104 195.0 110.0 195.0 28' 103.8 104.1 110.0 19510 110.0 120.0 28 -1/2" 110.0 195.0 110.0 195.0 110.0 195.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 37' 26" 110.0 145.4 110.0 195.0 110.0 195.0 c 32" 91.1 91.1 1 110.0 120.0 110.0 1200 1 110.D 128.1 110.0 195.0 110.0 195.0 - 30 80.9 60.9 1104 120.0 110.0 1 S# -118" 1102 Ll . IID.0 195.0 110.0 195.0 _ 40" 72.8 72.6 110.0 120.0 110.0 120.0` 110.5 198.0 110.0 195.0 a 42' 69.4 09.4 110.0 120.0 - ' �'.;_- "- -.i /8• 110.0 194.5 110.0 120.0 20" 110.0 129.5 110.0 195.0 110.0 195.0 42" 86.8 86.8 110.0 120.0 110.0 120.0 NOTE: •• 24" 96.0 107.9 110.0 195.0 110.0 195.0 19 - 1/8" . 1♦, 144,4 195.0 110.0 195.0 GLASS CAPACITIES ON THIS SHEET ARE 28" 88.2 e2s 110.0 120.0 170.0 120.0 -ira" 01 t047 110.0 195.0 110.0 19.90 BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS} ° g e g 30' , 64.4 66.3 110.0 120.0 110.0 120.0 37' " 74.7 74.7 1 TO.O 120.0 110.0 120.0 AND FLORIDA BUILDING COMMIS ION • • • ? g < 64* STMVWEh=f TAQ5 - QECi 49 • 32' 8.9 80.9 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 • • • • • 36' 71.9 71.9 110.0 120.0 110.0 120.0 f9 -t /8' 98.7 704.2 110.0 195.0 110.0 795.0 • • • • • 000 • - s3 40" [1 84.8 110.0 120.0 710.0 120.0 26 -i/2" 63' 74.9 77.9 1100 120.0 110.0 120.0 E" DRL1A N � A, 0A, 0 • • 42 1.7 81.7 110.0 120.0 - - 37" 60.0 60.0 110.0 120.0 110.0 120.0 ILAPE 11N6511 1neDRIP177D9 with Bm FbAb CAN. 3U38 Eplffrde 20" 98.8 112.8 1 10.0 195.0 110.0 195.0 19 -1 /8" 74 -1 / 4" 83.0 83.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26 -1/2' 48.8 46.8 1 t10.0 120.0 110.0 120.0 75� "• 'j.(1 $ 28" 76.7 83.3 110.0 120.0 110.0 120.0 - J F SEA • Fd NOT E: • wing no. 30" 73.2 777 110.5 120.0 110.0 120.0 • • / P LOAD /AREA LIMITS ' 810(7 .2 72.8 110.0 120.0 110.0 IzO.a FOR +170.0, -120.0 PSF = 16.34 SQ. FT. 36" 64.6 64.8 110.0 120.0 110.0 120.0 +110.0, -195.0 PSF 10.00 SO. FT. et 3.1 7 ••• • • • • • • • • 1/8" TEMP, GLASS 1/8" TEMP. GLASS F3 (� 5 AIR SPACE AIR SPACE �^ $ 1/8 ANN. GLASS 1/8" TEMP. GLASS w N + r 090 SAFLEX PV8 BY 'SOLUTW 090 SAF'lE)7 PVB BY 'SOLUTIA' z A ' INTERLAYERS L .075 VANCEVA STORMGLASS BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTU' 0 .090 SENIRYGLAS PLUS BY 'DUPONT' .090 SENTRYGLAS PLUS BY 'DUPONT' z:_ 1/8" ANN. GLASS 1/8" TEMP. GLASS SQUARE BEA ~ Fi h OPTIONAL SILICONE SILICONE ALL GLASS TYPES 0 GE -1200 GE -1200 DOW 995 DDV 995 0 ' DW 899 DOW 899 "�- a V t d o 3/4" INSULATED 3/4" INSULATED 0 81 8 GLASS TYPE '2A' GLASS TYPE '3A' Q PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO S,,flTmS REOUIRM NO 5NUr R'S REOIRRED REFER TO SHEETS S 7HRU 7 FOR 06TAL AMN DETAILS RITM TO SHESS 5 iHRU 7 FOR INSMLtAIM DETAAS a W WwDOM DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WIDTH HEIGHT EXT, ( +) 1M, ( - EXT. ( +) 1NT. ( -) WIDTH HEIGHT EXT. (+) iNT, ( -) EXT. ( +) 11 ( -) 20" 110,0 194.3 t10.O _195.0 20 86.7 86.7 tfo.0 169.0 $ ^� 24' 110.0 161.9 110.0 195.0 24' 73.4 73.4 110.0 120.0 = 28' 11 738.8 110.0 195.0 1 28" 66" 64.2 64.2 110.0 120.0 1... 30 36" 110.0 129.5 _ _1_1010 195.0 30" 60.6 60.6 110.0 118,2 �iT yam+ y 32" 110.0 121.4 110.0 195.0 32' 57.5 57.5 110.0 112.2 Y} 36" 107.9 107,9 110.0 195.0 20' 66.4 66.4 110.0 120.0 �j w, 40' 97.1 97.1 110.0 120.0 24" 58.I 66.1 109.3 109.3 iCn 42' 92.5 92.5 110.0 720,0 28" 72" 48.9 48.9 95.3 95.3 Z N o 20' 110.0 166.5 110.0 195.0 30" 46.0 46.0 89.8 89.8 j N 24' 110.0 138.8 110.0 195.0 32" 43.6 43.6 85.0 65.0 Q n 28" 110.0 118.9 110.0 195.0 20" 52.0 52.0 101.3 10113 10 u �n JO" 42' 110.0 111.0 11010 195.0 24' 78' 43.0 43,8 85.4 85.4 N yt O LL g 32" 104.1 104,1 110,0 120.0 28' 3811 38.1 74,3 74.3 w _O 36" _ 92.5 92.5 17 0.0 120,0 20" 84" 41.5 41.5 80.8 80.8 w 40" 83.3 813 110.D 120.0 24" 34.9 34.9 68.0 68.0 42" 1 1 79.3 79.3 110.0 120.0 19 -1 /6" 110.0 195.0 110,0 195.0 20" 110.0 145.7 110.0 195.0 28-1 /2 26" 110.0 203.0 110.0 195.0 24" 110.0 121.4 110.0 195.0 1 37' 110.0 145.4 110.0 195.0 w 28' 104.1 104.1 110.0 120.0 42" 110.0 128.1 110.0 195.0 30" 48" 97,1 97.1 110.0 120.0 19 -1/8" 110.0 190.6 110.0 1 195.0 J2' 91.1 91.1 1 110.0 120.0 26 -1/2 38 -3/e" 110.0 137.5 110.0 195.0 36" 80.9 80,9 110.0 120.0 37' 98.5 98.5 110.0 120.0 U 40" 72.8 72A 11010 120.0 42" 86.8 86.8 110.0 120.0 • 42" 1 69.4 69.4 110.0 120,0 19 -1/8" 110.0 144.5 110.0 195.0 20" 110.0 129.5 _ 110.0 1 195.0 26 -11/2' 50 -5 /9" 99.7 IO4.3 1 _ 195.0 NOTE: 24' 98.0 107.9 110.0 195.0 37 74.7 74,7 110,0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 28' 924 92.5 110.0 120.0 42' 65.8 65.8 11010 1204 1 BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) ' ° g S = g 30 84.4 86.3 110.0 120.0 19 - 1/8' 95.7 104 1 110.0 195.0 AND FLORIDA BUILDING COMMISSION • • 54' 80.9 8716 110 120A 26 - 1/2" 6J" 74.9 77.9 110.0 120 DECLARATOFq ST44%EN= OSA054DEC-211 32' • • • • • • • • 36" 71.9 71.9 110,0 120.0 37" 80.0 60.0 110.0 117.0 • • • • • • • • • 40' 64.8 64A 110.0 120.0 t9 -1 /B" 7h1/4" 83.0 63.0 110.0 120.0 9n 0 MA 1 • • laoougj RiwisO • iv ST ES 42" 61.7 61.7 110,0 120.0 26 -1/2' 46.8 46.6 90.9 90.9 FlA. N' }38751 CIO I. f 20" 98.8 112.6 110.0 195.0 NOTE; 24 85.8 95.4 110.0 120.0 � [ Date w 2 LOAD /AREA LIMITS 5EP r 2 3 28 76.7 113.3 110.0 120.0 FOR +110.0, -120.0 PSF = 16.34 S0. FT. - Jo' 73.2 77,7 n00 120.0 o +110.0, -195.0 PSF = 10.00 S0. FT. 70.2 72.8 110.0 120,0 W98 - 100 36" 64.8 64.8 110.0 120.0 • • • • • • • 60" • • • • • • • • sheet 4 of 7 • •• • • • •• •• INSTALLATION CONDITIONS FLANGE FRAME (APP FS TO ALL FOUR SID S) U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 4% o TYPICAL ANCHORS SEE ELEV. FOR SPACING p� SEE SHEET 6 FOR OESCRIPnON z pn� TYPICAL ANCHORS TYPICAL ANCHORS 0 1- R SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ?.. w SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL Q a y STRUCTURES IK 0 s 316' U SEALANT I I SEALANT �' n film L2-1/21' N aG .`. 6: 1' MIN ' 1' MINA (6 Z 2 -1/2" AaN. MIN. Q w� E INSTALLATION TYPE '1 WOOD BUCK TYPE 'i' INSTALLATION TYPE '2 WOOD BUCK TYPE '2' c .MAIM PRESSURE TREATED MAYERyAL,: PRESSURE TREATED rhoi TYPICAL INSTALLATION DETAk TYPICAL INSTAL ATION DETAI ATTACHMENT TO Oil ALL FOUR SIDEVUSING WOOD ON F URES FOUR SIDES/U ING OOD METAL STRUCT TYPICAL ANCHORS TYPICAL ANCHORS z SEE 0". FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS z AV 4 SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING (N o SEE SHEET 6 FOR DESCRIPTION QQ i 1 3/8' a0 O 3 M SEALANT SEALANT N 3 L' e� r� 2 AM 2 7/8' V' v. .a 2 iJB" C •,... BUCK INSTNIATION BY OTHERS ° ° ' 'RUCK INSTALLATION BY OTHERS ATTACHMENT TO o 1• MIw. 1' MIN. • APPROVED MULIJONS � INSTAIIATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4! WOOD BUCK TYPE ° g MA1M Idl,: PRESSURE TREATED ,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL M21CAI INSTAL ATION DETAIL • o n o " ON ALL FOUR SIDES/USING WOOD ON All FOUR SIDES/USING WOOD •• g S S o • ALUM CHANNEL • • • • • • • • • • '� 3/4' X 1' X 314" X 1/8' R 1 N F' COf• • • • • • 2 -1/2' LONG 9r U1 � ��DUQ'RE,ftir •• AT ANCHOR LOCATIONS Jrl t&537 sscm Ea8 wK6 Apr M6TIdF CJLN. S38 "NAHM SEp Y 2 200 C 8,40 NO & aeTaa 3 8 • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • • • drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION • • • • • • lRrRs n• e A • • W98- 100 THEM TO THE BUILDING STRUCTURE. I yp LI • • • • • • • • • • • ahe•t 5-f 7 me • • • ••• • • • • INRTAL•L•eTION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDE5) !� FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 O TYPICAL ANCHORS I SEE ELEV. FOR SPACING + ml SEE SHEET 6 FOR DESCRIPTION O + J TYPICAL ANCHORS TYPICAL ANCHORS METAL NRES a o SEE ELEV. FOR SPACING -SEE ELEY. FOR SPACING Q SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION x g >M I . K I . �. z , ,° �� 2 1/9' C I ' +'. z' .. ,d r� 2 1/6' I � N Q f5 ♦ MIN, Q Wf 1. -MIN MIN. 2 -1/2" MIN. 2 -1/2' MIN. + N INSTAIATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2 WOOD BUCK TYPE '2' o .ldATF81AL: PRESSURE TREATED ,MATER : PRESSURE TREATED rL N TYPICAL INSTAL L AMON DETAIL TYPICAL INSTALLATION DETAL ATMHMENT TO O ON ALL FOUR SIDES/lUSING WOOD ON ALL FOUR SIDES/USING WOOD — METAL STRUCTURES TYPICAL ANCHORS' N n ICAL ANCHORS TAL ANCHORS SEE ELEV. FOR SPACING QQ eD n ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 8 FOR DLSCPoPDON Q 3 SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION Z Z'2 'a In # o • S R rEFYPIC 1 1 1 � a N ' ATTACHMENT TO BUCK INSTALLATION BY OTHERS e ° 4 a SUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1' MIN. 1' MIN. INST 1 ATtON T - WOOD BUCK TYPE '3' INS1 TYPE. '4' WOOD BUCK TYPE '4' o '� MATER 1Al: PRESSURE TREATED WATER L: PRESSURE TREATED � ° c TYPICAL INSTALLATION DETAIL IYPICAL INSTALLATION DETAIL • • • • • • • • • ON ALL FOUR SIDES /USING WOOD AN ALL FOUR SIDESIUSING WOOD • • • • • • « : �j Enqr. IR)L1A1 I 1AT 00 PRAO L'T' Y • S1MICNR H •1!t PE r��7 • Fm eUnT(f#yEe6 aiMY1 N�A(� � ' 'Y'SJB � kBpg Caea j` SEP WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • • • • tt�{Iep9edviW drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • • r • • W9S — � OO THEM TO THE BUILDING STRUCTURE. ..._.__.. _. _ ___.__........._._ _ • • • • • • • • • i • sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS U C5 REFER TO SHEET 5 FOR DUALS REFER TO SHEEP 5 FOR DETAILS ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORa 1RT8 SHRAR cup `w WINDOW OD28. AT 17" O.C. AT 10" O,C. AT 17' O.C. AT 10 O.C. WINDOW DIMS. AT 17" D.C. AT 10' O.C. AT 17' O.C. AT 10" O.C. gm WDTH HEIGHT EXT.( +)/04T,( -) EXr( +)1WT.( -) M..( +)/INT.(-) EXT.( +)f9 a -) W10TH HEIGHT M.( +) /INT.( -) EXF.( +) /INT.( -) O j 20" 195.0 195.0 192.0 195.0 19 -1/8" 195.0 195.0 19510 195.0 E" 24" 195.0 195.0 160.0 195.0 26 -1/2" 26" 195.0 195.0 195.0 195.0 28` 192.9 195.0 137.1 182.9 1 37" 195.0 195.0 14317 143.7 �• 36" 180.0 195.0 128.0 170.7 19 -1/8• 195.0 195.0 188.4 195.0 a fSY t3 32" 16a.8 195.0 120.0 160.0 2 itr ti)'�•3J8" "is- 195.0 135.9 181.3 � p 36" 150.0 195.0 106.7 142.2 3A 130k 182.6 97.4 129.8 Q b 't 40" 135.0 180.0 98.0 128.0 19 -1/8" 195.0 195.0 - _ - -_ 190.4 .,.,, 195.0 eee m 42" 128.6 171.4 91.4 121.9 28-1)T 56-51$' 193.2 195.0 137.4 171.7 Q" M 20" 195.0 _195.0 184.8 195.0 37" 138.4 173.0 98.4 123.0 0 h 24' 192.9 195.0 137.1 182.9 19 -1/8" 195.0 195.0 153.0 195.0 E9 N 26' 1 165.3 195.0 117.6 156.7 1 26 -1/2' 63" 155.3 195.0 110.4 193.2 LL 30" 42 „ 154.3 195.0 109.7 146.3_ " 111.2 194.6 79.1 138.4 32` 144.6 182.9 1029 137.1 - �37 74 -tf41950 195.0 182.2 195.0 38" 126.6 171.4 91.4 121.9 -tf2' 184.7 195.0 117.1 187.4 40" 115.7 154.3 82.3 109.7 42" 110.2 146.9 78.4 1043 p C1 N 20" 195.0 195.0 192.0 195.0 z 24' 195.0 195.0 160.0 195.0 3 n 28' 1929 195.0 137.1 171.4 N �+ 30" �, 180.0 195.0 128.0 160.0 Q � p 32' 168.8 195.0 120.0 15010 I TYPICAL ANCHORS: SEE ELEV. FOR SPACING p W 36" 150.0 187.5 108.7 133.3 Q f� I 40` 135.0 168.8 96.0 120.0 1/4" DIA. KWIK -CON It BY 'HILTI (FU -163 KSI, Fy -157 KSI) 42" 128.6 160.7 91.4 114.3 ? N o 1/4" DW. ULTRACON BY 'ELCO' (FU KSI, FY KSI) U) in 20" 199.0 195.0 170.7 195.0 � 24' 195.0 195.0 142.2 195.0 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES p a M m 1 -3/8" MIN. PENETRATION INTO WOOD 00 8 3 28' 171.4 195.0 121.9 182.9 r1 z 2 30` 160.0 195.0 113.0 170.7 THRU IBY BUCKS INTO CONIC. OR MASONRY 32' 150.0 195.0 106.7 1e0.0 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY w c .. 36" 133.3 193.0 94.8 142.2 w 40' 1zo.o 180.0 115.3 1zfi.o DIRECTLY INTO CONC. OR MASONRY v, U ° r 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 114.3 177.4 81.3 121.9 20' 195.0 195.0 153.6 195.0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) , 24' 180.0 195.0 125.0 192.0 INTO MIAMI - DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 28" �, 154.3 195.0 109.7 164.6 INTO METAL STRUCTURES 30" 144.0 195.0 1024 153.6 13 32' 135.0 195.0 98.0 144.0 ANCHORS x/o _ - SHEAR CLIP ANCHORS WTTH SHEAR CLTP STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) a � g 36 120.0 180.0 86.3 126.0 ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 20' 195.0 19510 174.5 195.0 24" 195.0 195.0 145.5 195.0 TYPICAL EDGE DISTANCE S 28' 66" 175.3 195.0 124.7 174.5 INTO CONCRETE AND MASONRY - 2 -1/2" MIN. 30' 1 195.0 116.4 162.9 INTO WOOD STRUCTURE = 1" MIN. a o 32 153.4 195.0 109.1 1527 INTO METAL STRUCTURE = 3/4" MIN. 20" 195.0 19510 160.0 195.0 > S 9a CONCRETE f'c - 3000 PSI MIN. 24" 187.5 195.0 133.3 186.7 ° c < 29' 72' 160.7 195.0 114.3 _ 150.0 MASONRY fro m 1500 091 MNI• • • • • • • • • 30" 150.0 195.0 106.7 149.3 • i i i • • • • • 32" 140.6 195.0 100.0 140.0 E �O57RUCTUtES • • iv Eaolc{nRyllsan` • 20" 195.0 195.0 147.7 195.0 57 • P ( 3 • • �P�J�14r1r0/�lp = 24' 78" 173.1 195.0 123.1 195.0 5'EP 35 k "?tee No 28` 148.4 195.0 105.5 168.8 2 trace • 20 a g o `s 30' 1363 195.0 98.5 1573 • 20' 195.0 195.0 164.6 195.0 • • FJ . ,.•. IepRdk trm drawing nD. 24" 84" 195.0 - _ - 195.0 13711 195.0 •' • • • N • • W98 - 1 28" 165.3 1 195.0 117.6 176.3 • • �, r • i • • • • ` • sheet 6 of 7 I ••• • • • i ••r • • • •+ •• • r 0 •• i• _ PERFORMANCE VALUES PERFORMANCE VALUES 15 OF ALUMINUMI DUCK OF ALUMINUM BUCK ALUMINUM BUCK FRAMIN.9 D TAI L%t ui IN STALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEEIS 3 THRU 6 FOR WIMM CAPACITIES USE LOWER APPLICABLE VALUES m inN0o9 DIMS. EXT. ( +) 1RNDOW 6019. M. ( +) Z n WIDTH NW14T INT. ( - ) WIDTH HEIGHT INT. ( - C M 20' 195.0 19 -1/8" 199.0 24" 195.0 26 - 1/2' 26" 195.0 Q 28" 195.0 3T 195.0 30` W 194.4 19 -1/8" 195.0 IL 32' 182.3 26 - /2 38 -3/8" 195.0 M !ltr0tr-- 36` _1 37` 120.0 v t a 40" 120.0 19 -1/8" 195.0 tWo 42' 120.0 26 -1/2' 50 -5/8" 195.0 I I. I cy j T 20' 186.0 37' 120.0 I I. 1 8 @J h 24" 195.0 19 -1 /8' 195.0 I 1 w • 28" 178.5 28 -1/2" 63` 31 i i 1 ro 30" 42" 166.6 3T 717.0 i i y IL Z 32" 12060 19 -1 /B' 120.0 74 -1/4 I I I Q W L " 36" 120.0 28 -1/2" 90.9 40' 720.0 - ' - 42' 119 114 114 SMS CS p ,Q 3 20' 195.0 AT 6' FROM ENDS AT 6` FROM ENOS 24. 19960 17" D.C. MAX. AT JAMBS 17" O.C. MAR. AT JAMBS 3 n 28' 120.0 24' O.C. MAX. AT HEAD/SILL N 24" O.C. MAX, AT HEAD /SILL N m 30" 120.0 < I w v=i (X ' 32` 120.0 8 36" 120.0 40" 120.0 q� 42" 120.0 o� 20" 195.0 p N M 24" 195.0 ° '4L < A',. 28" 120.0 t I �n 1 /4" OIA. KWIK- CON/ULTRACON 114 SMS N Z Z iJ a 30' 54` 120.0 "�' 1 -1/4" MIN. CONC. EMBED 1 -t/2" MIN. W000 EMBED w _o 32° 120.0 AT 6" FROM ENDS AND AT 6" FROM ENDS AND (� 36' __ 120.0 � 1/2" MI__ N ( 77" O.C. MAX. AT JAM85 17" O.C. MAX. AT JAMBS U �m 40" 120.0 EDGE DIST. 24' O.C. MAX. AT HEAD/SILL 1" MIN. 24' O.C. MAX, AT HEAD /SILL 42" 120.0 20' 195.0 INSTALLATION TYPE '5' INNSjA,LATION TYPE '6' 24' 120.0 26Y WOOD BUCK OR WOOD STRUCTURES 120.0 a 30" 120.0 3z' 120.0 TYPICAL INSTALLATION DETAIL g 36" 120.0 ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM 20" 169.0 24' r0.0 28" 88` 0.0 -2.500 70" 8.2 W.125 .8� .085 22 .0 tl1 o 0 Gee 20" 120.0 • • • • • • • • • • • • - 24" 10 .5 1.125 • • • • • • • • • 28" 72' 95.3 • PR�DULFIEVII�Ii • • 30" 88.6, 32" 85.0 .903 M PE • •a�b4s6�t i1h1Se1P kdin _ za" 78 10 . ALUMINUM BUCK OPTIONAL COVE A fl47 28' 74.3 083 -76 6063 -T6 5E 6 - • 1. BOA • • x no. 24" 65 • • • • 00 • • • • • *00 • • sheet 7 of 7 • • • of • • • MIAMd�iADE MIAMI -DADE COUNTY, FLORIDA i METRO DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade s=ov/bu dtu Vode 0000.. CGI Windows & Doors • • • • • • • 10100 NW 25 Street 606VO • "' • • • • • • 0000.. Miami, FL 33172 ...... 0000 0000 . SCOPE: ' 0 • • • 000 0000 0000. This NOA is being issued under the applicable rules and regulations governing the we Of 9p qjV 0 • materials. The documentation submitted has been reviewed by Miami -Dade County hUudt Control • .: .. Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and 0 . 0 other areas where allowed by the Authority Having Jurisdiction (AHJ). 0 0 6466 00 0000 This NOA shall not be valid after the expiration date stated below. The Mian iD#d% CO' tyOFroduet 0 Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miam! Dadt Cou0ty) T%erve the right to have this product or material tested for quality assurance purposes. If this product dMAterial fails to perfonn 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 360 Aluminum Single Hung Window —L M.I. APPROVAL DOCTJMENT: Drawing No. X4'05 -04, titled "Aluminum Single Hung Window (L.M.I.) ", sheets 1, 1A, 2,2A, 3, 3A, 4,4A and 5 through 10 of 10, dated 01128/05 with revision C dated 11/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, F.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 shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0715.15 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 1208.06 marine Co Expiration Date: May 05, 2010 ,0000 � Approval Date: February 11, 2009 Page 1 S COI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED :I A. DRAWINGS • 1 1. Manufacturer's die drawings and sections. ' • • • ; • f 2. Drawing No W05 -04 titled "Aluminum Single Hung Window QAI)" SiMs'1 T 1A, 2,2A, 3, 3A, 4,4A and 5 through 10 of 10, dated 01128 /05. .wvision C.dated ( 11/12/08, prepared by Al- Farooq Corporation, signed and sealed by•hlumayouu Farooq, ; • • • • t P.B. .... .... ..... ...... ... . ..... .... .. ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 ; * 000 ; 2) Uniform Static Air Pressure Test, Loading per FBC, TAS .Z02 94 . F 3) Water Resistance Test, per FBC, TAS 202 -94 • • ; • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 ' • " t 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 F along with marked -up drawings and installation diagram of aluminum single hung T windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. BTL- 0080 - 0402 -08, specimens 1, 2,3 & 4 dated 04/03/08 - 07/22/08, signed and e sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080 - 0323 -04, specimens 1, 2, 3, 4, 5, 6, 7, & 9 dated 03129 - 4/2/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #05- 0215.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 11/25/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel Pqez, P.E. Product Contro xaminer NOA No. 08- 1208.06 Expiration Date: May 05, 2010 Approval Date: February 11, 2009 E -i CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS ...: Inc. 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont Dd�leufQurs 8; Co., • • • • • • for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring o �0 f/14/1 2* • • • • 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for #boil: `Vancev# • Composites Glass Interlayer" dated 07/17/08, expiring on 12/1 iA1.3. see* :* 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia, Inc. for-then "Saflea $P so Y expirin •••••• ••• •• :•• Glass interla er dated 04/17108 ex irin on 04114113. .. ...... F. STATEMENTS *000 ... • .. 1. Statement letter of conformance, dated November 25, 2008, siWed and sealtd by • • • • • Humayoun Farooq, P.E. • • : • • • • • 2. Statement letter of no financial interest, dated November 25, 2008, signed antiomled by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 0"715.15, issued to CGI Windows & Doors for their Series 360 Aluminum Single Hung Window — L.M.I., approved on 09/04/08 and expiring on 05/05/10. Manuel Per Ceir Product Control NOA No. 08- 1208.06 Expiration Date: May 05, 2010 Approval Date: February 11, 2009 E -2 r I ' NT FOR GLASS TYPES 1 & 2.I �V . Gene Winccro Sec FRAME AND VET DT SEE S 3 & 4 FOR CAPACI 11 ID of 1/2" (tya. fonge) - 1 T/ 1B • ,v 1s Z � I� 60 — �i IC ti Q R o a; r - _ T `I Crore6,a suss Hale' ; i is IJUu J I �� o InstO.lation Screws ( O ° 1 609 4 — -- (Refer to sneets . 19_ .ty -- -. 5, 6 & 7 for Q rt 18 h So cina lnformaticn) W L I 4 Window Width d g Q o 609 is e x t e r l a r 6w a 6 + Q W N Q I I Y J B max j . nax, w 2 1 21 Daylight Daylight `J • W c (trv) I NO 3 g/16' O png. Opng. 3 9/16" H '4 o . .. _.._ 0 si a 4 sEE sNEErs 3 a . Fdt asss OPnous Window Width Window Width 'o E ^ �� (tlp(tenep Surface Applied r - INSTRUCTIONS FOR USING CAPACITY CHAM: Munonal Ito 1. STEP 1 DETERMINE THE REOUIREU DESIGN PRESSURES FOR Z I A GNEN WINDOW OPENING. d, i� 3 LJ r 0 - .>� DETERMINE THE CAPACITY OF THE WINDOW .9 - SIZE/CONFIGUMTON /GLASS TYPE FROM CHARTS ON nO SHEETS 3 AND 4. U 3 N v 2 1 STEP 3 DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 CS__ N.tVrv- FOfl SINGLE OPENINGS. APPLICABLE TO ANCHORS TYPE z Y c A. B OR C SHOWN ON SHEETS S AND 6. in STEP 3 ° � 4 INSTAALLATION CAPACITY FROM SHEET VER IFY THE BUCK O I STEP FOR UNCUPPEO MULLED WINDOWS DETERMINE MUUJON /MULLION ANCHORS CAPACITY FOR 1 0 TURF MULLION FROM CHARTS ON SHEET B. I { 1 STEP 8 IF ALUMINUM BUCKS ARE USED DETERMINE BUCK p ANCHORING REOUIREMENTS FROM CHARTS ON SHEET 10. E 1 {Opdgna0 $ 4 rn THE LOWEST SELECTED VALUE APPLY Q THE I NSTALLATION . AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN 3 g (Optional) (Required) PRESSURES OBTAINED FROM STEP 1. Typical .El jvj + Y i! ALL1M[NS1M SINGLE RUNG 1F1N170W5 g c 1 _ APPROVAL APPLIES TO SINGLE UNITS aR SIDE BY SIDE COMBINA11ONS a { _ OF S.14,/S.H. OR SINGLE HUNG WITH OTHER MIAMI -DADE COUNTY I J APPROVED WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. S � LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. _ I 1 6 - - - - -- -- • • • • • • • • _ _ _ - o 22 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH •FIE -- ��-- •• ..... . ".. m g e m u REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLU MNG THESE *RE OU, FOk LAkGE�/15SN.E IMPAC� (operoro;) J HIGH VELOCITY HURRICANE ZONE (HVHZ). • SH ;L1T'' ARE•fJ*T VRfX11REp�• • • I( y I W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRAMgFEp • • �• i T� I i i r 1 I I^ (apti ' onol) LOAOS TO THE STRUCTURE. i i RLK; F P1R1Dl1�.T r1sd$I1 (JZ I FlA PE 16:b7 el eN9 I I i '-"�.,,, �_ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1W6 tMI�C�6L ° I �(')J' �� EMBEDMENT TO BASE MATERML SFULL BE BEYOND WALL DRESSING OR STUCCO. c.A.N. 35.8 I , r ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DJI ILS • • • DAIU O ARE NOT PART OF THIS APPROVAL. _ A ' LOAD DURAPON INCREASE IS USED IN DESIGN OF MOORS INTO WW:4 ONLY St 12 P S i l Opticnal 15 PSF Wcter B Adcp'.c • • p g no. _ - -- .- -- --- ._.......... .. .. _— © MATERIALS BUT NOT LIMBED i0 STEEI /METAL SCREWS, THAT��NfO t� • + Can rot he used with lock type CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE RE - + TS • • • OF 2004 /2007 FLORIDA BLDG. CODE SECDON 200J.8.4. Of FRAME AND VENT DETAILS FOR GLASS 'TYPES 3, 3A, 4 AND 4A.! �U IIIc�: SEE SHEETS 3A & 4A FOR CAPACITIES. j 3 OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE mi O O C TYPES. j Z h 81 C 17 1 6 I 12 'S Q a pai L.SUVLJ 62 `— U cPeronia Sasn Selo. Installation Screws i t (Refer to sheets c 4 9 5, 6& 7 for 0 N spacing informat'on) V Window Width a Q 4 � G 602 e u t e r I a r max. max. LL ` T Z • 1 2 I 21 Daylight nn c ° o - 4 Set VEFTS 3A & 4A FOR GLASS OPMNS Window Width '�— ____..._......... - -- -- -.._... -. Surface Applied J I Uuntin� s (Op ona l) '9 S a o n I �R x Z; � L� 9 Glazing at Insulated Laminated rn rn•c � a Typical Elevation € �� I I � � O 1 6 `/ o " 3 __._I —i R. U • • • • �fy — 97( II c sr , • I f[.0. P6 / t855) ae.car+!p!ylWQyy } }:198C 4MAf e } I II ChN.363!f SS^„YC:w,5�,4f41C n Rascia?0ne? .Q� yy L' ; • • • IDD drawing na. • Star `2 P Si ll Optiona ?5 PSF Water Bar A doo to r f' • >' _ - • . . • W05 -04 C- not be used with !ack type (j) • ( • D✓ � O 3 �QF• • • • • • • sheet 1 A of 10 L y.� ;a o.i 0. 0t a oW„� I 9 a d W y LL h 4 Z 0 Q, 6 i OU Bil; of Materials s _ m ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPIJER REMARKS $ , H I I W2320INC A5 REQD. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB /SCHLEGEL 2 , CGI -612P AS READ. , PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK I a 4 = t9 3 # 146 -4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY it r 4 N/A AS PEW- GLAZtNC GLASS VA RIES ! N 5 N/A _ 1 COMPLETE SCREEN ALUM /MESH ZzL CGI -615C COMBINATION EGRESS LOCK AND LIFT /PULL 1 0 WOWS. 28" WIDE & SMALLER 3 ° _ 6 M CASTING & 616C ATTACHED W /(2) #8 X 5 /8" FH SMS 1 2 A WOWS. OVER 28" WIDE L) A30700 & r OPTIONAL SWEEP LOCK & KEEPER (replaces 1 0 WDWS, 28" WIDE & SMALLER U V 7 C30705 1 OR 2 item 6) ATTACHED W /(4) #8 X 5/8" FH SMS ZINC TRUTH HARDWARE OR EgUIV, 2 0 WOWS. OV 28" WIDE - i 8 18-11-0-100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 0 WDWS, 28" WIDE & SMALLER _ 2 0 WDWS. OVER 28" WIDE 9 CGI 614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING t 10 i VARIES 2 BALANCES (B &T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED e4cDV L ,yc, 1x.CU 8 _ —�—... . _ ..... ._...... _.... _..._ c 11 CGI -617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB n< na palf:. "a abA u 12 CGI -618P 2 VENT STOP PVC PROTOTYPE PLA EXTR USIONS LOCATED AT TOP OF JAMBS fua.v't':....e. va - to 14 1 613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT u ..I--C I -622 __..... _...- /--- --' - - ---_ -. ...._... �� -._. I ..__..._.._.� • 000---0.. . - b{ k• • •• � �& $'�! CUSTOM CASTING 15 CGI -619P 2 TOP GUIDE AT OPERA VENT NYLON Pn iW1-24ftAwr* 16 C &I- - -_ AR T 2 BOTTO CUIDE M CLIP AT OPERABLE VENT - NYLON * M CUSTOM CASTING F " �_ E•ATTACH - -Go • • • • • • • • ��' r I 17 2 CRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL - SALANCES V R • • • • • • 18 N/A i6 VENT ASSEMBLY SCREWS 5/S VARIES _ #10 X 1 1/4 PH SMS (a PER QPRNER) • eo n . x 1•r rA 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4" PH SMS (2 A CORNED • • •TyUC1uRFS ) I FU. PE / 1855 c 1 C.A .Y. 539 I 20 CGI -382V AS RE00. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VARIES AS REQD. STUCTURAL SILICONE SILICONE 3 SILICONES OE -1200, G E-2000 06 t DO% 995 COMBINATION EGRESS WS LOCK & LIFT PULL CUSTOM CASTING 1 0 WOWS. 28: WIDE:& :MALLER • • • • • drawing n0. l 22 CGI -532 1 OR 2 / ZINC • • • • ATTACHED W /(2) {�8 X 5/ ' 8" FH SMS (FOR USE WITH WATERBAR) 2 0 WDWS. 0 R 8 "•WIDE • DEC 0: l W05-04 • • • • • • • • sheet 2 of Ip • •• •• • • • •• •• I 1597 - - - - - - - d h •I v I a S * g o I � W ryq < N .C8C( J- JLL (lam tJ 0 n bOC -Frame Necd 601 -Fra e Sig 6c2 -Frcme Jambi V a 5063 -T6 6063 -T8 6063 -T6 w o aw VENT SHAPES FOR GLASS TYPE 1 & m'a Q L! 1 a — l.SZO --- d: .095 _ 918 �- -- -- — —� t� I � I uen F--7 �� o ' ?- i 1.701 —� —� L 77R ; v .632 604- riariz. Rail 605 -Fixed Int!ck. 609 -G1z f3edd 3 06 -Movie lntick 607 -Side Rnil g � m^ 6063 -T8 � - + 6063 -76 � rnh., 9 1 EC63 - -8 6 - � O a � r9 2126 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 4A G 1.328 - -y — 1.326— .087 2.507 2.507 2.010 .1tlb - r-,266 1 1.632 080 i 7.134 1.326 � .082 .3' — _ _... ._ .940 C. 1 L._ 902 � —t .070- .850 -^I � .957 L Bead 0 -Glzg. Bead 625- hloriz. Rall 696 -Fixed lntick. 627 -Movie lntick 628 -Side Flail 6063 -T6 60e3 -T6 _fi0fi3 -T6 6067 -T8 6063, -T6 For 01nee Types 4 & 4A' I F,. , Grass Types 3 k 3A o .135 .325 ° I i —i 1.94 0 H U '^ 7.155 • • • • • • ♦ • • ' .075 E OR. NU 'r • • • • I� II �• ♦/'INUUPES • • f'7i393r."1' _ ;� �._ I �C N #9367 'A>r cngr"y!'Sg wIGbBC6C•awwm r .! r L �e9s11� �s i� II A6 39. .375.I� , • • •`� • • O �__�.!� °:..`fi • �. ♦./° • � � drnwing no. 611- Waterbar 631- Wcterbar • • • •• 6063 -TS 6063 -T6 .� • •�CL d 3 1VUU 171!6 R,0 �rrx�ee • W05 -04 • • ♦ • • sheetZA ot1 • • • • • • • • • • ego 0 i v. 1/8" Ann. Gloss 1/8" HS Glass i _ � 01 .090 Sentrygloss Plus or Voncev o .090 Seatryglass Plus o- _ Z g .075 or .ass or Su est C r m i. .075 Vanceva or .075 V 075 Starmgl anceva o- pp lemental Results `or: 2 L", 100 Sclutia C0 So'utin Air rfiltrat'on - Water Leekcge Resistance - Forced Entry t. w ,j Saflex HP PVB SaVex HP PVi3 ¢ s: lest Type find Method Results in I 1/8" Ann. Gloss 35 1/8" HS Glass _ _ _ O L > Arc Infiltration Test (ASTM-E283) � o f Silicone ° Silkcne - GE -120C Gn -17CO ® 1.57 psf pressure differential PASSED ( .044 C.F, / Min / Sq F:) C h GE - 2000 �� GE -2000 0 6.24 psf pressure differential PASSED ( .076 C.F. / Min / Sq Ft) W m g I 70W -995 ! g DOW -995 w m Water ceakage Test (ASTM -F331) No eakage allowed a F O Gloss Type "1 " Glass Type "2" without wcterbar adaptor PASSED 0 12.0 PSF Q O with waterbor adaptor PASSED ® 15.0 PSF Q 5/76" Nominal Glass 5/16" Nominal Glass AnraD'ed /Annealed HS /H5 Forced Entry Resistance test PASSED (ASTM =588 & Grade 10) lu EQUAL LPPES WINDOWS EQUAL LITES WINDOWS EQUAL LITES WINDOWS J DESIGN LOAD CAPACITY - PSF DESIGN tOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP ... Width 3 I 11)NDOW DIMS. GLASS TYPE '1' CIASS TYPE '2' WINDOW DIMS. CLASS TYPE 't' GLASS ME V WINDOW DIMS. GLASS TYPE 'I' GLASS TYPE '2' WIDTH HEIGHT EXt( +) I 1NT.( -) EXT.( +) 1NE( -) WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.(+) mm -) WIDTH HEIC14T M.( +) 1NT.( -) EXT.( +) 11 NT.( -) I r a j 24" 100.0 1 210.0 100,0 1 210.0 24` 100.0 161.9 100.0 2f0t 19 -1/8 100.0 210.0 100 -0 210.0 C71 f] 4I 30" 11a0 216.0 100.0 210.0 1` 100.0 tt6,8 foo,o 120.0 26 -t /2", 2e 10010 21010 1=6 210.0 J . 32" 100.0 210.0 100.0 210.0 32` 100.0 111,9 100.0 720.0 37" i 100.0 210tl 100.0 210.0 X 38' 100.0 180.0 100.0 210.0 36" B6" 100.0 101.5 100.0 120.0 53-1/8 -- 100.0 1711 100.0 210.0 Tr- 42" 100.0 144.0 100.0 210.0 42 85.4 85.4 100.0 120.0 19 -1 B' 100.0 210.0 100.0 210.0 0 .0 - $ z / 48" 100.0 120.0 IGOO 200.0 48` 76.2 76.2 100.0 120.0 28 -tf2` 38-3/8- 100.0 210.0 100.0 210.0 N O = '�I �. S. r 54" 1GO.0 102-9 100.0 171.4 54" 68.9 68.9 100.0 120.0 37" 100.0 197.2 100.0 210.0 24" 1Gom 210.0 IOOA 2f0t 24' - 100A_ 14 2.4_ 100.0 210.0 53 -1 /8" 100.0 124.7 100.0 200.9 S v 30" 100.0 1 199.7 100.0 2_10.0 30" 100.0 102,2 100.0 120.0 19 -1/8" 100.0 210.0 100.0 210,0 '<' U o 2 32" 00' "100.0 190.3 100.0 210.0 32" 94.9 94.9 700.0 120.0 26 -7/2" 5v 100:0 210.0 100.0 210.0 106 _ ._._......._.. - -- -Dfa- - - ... . .__._ E ual Lite Window 38" 100.0 1 64.3 100.0 210.0 36" 95.9 85.9 100,0 120.0 37 100.0 168.3.. 100.0 210 _ q 42` 100._0 128:6 100.0 21 42' 75,3 75,3 100,0 120.0 83 -1/8" 100.0 101.2 100.0 168J 40" 100,0 104.7 100.0 120.0 48" 68.6 08 210.0 210.0 207.5 .6 10 120.0 19 -1/8 100.0 100.0 54" 88.6 88.6 100.0 020.0 24" 100.0 120.0 loot 00, 120.0 26 -1/2" 100.0 100.0 210.0 8 24" 100.0 201.1 100.0 V0.0 31 90.7 90.7 1000 126.0 37" 63" 100:0 194.9 100.0 210.0 a $ 30 100.0 162.1 100.0 2_10.6 32" 120" 83.8 83.6 1000 126.0 53 -1/8' 88,1 881 100.0 12GO 32" 100.0 1.7 100.0 210.0 38" _7 75 _1000 120.0 19 -1 /8" 1000 210.0 100.0 21 �I° O PRODUCT NE6'}SkD g 2. 36" 72' 100.0150.7 100.0 210.0 42` 66,4 68,4 100.0 120.0 26 -1/2' 100.0 181.5 100.0 210.0 pe•eplylrg5 a1ih 9Nr lluidr 1. 100.0 1200 100,0 120.0 37` 72» 1001 146.8 WOO 210.0 48" 90.0 960 100.0 120.0 53-1 /8 "i 82,0 82.0 100.0 1T0'0 f�+yir.16k1e Putt 1(,S c al,j se 80,0 80.0 100.0 120.0 19 -1/8` r .0 21 71 4 100.0 210 .6 o N = 24" 1000 179.1 100,0 210.0 20 -1/2• 70" .0 1. 100.0 _210,0 • • • • • • • •i e m u 30" 100.0 ! 143.4 100.0 210,0 37" 0.0 136.8 210.0 • • • • • • • - - � 32" 100.0 135.3 100.0 / _ 210.0 53 -1 8" .0 80. 0 100.0 120.0 • • • • • • • • �- 1 r 1 • •• • • • ••• • I I 84' 100.0 120.0_ 100,0 120.0 • • • • • • 9+ R N rAH000 I • • • • • • • • • 5119.M."1UHE5 4T" 100.0 106.1 100.0 120.0 n.t PE / 16557 1 1 I . o 48" 85.6 8516 100.0 120.0 CAM. 3936 , All values shown are Desig" PSF (wounds per Square Foot) 54 41 Ik " 74.8 74.8 100.0 120.0 J I g i NOTEt VALUES FOR EXTERIOR LCADS(+) SHOWNP 6RE • • • • • • GLASS CAPACITIES ON THIS SHEET ARE FOR SILL WIT14 WATERSAR ADAPTER • • • • • • r draw Mg no. BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) FOR WINDOWS 'WITHOUT WATERBAR AD 1 • • • • • • • AND FLORIDA BUILDING COMMISSION L!M:T EXTERIOR( +) LOADS TO fl0.0 PS � • • • E� O�� Z�V 1 00 -0 4 DECLARATORY STATEMENT OCAOS DEC - 219 • • • • • • • • r sheet 3 of ••• • • • • ••• • • .0/5 Var,.evo Storm or .075 Vancavo Storm or (� I NOTE 31': 6" HS 090 Sentryglass Plus or 3/' 6 ANN- A90 Sentryglass Plus GLASS CAPACITIES ON THIS SHEET ARE I .100 Saflex -1P .10.0 So`lex HP AND FLORIDA BU I COMMISSION GUSTS) I 3/16" 1-S 3/16" ANN z m' DECLAkATORY STATEMENT DCAOS -DEC -219 0 1- "xe O I 1 1 :vim �' o o' EQUAL LITES WINDOWS O DESIGN LOAD CAPACITY - PSF Silicrne Sinone d Fu ' GE- 12DG GE -1200 OC ° WINDOW DIMS. GLASS TYPE '3' LASS TYPE '3A' GLASS TYPE '4' S TYPE '4A' GE - 2CD0 GE 2000 C t DOW - 995 DOW 995 0 WM HEIGHT EX7.(+). I NT.(-) Ca.( +) 11 NT.( -) W,( +) INT.( -) EXT,( +) IW.( -) Glass T "3" Glass Ty "3A" Qr $ M 24" 100.0 2+00 100.0 210.0 100.0 210.0 100.0 2t0.0 y oe _ yp �d<6 J11" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 4T ° 32 100.0 210.0 100,0 210.0 100.0 210,0 100.0 210.0; g 3/8" Air Space N 3/8" Air Space 36` 100.0 2100 100.0 210.0 0 _ 10D.0 210.0 1. 206.2 --� 1 1 IS 1 /8' ANN d • : $ i --- 000.._. .. �._ __. _. _..._.. 41 Too,° 210.0 t�.4 210.0 104.4 010.4 100.0 175.9 .075 Vonceva Storm or ,� .075 Vanaeva Star m or J o m a 48" 100.a 200.0 100.0 200.0 100.0 204.0 100.0 159.6 .090 Sentryglass Plus or .90 Sentryglcss Plus or d w __...- 64" 100.0 171.4 100.0 171.4 100.0 171.4 100.0 139.5 1/8" HS .100 Scflex HP 1/8" ANN .'00 Saflex HP c 24' 100.0 210,0 100.0 ` 210.0 100.0 210.0 i00.0 210.0 30' Dn.D 210.0 100.0 210.0 100.0 210.0 100.0 210.0 if8" HS i/8" ANN N 32" 100:0 210,0 100.0 210.0 100.0 210.0 100,0 . 202.2 -1 36' �" 10 210 100.0 210.0 100.0 ! 210,4 100.0 174.5 42 ' 100.0 210.0 1417,4 210.0 100.0 210.0 100.0 163.0 48" 100.0_ 120.0 100,0 120.0 100.0 120,4 100,0 120.0 Silic ne �� GEc ne z 00 1- � �3 54" 140.0 t2o4 700.0 120.0 140.0 120.e 700.0 108,3 ^E - 2DCC GE - 2000 ch OI 24' 100.0 2100 100.0 210.0 100.0 210.0 100.0 210.0 DOW - 9 95 DOW -995 = In 30' 1000 , 210.0 100.0 210.0 100.0 210.0 140.0 172.2 _G lass Type "4" Gloss Type "4A" 32" 100.0 i 210.0 1DOD 191.2 100.0 21 100.0 178.0 21 � N � N 38" 72' 100.0 210 0 100,0 190.4 100.0 -.0 100.0 1801 ' - -- EQUAL LITES WINDOWS `^ C 42" 100.0 1200 too.o 120.0 100.0 120.0 100.0 120.0 width 48" 100.0 120 0 100.0 120.0 100.0 120:0 100.0 1095 DESIGN TOAD CAPACITY - PSP 54" 100.0 720 0 100.0 120.0 100.0 120.0 90.5 90.5 WINDOW DIMS. GLASS TYPE '3' ]ASS TYPE '3A' GLASS TYPE '4' LASS TYPE `4A' 24" 100.0 2100 100.4 210.0 140.0 210.0 100.0 190.2 WIDTH HEIGHT LixT.( +) TNT.( -) M.(+) INT.( -) W-(+) TNT.( -) EXT.( +) TNT -(-) 30" 100.0 210.0 100.0 210.0 100.0_1_1_1_0 100,0 152.3 19 -1/8" 1 00.0 21 100.0_ 210.0 100.0 210 -0 _100.0 i 210.0 O 32" 94" 100.0 2_10,0 100,0 210.0 100.0 21-.0 100.0 143.7 26 -1/2' 28 , 100,0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 < t X11 ' i i 38 100.0 1200 100.0 120.0 100.0 120.0 100.0 120.0 37" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 rn .. _..._ ... .. ___ - ___ 42" 100,0 1200 100.0 120,0 100.0 120.0 100.0 112.7 63 -1/9` 100.0 210.0 100.0 210,0 100.0 210.0 100.0 T10.0 48" 10010 120.0 100.0 120.0 100.0 1200 90.9 90.9 19 -1/8' 1000 210.0 104,0 210,0 10010 210.0 1=0 210.0 94" 100.0 120.0 120.0 - 100.0 120.0 100.0 120.0 80.8 80.8 28 -1/2" 38 -3/8" 1OO.O 210.0 104.0 21 D:0 100.0 T10.0 180.0 210.0 r W o 24" 100.0 21 100.0 210.0 100,0 210.0 100,0 172.0 37" 140.4 2100 100.0 210,0 100,0 210.0 100.0 210.0 00 tt 30" 10 120.0 10 120.0 10 _09 120_0 10_ 1 0 _ 53 -1/8• 100.0 206.9 100.0 2065 100,0 208.9 100. 200.9 I y 32^ 100.0 f 120,0 1000 120.0 1000 120.0 100.0 118.9 19 -1/6" 100.0 210.0 100,0 11040 100.0 210A 100.0 210.0 1 98' ' 120.0 100.0 120.0 100 -5 /8. 100.0 210.0 100.0 210.0 100,4 210.0 1000 210.0 .0 120.4 100.0 107,8 28 -1/2` F..,ual Lite Win dow 36' 100 50 r__......_ 42" 100.0 120.0 10010 120.0 100.0 120,0 90.8 90.8 37' j 190.0 210.0 100.0 2111.0 100.0 270.0 100.0 193.1 L �, .._..__ .. ... .. _. , . -_. __.. _...._.. _. _ .... . .. . .. .. ._.._. ._ . ..__ _ 48" 100.0 120 100.0 120,0 100.4 120,0 80.9 809 93 -1/8' 100.0 188.7 100,0 168.7 100.0 168.7 100.0 131.7 All va'ues shown are Design PSF (Pounds per Square Foot) o 54` 100,0 120.0 100.0 112.6 100.0 120.0 13.2 73.2 19 -1/8' 100.0 210 100.0 210.0 100.0 210.0 1000 210,0 °I =� . ...... -- - ... .. ...____ - VALUES F014 4XTGRY..IR I.OA06(I-) d$HOWil KtE • • 24" 100.0 210.0 100.0 210.0 !10-0. 0 210.0 100.0 191.2 26 -1/2' 83 " 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 FOR SILL "ITH WATER3AR ASAPV -R • 30" 100.0 120.0 100.0 120.0 .0 120.0 100.0 IDEA 37' 100,0 210.0 100.0 191.9 10.0 210.0 100.0 177.8 =CR WINDOWS WITHOt f /,� T 'fL RL`At l • sz 08" 00.0 _ -..~ _ - 1117,0 ' 1MIT EXT "RTC2 + 1QAL`� T� SQ U �'.`i 2 ' uo.o 1017.0 Izo.o A 120.4 10G.o 1008 s3 1/6' 1-n.o 120.0 100.4 120.0 IbO.o 100.0 loan (} 8' 36" 100.0 120.0 100.0 120.0 100.0 , 120.0 91.2 91.2 19 -1 /8" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 • • 000 • • • 9gON. wA.N PAMO __ 72, o s ES j 42' 100.0 120.4 100.0 120.0 100,0 120.0 80,0 80,0 28 -1/2" 160.0 210.0 100.0 210.0 100.0 210.0 100.0 192.9 rw DU"!'RSW1 ° _DD! 1'174. PE / 16857 1 ' _.. .. _. _. . _ .. aR1H17 7L Y. %t$1'v: (T.:6'�9 fJ,.N. 3538 I o` •• 48" 1000 120.0 100.0 112.2 1GO.0 17" 72.9 72,9 37' 100.0 210.0 100_0 196.5 10010 210.0 100.0 156.0 1 1 0.0 0.0 iT00 t 0.0 1 .G i 0.0 4" 100.0 120.0 100.0 120 ,0 100.0 120.0 00.0 2 53 -1 8 / 10 04.0 11 00 2 9 + 8 • • fu V • • • J -- 30" 100.0 120.0 100.0 120.0 1000 120.0 96,4 96.4 19 -1/6' 100.0 210.0 100.0 210.0 100.0 210.0 1000 210.0 • I� rY -� 32" 720" _ 100.0 120.0 104.0 120.0 100.0 120.0 86.8 86.8 28 -1/2" 78 , 100.0 2117. 100.0 210.0 100.0 210.0 100.0 182,1 . • • • r • • drawing no 38` 700.0 120.G 100.0 120.0 1 DOA ,120.0 80.5 80.6 37^ 100.0 1 210.0 100,0 194.8 700.0 210.0 1000 149.1 � • � lil``' ' • :` 3 • � d �1a7j W05 --04 ) 42` 100.0 120.0 100.0 '' 114.1 106.0 1TO.G 70.8 70.6 53 -I/8" too. 710.0 100.4 120.0 100.0 120.0 88.J 48.3 T4' li lJ (shee£3q of 701 k. i $ l 1/8" Ann. Gloss 1/8" HS Glass - 8 _ • I .090 Sentyglass Plus or .090 Sentryglass Plus or Supp'emental lest Resul far: C .075 Stormglass or .075 Stormglass or Air Infiltration - Water Leckoge Resistance - Forced Entry }. -073 Vanceva or .075 Vanceva a Q g .100 HP PVBI .100 HP PV9 9• 6. m '/8" Ann. Glass m I 1/8" hS Glass - Test Type and Method Results - � j a °n'� Air Infilt "oCon Test (ASTM- E283) [u t� 0 `.57 psf pressure dYferen',ial PASSED ( .044 C.F. / Min / Sg F� O 1 ti Si ic o" GE -`.200 �nf GE -1200 l GE -2000 c I ° ° GE -2000 0 6.24 psf pressure dfferen:iol PASSED ( .076 C.F. J Min / So 7' O W M o DOW -995 I DOW -995 a Q s Water Leakage Test (ASTM -E331) No leakage allowed .3 n G j Glass Type t" Gloss Type " 2 " without waterbar adaptor PASSED 0 1Z.0 PS= 0. • y � n > W 5/16" Nan^.:r.ol Glass 5J16 Nominal Glass with waterbar adopter PASSED 0 15.0 PSF Annealed /Annealed I15/11S 0 M Forced Entry Resistonce test PASSED w (ASTM F568 & Grade 10) UNEQUA LIT W INDOWS (ORIEL) UNEQUAL LITES WINDOWS (ORIEL 21 v' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF + $ WINDOW DIMS. TOP VE LABS TYPE 'I' LARS TYPE �2 WINDOW DIMS... lop VE GLASS TYPE 'I' GLASS TYPE Sim � MOTH HEIGHT HECK 0(r, +) LINT.( EXT.( +) 1NT.( -t) WIDTH I HEIGHT HEIGHT ExT.( +) IM,( -) Exr -w !NT.(-) 3 � O W 24' 100.0 181.9 100.D 210.0 19 -1/8" 100.0 2100 100.0 210.0 C, 0 o 30` 100.0 118.8 1000 720.0 26 -1/2`- 98 4B" 100.0: 138.5 100.0 210.0 = to W 32" 100.0 11119 100.0 120.0 37' (MAX.) 99.3 99.3 700.0 120.0 ry 91 38' ( _) �" 10b,0 101.5 1 00.0 120 3 }7 /B" 89,8 88.8 100.0 120.0 N M 42' 85.4 85.4 1 120:0 19 -1/8' 100.0 210.0 100 -11 210-0 N O er1 48" 76.2 1tl0.0 130.0 28-1/2" 108" 54' 100.0 120.0 100.0 120.0 � 0 ` k j M 54` 68.9 68.9 100.0 120.0 37' (MAX,) 83:8 83.8 100.0 120.0 24` 100.0 1424 100.0 210_.0 19 -1/0` 100.0 _21 100.0 210.0 O " 30` 100.0 102.2 100,0 120.0 28 -1/2" 120" 80' 100.0 108.8 100 .tl 120.0 32` 94.9 84.9 100.0 120.0 37` (MAX.) 73,7 73,7 100.0 120.0 - - - - - -_ 36` (�") 54" 85.9_ 559 100,0 120.0 19 -1/8' 100.0 210.0 100.0 210.0 42° 75.3 75.3_ 100.0 12tl.0 20 -1 /2" 120' 66" 99.5 99.5 _ 100.0 120.0 48" 80.6 8810 100.0 120.0 37" ' (MAX.) _65.7 85.7 100.0 1209 24` 100.0 120.0_ 700.0 120.0 19 -1/8' 140" 72" 100.0 ' 210.0 100,0 216.0 ^ 30' _ 907 90.7 100.0 12tl.tl 26 - 1/2" (MAX.) 93:9 939 100.0 120,0 R FT 4 32' 120` 80" 53.6 B3.6 100.0 120.0 19 -1/8` 120 100.0 120.0 100.0 120.0 VALUES FOR EXTERIOR LOADS( +) SHOWN ARE g 6 36" (MAX.) 75.9 75.9 1000' 120 26 -1 /2" (Max.) 7B" BB.D Be.o - 1 ` O ox 2-oD rOR SILL WITH WATERBAR ADAPTER u FOR WINDOWS WITHOUT WATERBAR ADAPTER m 42" 80.4 68,4 100.0 120,0 19 -1 /B' 120' 100.0 120.0 100.0 120,0 B +' -- ° -- ---- LIMIT EXTERIOR( LOAW � 24" 100.0 1 ?0.0 100.0 120.0 28 -1/2" (MAX.) 79.8 79.8 100.0 120.0 ' 30 120' 88° 81.7 61.7 100.0 12C,0 width 61 r[u 1 rE a114:1q I 6h W T 32" (MA1l,) 77.7 777 f0_0 120.0 I� - - - �� A ' {1 a![ix, 3B` 87,4 67.4 100.0 120,0 P Tn. r M/tlll a o 24' 100.0 f57 13.6 100.0 120.0 • a t. rY30` 72° 77.1 100.0 120.0 NOTE: c •. • • • •(7ai a• ' -- CUSS CAPACITIES ON THIS SHEET ARE o. ToP t/ nt 32` 70.1 70.1 100.0 120.0 • • • • • (M -- BASED ON ASTM E7300 -02/04 (3 SEC. GUSTS) L • . • • • • DR AY UN 36" 80.3 80.3 100.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 • • i 000 • • • • • 5 RES 1 24' 100.0 120.0 100.0 120.0 O F� N. ` 18557 e I 30` 120' 78' 71.2 71.2 100 120.0 - [V 32 (MA•) 83.8 63.8 100 .0 120.0 This Lite mast be Ecual to or srr • • - -" _ 24" 120• 120.0 100.0 120,0 than the Too Lice • • 30" 100.0 MAX.) 66.6 66.8 100.0 ! 120.0 • • • • • ` All values shown are Design PSF Pounds p er Square Foot - • t� +}�dO • ®CC 02.20(18 9 ( P g ) � eqU� In 1 • •• • sheet �_ofTQ • • • • • • • • • • • • .075 Vanceva Storm or 075 Vanceva Storm or C V 3/16" HS * COW - 995 0 Sentryglass P :js or 3/16" ANN, .090 Sentrygloss P!us or � � 0 Saflex HP 100 So "ex HP o 6" f)S 3/'.6" ANN 3 l - i I raa w Silicone Silicone lI 6 GE -1200 GE -1200 c DE -2000 GE -2000 � DOW -995 V O ~ i NM Gloss Type "3" Glass Type "W C w Q GLASS CAPACITIES ON THIS SHEET ARE - C d t o BASED ON ASTM E1300 -02104 (3 SEC. GUSTS) O #I AND FLORIDA BUILDING GOA3MISSION DECLARATORY STATEMENT Dcao5- DEC -219 518" Air Space _ 1 /8" HS 3/8" Air Space 1/8" ANN 75 Storm or :1 07$ Varceva Storm or 075 1a a I UNEQUAL LITES WINDOWS (ORIEL) .090 Sentryglas5 °Ius or .090 SertryglOS5 Plus or Q 1 DESIGN LOAD CAPACITY - PsF ; /8" HS .100 Saflex HP 1/8" ANN 100 Saflex HP e_ WINDOW DIMS. rop 8Et1 GLASS TYPE '3' LASS TYPE '3A' GLASS TYPE ' #' LASS TYPE" '4A' /8" 1/8" HS ANN n wlor}t HEM.M HEIGHT E70'.( +) 1NT.( -} EXT. (+) 1NT.( -) EXT. { }) 1M.( -) EXT.( +)11M 1/8- � 24 100.0 210.0 100.0 210.0 100.0 210,0 100.0 1 172.0 - n 30' 100,0 120- 100.0 1 20.0 100.0 12o,0 1000 120.0 32' 100.0 120.0 100.0 120.0 100,0 120.0 100.0 11 H.9 l $ tY 98' 48" Silicone - -- Silicone Z 100.0 120.0 100.0 120.0 100.0 12a.p 100.0 107.8 =3 O uj 36' (MAX.) ( GE - 1200 GE - 1200 O w 42' 100.tl 120.0 100- 120.0 100,0 1 120.0 90.8 90.8 GE --2000 GE -2000 Ir " 48' 100.0 120.0 _100.0 120.0 100.0 120.0 80.8 80.9 DOW -995 DOW -995 j rn se 100,0 1-20.0 100.0 112.6 100.0 120.0 73.2 73.2 Glass Type "4 Gloss Type "4A" x 3; + 24` 100.0 z10.0 tatl.0 210.0 100.0 2100 ' --- - _ 122.0 151,2 '- UNEQUAL LITES WINDOWS (ORIEL) ?I Q 1 30' 1000 120.0 100.0 120.0 100.0 120.0 100.0 108,6 _ ww'dd - t h_ 32" 1000 1200 100.0 120.0 100.0 120,0 100.0 1 100,8 DESIGN LOAD CAPACITY - PSP 38, 100" 54" 1010 12o,0 fa0.0 , 1204 100.0 120.0 91.2 91,2 FINDDF DIMH.. FOP OtA59 TYPE 'S' LABS TYPE 'SA' CLASS TYPE '4' L48S TYPE '4A' + Gf " --- - _ f7 - 42" {MAX.) 100.0 120.0 ID0.0 + 1200 1000 120.0 80.0 1 80.0 WIDTH HEICM HOGM EXT.( +) 1NT( -) EXT.( +) 1NT.( -) EXT,( +) 1N1.( -J O(T.( +} 1NT.( -) 48" to0.tl 120.0 100.0 1120 . 100..0 120.0 72.9 72.9 19 -1/9` 100.0 210.0 100.0 210.0 100,0 210.0 100.0 210.0 Top Vent IX _ _ _. r_. 24" 1000_ 120.0 100.0 120.0 100.0 120,0 1000 120.0 26 -1 /2" 98 , �, 100.0 210.0 1000 l 210.0 100.0 21MO 100,0 147.1 kT 30" 100 tl 120.0 100.0 120.0 1.0 120.0 98 4 9614 37" (MAX.) 100.0 120.0 100 0 120.0 100.0 1200 100.0 105.5 80 -�� I 32' 120' " 100.0 120.0 itltl.0 120,0 100.0 120,0 88 8 88,11 53 ^i /H" 100.0 120.0 100.0 114.4 100,0 12tl 0 74,2 74.2 00 ° 36' (MAX,) 100 0 120.0 100.0 120 0 100.0 120.0 80-0 80.6 19 -1 Je` 100.0 210.0 100,0 210.0 100.0 210 0 100,0 210.0 r 42' 1000 120.0 100.0 1141 100.0 1 120.0 70.6 70.6 20 -1/2" 108" 54" 1000 120.0 1000 120.0 100.0 1200 100.0 120,0 Thls Lte must be 24' 100.0 120,0 100.0 1200 100.0 120.0 100.0 120.0 37" (MAX,) 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88,8 Eq.101 to or smaller .. ... than the Tap Lite - GI 3tl' 120' gp• 100.0 120.0 100,0 1200 100.0 120,0 85,8 88,8 19 -1/8" 100.0 210.0 1000 204.2 100.tl 210.0 100.0 210.0 _ y, 32" (.01.0X) 100.0 120.0 100.0 120.0 _100.0 120.0 82.8 Ble 28 -1/2' 120" 80" 100.0 120.0 100,0 120.0 _ 100.0 120- 100.0 115.4 38' 100.0 120.0 foo,0 12o.0 IOa.0 t2o.0 71.6 71.6 37" (MAX') H700 720.0 100- 120.0 100.0 120 ,0 0 780 78,3 j UnegLjol Ute Wind 24 100.0 120.0 100.0 120_.0 100.0 120.0 700.0 120.0 19 -1 /8' 100.0 210.0 100.0 210- 100.0 210.0 100,0_ 210.0 30` 120' 72' 100.0 120.0 1000_ 120.0 100.0 12o.o 81.9 Ilia 28 -1/2" 120" 88" 100,0 � 120.0 100,0 1 120.0 100.0 1200 1 105.7 32' (•} 100.0 120,0 100.0 120,0 100.0 120- 74,5 74.5 37" ( 100.0 120.0 ip0.0 120.0 100.0 36" 100.0 120.0 100.0 120.0 100.0 115,2 84,0 84.0 19 -1/e'1 100.0 210.0 100.0 210.0 100.0 210.0 _ 100.0 210.0 120" 72 • _ ... _._ . • • so* • • • 24° 100.0 120.0 100,0 1 20.0 100.0 120.0 t000 120- 28 -1/2' (MAX.) 100.0 120,0 100,0 120,0 100.0 120.0 99.8 911.8 • • • • - - 30' 120' 7B' 100.0 120.0 10p.b 120.0 100.0 1 75 6 75.6 19 - 1/8" 100.0 _210.0 100.0 210 0 100,0 210.0 100.0 203.3 • • • • Y> '•i" % ' 'r r - 1 l 120" �" _ .._ - • • • • • • • • • �� ( h ' I 32 . (MAX.) to00 120.0 100.0 120.0 100.0 120.0 878 87.8 28 -t /2' MAX) ( 100,0 120.0 100,0 120.0 100.0 120,0 93,5 93.5 • • • • • g „ 0R. Hi FAR 0 @4' 120" B4. 100.tl 120.0 100.0 120.0 100.0 120.0 100.0 120.0 19 -1/8' 120" �. 100.0 210.0 100.0 210.0 100.0 210.0 100.0 t53,5 • • • • • • • • • R onwx?URES57 o I 30' (MAX.) 100.0 120.0 100.0 120.0 1000 120.0 70.7 70.7 28 -1/2' (MAX.) 1000 120.0 100.0 120.0 t0o.0 120.0 84.8 84.8 C.4N. / / 'bJ53B 7y1 � ; All values shown are Design PSF (Pounds per Square Foot) 8 � � � VALU ?S FOR EX'ERIOR LOAD S(+ SHOWR ARE • • • • • -drawing no. TOR SILL WITH WAIER9AR ADAP!ZA� • • • • • • • • 0005 -04 - OR WINDOWS WITHGUT WATERS 4AP :FR: • • • • j •• ( _J LIMIT EXTERIOR( +) LOADS TO 80.00 PSF • • • • • S � C! hee! jl o ! qj • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• � I li x MPORTA NOTE; O ins taliation Type " Wood Bucks must susta'n g w/ 1 x 4 9eveed P.T, Wood B:.ck foods imposed by glazing o� system cnd transfer O " t n. n ° rem to the bu0ding Buck bed 'n °' .. . TYPICAL AN 8'. see ELEV. FOR SPACING o structure. seobnt (,yo) n .tl Ile M& ULIRACON.BY 'ELCO'. (Fu =177 KSI, Fy.°155 KSI) V t; M f ° 1/4' O1& Ho KM-CON II (Fum163 K51, FY -157 K51) Cr > ro r 1/4" Diu I ` 1 INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 0 Flat Dead Sealant - 1 1 -112" MIN. PENETRATION INTO WOOD Cc • 01 � I I ' Top -Con (typ) ___. �,> E T THRU 18Y BUCKS INTO CONC. OR MASONRY LL W 6( � Screws I` 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY g ) (or e ua J — dW _J E DIRECTLY INTO CONC. OR MASONRY 1 -3/8 MIN. EMBED INTO CONC. OR MASONRY �! 14" DIX SELF DRILLING SCREW (GRME 2 CRS) � g INTO METAL STRUCTURESI STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - -- .. 3 1 /__ 2" - r 174 SMS OR SELL 11t SCREWS I+ G1 Min. I INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. a .090 ") s �) '� X av j (NO SHIM SPACE) 'N a ` - n- --.- -_ . IYPICAL EDGE ANCE 'ppII 0 Ip3 r V INTO CONCRETE AND MASONRY - 2 -1/2" MIN. �I) z ti INTO WOOD STRUCTURE = 1" MIN. N O vI 1 p I INTO METAL STRUCTURE - 3/4" MIN. IEP L .._ _ 1 x 4 Beveled P.T. CONCRETE f'a - 3000 PSI MIN. Wood Buck (typ.) MASONRY fm a 1500 PSI MIN. J8 81 JT 1 1 /a" Min Values for Instal!at:on Type "A" apply to the following installation types, with maximum shim space 1/4 "t eBIII rna 1- Using tby P.T, wood bucks, m;n, 5/8" thick, Optional 2- Directly into masonry, without the use of wood bucks. J Non- beveled ,I IBI Sealant- I Wood Huck C ° o • Iq \ ' S' (dotted) 3- Direct.'y into steel u um structure v �..� �I I i min, 1/8" th nk and using ng #1 #14 Teks or • Sy1S • • • • • • • • • • - � Structure must be aesi red b ad iT a others 4o sustain t* le• ee1* • j e { Y �� (, —jt °'l ' - b the window. 00 0 uR • • • • • as I � II ' FLA. PE r ` 6557 ' II �•:•� t - _�° � 4r3'€^a*r�»;a. ' CAH. �bssa ° v �',•:. • �r • • f drawing no. •• 1 Opt'onol Pre -C SW • • ± ` • :)Et $ ��Ip$ I W0555 -04j • 'f "' ''1 �, • • • • • sheet 5 of 1 • •• •• • • • •• •• , Z 3 ar �� nstclla :icn Type "9" rFnst olltion Type "C" IU Q n!a w/ 2 x 4 Beveled P.T. Wood Buck I bcsed en wood peretration only c .._ _ using 7 x 4 or 2 x 4 wood bucks n ; Buck bed in �°° �4 n. Buck bed in I sealant (typ) s _ sea ant (t w o o d n t r v c: u e a G Cr n OWt -� ad <o 1 _ Sealant 1/4" dia. Flat head LL 3 _ i /4" Oia Flat Head (typ) I L E a tap -can screws (or equal) - t aJ to eoiont Sheet Metal crews or w n Q " � g 1 --3/8" min. Wood embed S eal he pia. Tap Con - -- `� Fasteners E a �- - - -� s J 7 x 4 &. 2 x 4 P.T. Wood Buck (typ) 3 1/2" See Installation 'yPes ,. & " ? N for 7 x 4 8c 2 x 4 = v N T P.T. Wood Buck Styles (A N is 3 d -'L \ \ IMPOR NOTE; 7 I z z -� n Wood Bucks must sustain I o= i g 2 31 . " loads imposed by glazing system and transfer a. them to the building 2 x 4 Beveled P.T. structure. Wood Buck (typ.) JE3 & JT JB JT a C 1 3/8" Min. � • a��,. � I _J Optional Total Wood H g J Non- beveled Penetration 1 z "' ° g Sealant Wood Buck (dotted) LI Opti onal [fl an Non - beveled Ste __ Sealant Woad 9jck ° C (dotted) ;s ` • I • • • • • • M • • . N !ArS1N oryg�' F . . g . • 9WOCMiES o s c.,i w. �srae g � I ° a b b d 9 t r U t l u r. * so , 2 3/4' f ' ° ° • • • ° ° v o • • • • • .• drawing no. • . . • : �y •• • �W05 -04 Optional Pro -Cost SM • • • • • • • Q� i� 3��ON — • • • • • • • • sheet g of tQ� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS ... ANCHORS DE SIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF . NO. OF 9TA.YDARD HOI NO. OF STANDARD HOLE • o °I WINDOW DIMS. ANCF70R5 - PATTEI4Y BINDOM 0[115. ANCHORS PATTERN T h ;I31 WIOTH ' HEIGM AT JAMS EXL(4) & IM.( -) WIpiH HE1CM AT JAMS E%i.(4-) & INT.( -) Q r IZ 24" 210.0 19 -1 /8' _ 210.0 ~ W ! al F 30' 210.0 2837" 26` 4 210.0 G g 32" 48" 4 270.0 JT 0. 1 36` 2 53 -1 /8' 210.0 1 42" 210 -0 19 -1/8' 210.0 Q 48' - 2052 _ 26 -1/2` 38-3/8 e 4 210.0 V p 54" 171.9 37" i 210.0 _ p 0 24" 210.0 53 -Va 206 vq1 C) d: 30 210.0 19 -1/8` 210.0 W 32` 210.0 26 -1J1`I 210.0 Q ' 505 36' 60' 4 _199.5 37 � 4 210.0 42` 178.5 53 -1/6" 1 170.0 Q eNi 'g IB" 761.5 19 210._0- ......�� 54' 147.5 28 -1/2" 210.0 �I 24` 210.0 37' 83' 4 183.7 = I m 30 210.0 93 -f J6" 140.7 v a 32 210.0 ._._ _. I9 ^1 /8' 21010 ; 36` 72 8 210.0 26-1/2" 72' 6 210.0 Q y z 42` 210.0 37` 210.0 1Y t� IB" 169.6 53 -1/6' 140.7 54" 136.8 19 -1/8" 210.0 z O 24' 210.0 28 -1/2` _ 210.0 n 30" 210.0 37` 78• 6 20810 LOADS APPLY TO INSTALLATION TYPES 32" 84° 6 210.0 53 -)Je" 136:7 A, B & C AND INTO ALUMINUM BUCK5 38" 192.7 � 42` 1731 FOR ALUMINUM DUCK INSTALLATION SEE z z� 1" 186,0 ' SHEETS 9 AN 10. m' 94" 129.8 24" 210.0 Width 30" 186,4 32` - 178.9 6" 24 36" 96" 6 163.1 - I I mox. Irstallation 42" 145.4 Screens 48" 7 32.5 �' c $ 94` 122.3 s 24" 210.0 E Ia I! 30" 210.0 32" 1o8" 6 207.4 r. 38" 168,4 "•BoS 42 167,1 N E 48` .. 191.4 24" 1 21010 • • • • • • • • • 30" 193.8 _�. I _._.. _: • • •• , • • • • c_..._..._,,, 32" 120• i 8 193.5 38` _ 168.3 r. DH h p • • • • I 42' ta6.e CGI Standard_ pattern � ¢ R� PE 16557 T �_!; �+ AA I CA.N. 3536 W05 -04 Re`er to sheets 5 & 6 of 10 for description of i sto.lotion types A - 5 - • • • , SEC O ! ZWZ� Y►"' ' • • • _. _ J i! • • • � ehe6t 7 of 10 '- � . ° ° For Window Performcnce, refer to sheets 3 or 4 14" OMH ou v ow 1: ov -------- - - 1 Sc side of -nullion w/ 2 or 3 screws or each side of mull'on Twoe Mullion (ur.0pped of ends' adaitiaial holes to be drilled by installer) 0 rd Tube Vu!lion (un.lipped at ends) MULLION 0911 F MULLION Dr. IF hIULLION DESIGN LOAD CAPACtTy PS? HE ANCHOR ANCHORS TIME ANCHORS ONE "N MOP Too ANCHORS THREE A=fts ONI OR Too ANCHORS THREE R9 EACH SIDE IITNOOV DIBIS. XA a SIDE SAM sing EACH SIDE ',M,ull length � Wdw Height V� WINVOIN OM. O VACH SIDE , EACH SIDE EACH SIDE ININDow IHAS. EACH SM9 EACH 04.6 53-1/0 176.0 21010 2$010 21010 06 . 49 19-1/8- 12618 210.0 210.0 3V 171.4 210.0 as L2 210-0 42' 53.7 107.4 161A 1681a 121.8 S 11'n 3v - L42 76 37 0 30 620 1251 i�i.5 36 84' 1 Jmoz—or 42 1297 rLA. PE I CA, 165 7 4a 45.0 90.0 117.4 5385 P 42.1 84.2 crowing no, °° ~°° 046 �~ °� °°" °� ° ° �° � � | � PERFORMANCE VALUES PERFORMANCE VALUES ALUMINtiM BTJCK FRAMING DETAILS ,r OF ALUMINUM RUCK OF ALUMINUM BUCK TI• < INSTALLATION ANCHORS IVSTALLATION ANCHORS REFER TO SHEETS 3 THOU 9 FOR WINDOW CAPACITIES {Y { USE LOWER AI'PL7CA13IE VALUES. Exr • v"j .( +) w InHd -) Exr.( +) a INr.( -) c`5 ANCHOR CONC. /SPACING ANCHOR SPACING ANCHOR SPACING ANCHOR SPACM11 WIND" 08 WIDTH H DINS. LVTO ROOD -R HIM 1IINDOA DOA. INTO CONC./ROOD INW 1101.10 DLOCK RTIO HOLLOW J EIGHT 18" O.C. 6" D.C. 18" O,C. A' O,C W . IDTH HEIGHT 18" O.C. OC 8" Of 10" O.C. I f` H nla 24' 210.0 270.0 175.7 270.0 19 -1/6" 21MO 210.0 210.0 21tl.0 ° . tl° v Od', C m �, 30" 2IO.tl 210,0 155.9 270,0 28 -1/2" 26' 210.0 210,6 210.0 210.0 32' 27 210.0 _ 150.8 21 0,0 37' 210.0 210.0 185.5 210.0 a v I 36 48' 2f0A 210,0 1429 210- 53 -1/8" 2100 210A 146.0 210.0 - 42' 205.7 210.0 131 3 204.2 19 - /8' 210.0 210,6 T10.0 210.0 V G el 48' 205,7 z10.0 1313 2010 28 -i/2. 138 -3 8 21tl0 210,0 173.0 .0 jc�+1 O 54' 186.0 210,0 107 2 187.8 3T / 210.0 210. 157.4 210.0 ` 0 Q C '9 _.. 24' 210.0 210.0 134.0 210.0 53-1/8 185.8 1 21010 11815 207.4 9- 0 30" 170.2 1 210.0 114.3 200.1 19 -1/8 210.0 1 210.0 196.6 216.6 V _ D 32" 171.6 210 _ 109.11 191.9 26-11r 2_10.0 210 155.8 210.11 36' 6o 160.0 210.0 1 02.1 77A.7 37` 203.5 ! T70 .0 129.9 194.8 42' _ 147,7 210.0 94.2 184.9 53 -1/8" ; . - 171.8 210A 109.8 160.7 _ 48" 140,0 210,0 89.3 156.5 19 -1/8` 210.0 210.0 188.8 210.0 C 54" 135.8 210,0 88.8 _ 151.6 26 -1/2` 210.0 210.0 148.4 210.0 �y 24' 210.0 210.0 IJ4.0 210 ,0 3T 63" 1833 210.0 117.2 187-5 J W. 178.6 � 210:0 _ 112.e 263.1 53 -1/8 158,2 210,0 99.7 159.5 X 5A15 #14 SMS � ~ 32" 168.8 210.0 107,7 1938 . 191/8 _ _ 210.17 210.0 181,6 210.0 _ AT 6" FROM ENDS AT 8" FROM ENDS- -r y r � 3A' 72' 155.6 210.0 99.3 176.7 26 -1/2" 194.2 210.0 123.9 211 AND 24' O.C. MAX. AND 24" O.C. MAX i y 42" 141.2 210,0 90.1 162.2 3T 72` 152.8 210.0 97.5 _ 175.5 1 I b W 48' _131A 210.0 53,8 _150.8 53 -1/6' 1253 210- 79.9 143.9 / �� c5 O .. 54" 124,4 210,0. 79.4 1429 19 -1/8" 210.0 210.0 151.9 210.0 I 11' l'' 24' 21d.O 210.0 134.0 210.0 26 -t /2' 7D " 151.9210.0 118.0 205.9 //� ' �� u I �h a o 30' 175.3 210,0 111.9 1 4 1774 53 - B & 4 37' 1421 210.0 _ 90.'11,3 .3 / t � 32" 186.8 210.0 106..11/8 r ? 115.1 207.3 73.5 132.2 36' 114" 152.7 21 MO Z_ Z -j u' 42 137,1 210.6 87.5 145 48' 128.0_ 270.0 80,4 134.0 - - 54" 717 9 1909 75.2 128.4 J -- --'� Nom `` V ... // r/ - 24" 210.6 210.0 134.0 1 180. 30' 7 0 711.2 8 ' ° � <' ° ". a; � ----•- r I - - -. ._� 1 - -- 32 I 165.4 210.0 1105.5 180.9 I CONCRETE = 3000 PST A C 98" ISO +.2 21 OA .tl 96.2 164.9 1 r i 28Y WOOD BUCK 36" ii It C . BLOCK a 1924 PSI d I OR WOOD STRUCTURES 42' 1 34.4 210.0 85.8 747._4 . 401. ULTRACON OR SELLS CAN AL50 BE USED i/4" DIA KWIK -CON II $ N 46' 1229 270.0 78 134.0 VlRN OPTYONAC. W'TERBAq 54 72.5 124.3 T -3/8" MIN. CCNC. EMBED 2 1 /2" MI N. _ 1 ~ r"" - t' MIN. t /L' 01A, ULTRACON ON . " 113.8 194.8 EDGE DIST. AT6 " FROM ENDS K 8Etl I 1/4. 01A KWIK -CON II Z4" 183.8 210.0 117.3 210A / 4 5 A �.. ,..,./ 16" C 8` O.C. HART FOR CAPACITY MAX. - 1-1/2 MIN. EMBED � n o 30" I 151.7 210.0 SEE 96 179.A C AT 8" fT10M ENDS AND 32" IDS 143.6 210.0 01.6 R 8' O.C. MAX. 170.4 18" O 36° 130.7 21 10 83.4_ 154A TYPICA INS 1 ATION DETAIL SEE CHART FOR CAPACITY 4z• 119.9 210.6 73.9 737.3 ON ALL FOUR SIDESAUSING ALUMINUM BUCK SYSTEM o o $ �i 48" 105.0 198.0 67.0 124.4 24` '86.7 210.0 _ 11 9.1 _210 • • • • • • w • w • • • d o ,� m m 30" 153.6__ 210.0 _ 98.0 183,8 4.253 • • • • • • • • • c ' _ .065 f •• • • • • ••• i 32" 120" 1 45 92.8 .4 210.0 173.9 F 1.270 825 908 1 � 36' 731.8 210.0 84.1 157.8 �• ! -- N F � • • • • • S r Dos sTa Es sBRIDUCZ4ratR5alf • FI 42` . 116.4 210.0 74.3 159.2 I I 1.125 FLA. PE / 16:87 gypppeOV. Rutl9tui aM& T-- - C.C.N. 3538 7'Nl:t co_u I I � ! ., j .500 552 .125 _ Ar"•BFu: =rr. " ".'. -�. I _U ; 2 • • • • C L - .903 • M AC (d".ing no. ALUMINUM BUCK 017TIONAL COVER w � • • 1• 70W -04 6063 -T6 6003 -TB UH'�'� • • • sheet_q Of 10 • •• •• • • • •• •• PERFORMANCE VALUES PERFORMANCE VALUES - St OF ALUMINUM R UCK OF ALUMINUM RUCK INSTALLATION ANCHORS INSTALLATTON ANCHORS - ANCHORS AT EXT.( +) d 1HT.( -) EXT.(+) * INT.( -) ALUMINUM BUCK FR ING I� WINDOW DINS. ANCHOR$ am Roubw 79.0CK ANCHORS RNTa CbNC,/NOOD WINDOW DIMS, � ANCHORS we HOLLOW BLOCK ANcam INTO CONC. /1!000 (AT MULLION ENDS) Z ' CLUSTER CLUSf61i CLUSTER CLUSTER CLUSTER CLUSTEB'CLI78TER CLUSTER CLUSTER CLUSTERiCLUSIRR CLA;STER CLUSTER CLUSi'BR CLUSTER WIOH HEIGHT OF 2 OF 4 OF 6 OF 6 OF 2 OF 4 OF 6 OF 8 WIDTH .NEIGH OF 2 OP 4 OF 6 OF B OF 2 OF 4 OF 0 OF 8 ~ I 24" 89.3 178.7 290,0 210.0 140.0 210.0 210.0 210.0 19 -1/8' 210.0 210.0 21U0 _210.0 210.0 210.0 210.0 210.0 FOR WINDOW ANCHORING TO Q 30" 78.0 155.9 216.0 ;, 210.0 1221 210.0 216.0: 210.0 26 -1/2" 26 , 32" 75.4 150.8 210.0 210.0 118.1 210.0 210.0 37 210.0 21 210.0 210.0 210.0 z1O.0 210,0 210.0 ALUMINUM BUCKS USE #14 SCREWS �� " - - - -- 210 3 '� 210.0 " 0 ' 216.0 210.0 T1na 210.0 21MO 210.0 210.6 SPACED AS PER SHEETS 7 & 8. W 01 - - -.. 38 48" 713 142.9 210.0 2110.0 112.9 _21Qo_ 210.0 210.0 53 -1/8' 210.0 210.0 2104 2100 210.0 210.0 210.0 210.0 42" 8 6.1 1367 204.2 21MO 100.7 2104 1 210.0 210.0 19 -1/8' 140 210.0 210.0 2100 - 210.0 210.0 210, 210.0 V n 48" 67 .0 134.0 201.0 21 108.0 210.0_ Y_10.0 210.0 28 -1/2" 38-3f8 115.9 210.0 21 210,0 18 210.0 310.0 216.0 a ! 54 674 ' 131.6 201.0 210.0 109.0 210.0 210.0 210.0 37 tO5.0 269.9 210.0 2100 _18 210.0 210.0 21tl.tl p Q 24" 67.0 134.0 201,0 216.0 105,0 210.0 210.6 216.0 53 -1/e" 104.6 209.8 210.0 .210.0 184.3 210.0 210.0 210.6: 30 37.2 114,J 171.5 210.0 1 89.6 179.2 210.0 210_- 19 -1/8" 98.3 1988 . 210,0: 2100 154.0 210,0 210.0 21010 _ N 32" 84.8 109.8 164.3 270.0 85.9 , 171.,6 210.0 2 10.0 26 -1/2' 77.9 155.9 21 0.0 2100 122.1 50-5/8 . 210,0 210.0 218.6 36` 80' 51.0 702.1 153.1 204.2 80.0 180.0 210.0 210.0 J7' 64.9 _ 129.9 I 194.6 210 0 101.8_ i 203.5 210.0 2 10.0 V 42" 47.1 94.2 14114 188.5 73.8 147,7 210.0 : 210.0 53 -1/8" 80,2 120.9 150.7 g4.4 94,! 188.8 210.0 218.0 48" 44.7 893 134.0 178.7 1 704 1404 210.0 1 210.0 19 -1/8' 75,5 151.0 210.0 210.0 118.4 210.0_ 210.0 210.0 - - S4" sJJ 86.6 129.9 173.3 87.4 135.8 203.8 210.0 28 -1/2 56.5 117.1 175.6 21(10 81.7 183.5 210.0 210.0 :� i 24' 33.8 107.2 160.8 210.0 84.0 168.0 210.0 210.0 37` 46.9 93.8 140.6 187,5 73.5 146.9 210.0, 1 210.0 J& 30" 45.1 _90.3 735.4 180.5 703 1415 210.0 210.0 53 -118" 39.9 79.7 1193. 158.5 028 125.0 187.5 21-.0 v 32" 43.1 86.1 129.2 172.3 67.5 135 0_ _ 202.5 20.0 19 -1 /B' 8416 129.3 193.9 210.0 101.3 202.5 210.0 210.0 § '� 38` 72" 39.7 _ 79A 119.1 158.8 622 • 1244 186,7 21010 25 -1/2" 49,8 99.2 148.7 195.3 773 155.4 210.0 210.0 I g 42' 36,0 72.1 108.1 144,1 56 5 _ 9 : 169.4 210.0 37' 72" _ 39.0 _ 784 117.0 156 81,1 122.2 193.J 210.0 48" 333 67.0 100.8 134.0 52.5 10 5.0 1573 910.0 53 -1 /8" 32.0 64,0 95.9 127.9 30,1 100.2 150J 200.4 Z 4 84' 31.8 83.9 96.3 127.1 49:6 99.8 149.3 199.7 19 -1/8 60.7 121.9 182.2 89.2 _ 190.4 210.0 210.0 = 24' 44,7 89.3 134.0 178,7_ 70,0 � 140.0 910.0 210.0 28 -1/2 46.4 92.0 1393 21p,0 185.7 72.7 145.5 30' VIS5.0 4.8 111.9 149,1 _ 5d/ 116.9 1753 210.0 3Y 7B' 36,3 72.8 108 � 145.1 56.9 113.7 170.6 270.0 Z3 � N n � � 32" 0.9 106.4 1411 55.8 111.2 166.8 215.0 53 -1/8' 29A : 50,6 85.2 117.8 46.1 92.1 176.2 184.2 1a $ y� r7 36" 84" 97.5 129.9 811.9 101.5 152.7 203.6 28 42' .2 SSJ 87.9 118.7 45.7 91.4 137.1 t6P:9 PRE PUNCHED ANCHOR HOLES ? p 46 263 03.8 80,4 107.2 42.0 84,0 126.0 188.6 All OTHER HOLES 3. O 54" 25.1 50,2 753 tOO.3 39A 753 117.9 157.2 INNILLEb IN FIELD ( V �. J i 24" - 38:3 78,6 114.9 _15 60,0 12010 180.0 210.6 30" JLB - 63.5 98.3 127.1 49,8 99.6 149.3 199:1 - 32` 30.1 80. - 90, 120:6 47.2 _ 94.8 141.7 189.0 - SCREWS IN CLUSTER 38" 96' 274 55 _ .0 _ 82.5 109.9 _ _43.1 86,T Y29.Y I 172._3 c 1 4Y 243 49.0 73.5 , 9 &0 38.4 76.e 115.2 153.6 46' 223 44.7_ 67.0 89. 35.0 70,0 105,0 140,0 1X4 MULLION c$ 94" 20.7 41,4 62,1 87.9 32.5 04.9 97,4 128.9 SEE SH 8 Of 11 R � R 21 33.5 87,0 K100.3iUCO 525 105.0 157.5 210.0 C S 30` 273 55.3 7 43.4 86.7 130.1 173.4 ti 32' 188, 26.2 52.4 41,1 823 123.3 184.3 30' 23.8, 47.8 74.7 112.0 149.3 42' 21.1 42.2 33.1 88.2 99 132.4 19.1 38.3 - 30,0 80.0 90.0 120.0 I • • •• 24" 20.8 59.6 89.3 119,1 46.7 93.3 140, 186.7 •• •• o <m _ • • • • • • • • • 30" 24.8 49.0 73.0 98.0 76.4 78.8 115.2 193.6 t - • - -- - ..... - j - ' -- • ANC!:RS Of�. fvq OI• . 4 2x iN. 32 120' 23.2 46.4 69.8 02.8 38.3 72.7 108.0 _145.4 _ _ • • • • • 1 36' 21.0 4 - _63.1 84.1_ 32.9 83.9 98.6 13_13 I ~` ��R6 P4>'�UCTTICy�SEJIr• 731 42' 10.6 37.1 39.7 74.3 29.1 58.2 87.3 116.4 !'- 'M- - "-' -W R.4. K IOS57 1 1 ! >4 mmplyluµ wfeL 006 LUSTER Of 2, 4, 6 OR 8 ANCHORS CAN. 876 �,83.n' ,'gCzde t+i (SEE CHAM A80VE). ALL OTHER BUCK .0 ANCHORS AS PER SHEET 9. • a p (CLUSTER Of 8 BEING SHOWN) • • • • t1n drawing no. NO USTER OF (1 SCREW WHOLE PER SIDE) STANDARD. '• • L � rz r • • • • • L05 -04 i FJRRA HOLES MUST BE FIELD DRILLED IF REQUIRED. • • • • • • • ehee{ 1 of 10 ••• • • • • ••• • • MIAMhtaADE MIAMI -DADE COUNTY, FLORIDA • METRO -DADE FLAGLER BU)LDING . SU. BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLERCTREET; rfE ... 1603 *Soo:* PRODUCT CONTROL DIVISION ItAIA, ALORIDA.3.U30 -1563 . (305) 375-29Ud.*FAX (104 37- 6339 ....:. NOTICE OF ACCEPTANCE (NOA) www .maintidl:t*.Vov /buildtn2code : ... • : CGI Windows & Doors • 10100 NW 25' Street ... ..:..' Miami, FL 33172 ' S COPE: •••••• •' This NOA is being issued under the applicable rules and regulations governing the use of cAnstruc;M? • • • • • • • • materials. The documentation submitted has been reviewed by Miami -Dade County f rods t ContrOVD? rision ; ....: and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and 4ha? heas ' where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion with #373 Framing Member — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13, titled "Mullion Elevations and Details ", sheets 1 through 5 of 5, dated 11/25/95 with revision D dated 05/22/08, prepared by Al- Farooq Corporation, signed and sealed by 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. T 11MINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07 -0312.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0429.04 Expiration Date: April 26, 2012 Muun•oe►ne c Approval Date: Jane 26, 2008 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . 6666.. 6666.. .. 6666 A. DRAWINGS •••••• •••• •••••• 1. Manufacturer's die drawings and sections. • • ' • •' • • 2. Drawing No M95 -13, titled "Mullion Elevations and Details ", Sot l thrdqgh 5 5, ..... dated 11/25/95 with revision D dated 05/22/08, prepared by Al.&arooq Corp®vation, *0:00 signed and sealed by Humayoun Farooq, P.E. 06 06 60 600600 6666.. . . 00:0 B. TESTS • 6666 • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pft FBC TAS.202,94 ; •' ": 2) Large Missile Impact Test per FBC, TAS 201 -94 • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080- 0105 -08, dated 3126/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA- 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated February 12, 1995 signed and sealed by Hector Medina, P.E. (Submitted under NOA #02- 0123.07) 3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 96 -525, dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA#02- 0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al -Farooq Corporation, dated 4114/08 and 5/28/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. Manuel P ez, Product Control Vjpffiner NOA No. 0 &0429.04 Expiration Date: April 26, 2012 Approval Date: June 26, 2008 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 14, 2008, signed ;aled by � ; ; • • • • Humayoun Farooq P.E. 9 9066 0 0 0009 0 2. Statement letter of no financial interest, dated April 14, 2008, signo6 end seeW by • • : • • Humayoun Farooq, P.E. • • • • • • • • • • ; • 3. Laboratory compliance letter for Test Report No. HTL- 0080- 010SX9 issued bt '. Hurricane Test Laboratory, Inc., dated 3/26/08, signed and sealgd by Vinu h ; ; ; ; • • • • ; Abraham, P.E. '..' .. :••••: G. OTHER 1. Notice of Acceptance No. 07- 0312.03, issued to Construction Glass Industries Corporation for their Aluminum Tube Mullion with #373 Framing Member — L.M.I., approved on 06/14/07 and expiring on 04/26/08. Manuel Pe ez, E. Product Control EzaTWer NOA No. 08- 0429.04 Expiration Date: April 26, 2012 Approval Date: June 26, 2008 E -2 °- -2.OSS VENT MEMBER �ui 1-- zA75 --I, 100 CGI -36710 ? TV. .835 •1 �I .760 --- 1 - FRAME MEMBER oZ • L307 L5I0 I CCI -373 r P O L 1.623 T ._... _ -. d j LAW 2.965 2.215 .625 I �+ � I 1 FRAME MEMBER .h1 1 - - C01 -366 r y 608 36 378 I O p L(q FRAM Lr r L 3.0 CG-378 P.215 1 d ; •715 160 4.000 CGI- 37 MEMBER I LL YI L50a a aoD VENT MEMBER B7S SA00 e.000 3.000 1• -4.006 CGI -387 N 1,73 .125 J50 ALL MULLIONS: 6003 -T6 ALLAY, 1/8" TYP, WALL THICKNESS 1.621 MULLIONS GbNTAINING WINDOW FRAME MEMBERS AT EACH SIDE HORIZONTAL OR V RTI C Al.. o h- -4.000 CGI -397 SEE WIMM OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Z 6063 -T6 N 460 N M ® a w Z 63 a a L500 .100 ,875 J Q 1 U11iINUM TUBE MULLION ° �1 750 WINDOW FRAME MEMBER INCLUDED IN PROPERTIES USE WITH: t 1- FRAMING MEMBER #313 2- FRAMING MEMBER 386 + 387 O # # INSTRUCrI Ns: 3- FRAMING MEMBER #386 + 3871G ® ® VENT ALSO ANY COMBINATIONS OF ABOVE, USE CHARTS AND GRAPHS AS FOLLOWS. < gg CGI -J87IG ° S 6063 -T6 Si_P. 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 NOTES: FOR PARTICULAR OPENING. c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE STEP 2 USE CONNECTION OF WINDOWS TO MULUON AS PER m � MULLION ..CLIP REOUIRELENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCW0:NG PRODUCT APPROVAL. CGI -383 IiK01 VR.fN:IM HINTRICMIE ZONE (HVHE)- USING GRAPHS ON SHEET 2 k 3 SELECT MULLION SIZE F 6063 -T6 ALL GLALNG PRODUCTS USED WITH THESE MULLIONS MUST MEET THE STEP 3 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED id ° APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER IN STEP 1 ABOVE. INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. USING OR pN 2 J IIY • • r a - ry 6i STEP WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WFTH OESIGj! TN11NG 7FN L0�0 •o LOADS TO THE STRUCTURE IN S11P 1 �VBOVE • • • • • LU • • • � c c m u o •l26 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT STEP 5 CAPACITY OF frYAZ�If• PRQDUCjS L AYO WL • • ` TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). MUST EQUAL ?N 92 jLEQyIRLTl, L VS. • • • 2 -060 • • • • • • f ANCHORING CO THIS OTHER 114W DETAILS SHOWN IN THESE DES On • HU L ° f L ARE NOT PART OF F THIS APPROVAL FLA PPE E 16497 DUC4 RF th. ! 111 A LAUD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF - CA eomtrfYlMr, with tOs L°IerWt .N. ANCHORS INTO WOOD ONLY. NDsldi g Ca.!e h---- z.�O --I MATEINNS N MUON BUT NOT IAl11ED 70 S(EELJMETAL SCI�W$ THAT COME INTO • • • A '`T' » - •O • $ b CONTACT WITH OTHER 0155WILAR MNT ERIAIS SHALL MF):T THE REQUIREMENTS n OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. • • • 6 • _ • • : r owing no. • • • . LH;s• r,Oc YI.1u • -13 X195 I1P MULLION C • • • • • f 6063 -T6 TtI ESE MU ARE RATED FOR LARGE MISSILE IMPACT ghee/ l of 5 MULLION LOAD CHART MULLION LOAD CHART MULLION LOAD CHART {� V 1 x 2 TUBE MULL 1 . 3 TUBE MULL ice 54" 1 . 4 TUBE MULL T _. ..__._. NIX2-2 m M1 X3 -2 .. ..— — ... ._,.____ m MLX4 -2 .� N N N m e -5/8 MULL PAN m m ___..... .� 0 9 .`T1 m m 63" MULL SPAN s d in . .-� .y i O QG � D 6 0. m d m � d m 72" M L SP N • 1 < Y ' ti .a a am �m Q � m � — -- �� z~ — Oa •r NN W m 3` M L SpA w m ... 8' .. - UJ z m m 133 re m m 4^ m t 20 25 30 35 40 46 50 56 20 25 30 35 40 45 60 65 20 26 30 35 40 45 60 56 0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ui z as NM CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCATIONS I c z cup ANCHOR LOAD CHART 0 10 c v FRMZONTAL m 0 -6 /B �� MULLION m MULLION AND ANCHOR CHARTS 13 - - i N ON THIS S HEET APPLY TO 0 MULLION CONDITIONS SHOWN ON ® ELEVATIONS AT LEFT ONLY. MULLION GLIDING 54'. - PRODUCT a GLAZING GLAZING ` a. PRODUCT PRODUCT p CLIP . .. I. .. GLA PRO ANCHORS .. _. .. .. ........ ..o.r ..... 72y .... ._. _.. II I 63^ MULL AN 0 z m 4 ° c • $ fJ N w • • • f • • • • • • • 'w g G °g CUP I MUIUON (^ • f • • • • • • • -_ ANCHORS SPAN „� • • • • • • • • Wt W2 _ iBB' • • • • • • • QQ 9r DR, + ci 3 20 FLA. PE+ 10757OTIZIS`f !!EYl�uED I 3 m C.A.N. J535 mCm {c�ECR cr:.h Lx �l®:ieiR m I:i g nan k ve a 4 a b . TRIBUTARY WIDTH W! + W2 A25 • • • 2 ' O;y wing no. 20 25 30 36 40 46 60 56 • • • • F ` ` 0a3a r i " • �p TYPICAL MULLION ARRANGEMENTS TRIBUTARY WIDTH - INCHES P • • N• • • 5— 13 sheet 2 of 5 IS) TRANSOM MULL LOAD CHART m TRANSOM MULL LOAD CHART IM TRANSOM MULL LOAD CHART V N 1x2 TRANSOM MULL W 1.3 TRANSOM MULL (M 1.4 TRANSOM MULL T1X2 -1 T1X3 -1- - - -- TJX4 -1 O ._ ... - all V I Z w 4 NULL SPAR a � a. � C La 53' l SPAN a Iq _ _ 6 Z � � -j m S•1 /J' LL SPAN -J m J N V Z ., Z cn IL to O n m ID .... to 0, 74" O 07 BS" Cti m N N SS as � 7 to : N S 30 TRIBUTARY WIDTH m INCHES 80 30 TRIBUTARY Be WIDTH H INCHES Be 30 TRIBUTARY 0 WIDTH 0 INCHES t cn CONSULT CORR NOA y y p M FOR WINDOW ANCHOR LOCATIONS ApCNES TO SE INSCRIBED y C�al 3 INSIDE RECTANGULAR SHAPE Z MULUUOONNT� a ANCHOR LOAD CHART 3 Q ` -" - "- MULLION AND ANCHOR CHARTS GLAZING - ON THIS SHEET APPLY TO PRODUCT mr HORIZONTAL MULLION AND IT'S END ANCHORS ONLY. - — cn _ 5t 1 CLIP ANCHORS A14 RS Q m -- O J m GLAZING GLAZING L)-~+ 63" o o PRODUCT PRODUCT H i N fib tpULL SI AN 00 00* • • • • • e • 0 ._ ... _ • • • • • • • • u o 0. 67 • • • • • • • • w Zi •• • • • •• 1 B I MUUJON SPAN _ I -- �a PR,ODUCT AE4ISSD •ti3 // r twnpFjloS aNh the DbH4A ' � m CAN.bSJ9 BnYDeSC Ne ,Q�- �' V7 • • I&>rptro6lse 2f1J? 8 7i WI + W2 • TRIBUTARY WIDTH : Ces • • • Z 20 30 40 s0 60 70 80 • • mde ttgti"fi�1q�' • • awing no. TYPICAL MULLION ARRANGEMENTS TRIBUTARY WIDTH - INCHES 1� 1 �' • I pAk e •� • M95 -1 sheet 3of 5 I I I ALUM CHANNEL MULLION MULLION �• ^� I i i j - i t' X 3 YO 1 FIT SNUG /8" l'Y I TYPIC 2 PER CUP I I I INTO MULLION -jr �__ n ' ______ ---------- 0 I I d I d ACCESS HOLE \1 �z %ZCHA S.M.S. g �I L6 Jj 1 Y�� fGG�ull ,i rTUBE MULLION Q r g od � OR STRUCRIRES METAL 0 STRUCTURE ------ ------- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I I j I I MULLION /t4 X J/4 PH SMS j t PER CLIP AT 1112 T 1X3 MULLION TUBE MULLION 7 ! TYPICAL ANCHORS I 2 PER CLIP AT 10 MULLION I I I I I Z PER CUP I O ANCHOR DETAIL #1 fn I; MULLION I .... d I 1 TYPICAL ANCHORS: 1 15 p ter WooO B I INT TAIPC W00D BUCKS OR Z� R ° 4 v WOOD STR RES 4 '. ° •Q I I NTO A" UCTU T d' $ = MIN. PENETRATION INTO WOOD .I THRU 1 BY BUCKS INTO CONC. OR MASONRY v W e s d 4 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY � 4 * r , ., �JRU i BY BUCKS INTO CONC. OR MASONRY a �4 DIRECTLY INTO CONC. OR MASONRY ] tf ° 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY OFFSET. CLIP OPTION j14 $Mc OR SEL DRILLING a REpic_ g INTO METAL STRUCTURES c 51 STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) I I I I .'._ (STEEL IN CONTACT WITH ALUM. TO BE PLATED OR PAINTED) MULLION I i I MULLION I I TYPICAL ANCHORS I I I TYPICAL EDGE DISTANCE __ - ___ - -_ 2 PER CUP _ I I I INTO CONCRETE AND VASW" - d MIN. • • • • • 0 - - - - - - - i INTO WOOD STRUCTURE - 1 "•MIN& • • s • • • d a ll q I INTO METAL STRUOIfURE - 1/At" MIA! • • • • • ° c ° ° J I zm • • • • • • • • u , r STRUCTURES � PRODU REVISED Bvrllh th k'brW6 — .. °:. 4. 'd .D d. T CAM 3538 T ...' :..::. .. .. .::. ode o I C 1.\ i ` I a I Acayuynce N '° 12 b °' 4 \. •• T4 • .1 win no. PRECAST CONC. 8 .- � ° • •df 9 DIRECTLY INTO CONC, OR MASONRY • • • ;A� -13 abeet 4oP 5 � WIN, L V.` 1 PER ANGLE I -R '" - -'�... �_��__ �_ ____�_..__,� Z ___ � /- PER ANGLE � - 0 1 i A METu STRUCTURE _M'+ICAL ANCHORS Q rye a 1 PER ANGLE I 3 g WOOD BUCKS OR WOOD STRUCT INTO METAL STRUCTURES � x n u X11 ANCHORS ER ANGLE d 1.250 HIN. p- .. • PRELAST�CONC. a .n DIRECTLY INTO CONC, OR MASONRY Q o dz S w Z �C4 • •• • • • • ••• • wrou PROOUCtI Nevls� 11N 1 3 E 10557 Cam• w7161YC iMr6de 3 .AN. 3538 mot. • • AtKp10a� Nr � � � $ 71 • • Q � �O di • Ahawing no. • . •• • riti5 -13 ah••t 5ot 5 ••• • • • • ••• • • • • • • • • • • ••• • • • ••• • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 135803 Permit Number: WS -10 -09 -1727 Scheduled Inspection Date: February 22, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: DUCASSI, JESUS Work Classification: Window /Door Replacement Job Address: 1254 NE 100 Street Miami Shores, FL Phone Number Parcel Number 113205009004 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Phone: 305 -513 -0705 Building Department Comments INSTALLATION OF IMPACT WINDOWS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 135583. No Access, spoke to L son no one home to help. NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 19, 2010 For Inspections please call: (305)762 -4949 Page 10 of 18 7300 S.W, 105 'rERRAGE s MIAMI. FLORIDA 33156 -3841 JANUARY 17, 2010 MIAMI SHORES BUILDING DEPARTMENT RE: DUCASSI RESIDENCE, 1254 N.E. 100 STREET, MIAMI SHORES, FLORIDA DEAR SIR, THE WINDOW MULL CLIPS INSTALLED WERE DONE SO IN ACCORDANCE WITH THE PRODUCT APPROVALS SPECIFIED IN MY DRAWINGS DATED 10/13/09 AND ARE INSTALLED AT THE FOUR LOCATIONS LABELED A /I, C/I & F /I. WINDOW BUCKS, CONSISTANT WITH THE BUILDING STRUCTURE, WERE INSPECTED IN PROGRESS AND WERE ACCEPTABLE. THE STATEMENT MADE IN THIS REPORT RELIES ON MY PERSONAL PRIMARY VISUAL INSPECTION AND FURTHER INFORMATION PROVIDED BY THE CONTRACTOR OF RECORD. AS A ROUTINE MATTER, IN ORDER TO AVOID POSSIBLE MISUNDERSTANDING, NOTHING IN THIS REPORT SHOULD BE CONSTRUED DIRECTLY OR INDIRECTLY AS A GUARANTEE FOR ANY PORTION OF THE STRUCTURE. A SPECIFIC LIST OF ALL PROPERTY AND COMPONENTS IS NOT INCLUDED, FURTHER DETAILED AND INVASIVE INSPECTION WOULD BE REQUIRED TO FULLY ASSESS THE CONDITION OF ALL BUILDING SYSTEMS AND COMPONENTS. IF YOU NEED ANY FURTHER INFORMATION, PLEASE FEEL FREE TO CONTACT ME. SINCERELY, GEORGE JENETOPULOS FLORIDA ARCHITECT 14185 (305) 663 -2991 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 132192 Permit Number: WS -10 -09 -1727 Scheduled Inspection Date: December 29, 2009 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: DUCASSI JESUS Work Classification: Window /Door Replacement Job Address: 1254 NE 100 Street Miami Shores, FL Phone Number Parcel Number 113205009004 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Phone: 305 - 513 -0705 Building Department Comments INSTALLATION OF IMPACT WINDOWS Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP- 127434. t,(e_ ,t,,1(t C,4_ eati 4c c�, to Failed b" C. - Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2009 For Inspections please call: (305)762 -4949 Page 14 of 18