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WS-11-1327d A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162387 Permit Number: WS -7 -11 -1327 Scheduled Inspection Date: August 03, 2011 Inspector: Bruhn, Norman Owner: RASMUSSEN, CELESTE Job Address: 9454 NE 4 Avenue Miami Shores, FL Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060136050 Phone: 954- 979 -2137 Building Department Comments WINDOW REPLACEMENT 2 IMPACT WINDOWS Inspector Comments Passeyis.:9.4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 02, 2011 For Inspections please call: (305)762 -4949 Page 35 of 47 A� °® CERTIFICATE OF LIABILITY INSURANCE DATE 02/18/DD/YYYY) 02/18/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 1- 404 - 995 -3000 Marsh USA, Inc. homedepot. certrequest®marsh. coal Two Alliance Center, 3560 Lenox Road, Suite 2400 Atlanta, GA 30326 Fax (212) 948 -0902 CONTACT NAME: PHONE FAX (A/C. No. Ertl: (A/C. No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Steadfast Ins Co 26387 INSURED THD At -Home Services, Inc. d /b /a The Home Depot At -Home Services 3200 Cobb Galleria Parkway Suite 200 Atlanta, GA 30339 INSURER B Illinois Natl Ins Co 23817 INSURERC: 03/01/12 INSURER D: $ 9,000,000 INSURERE: $ 1, 000, 000 INSURER F : $ EXCLUDED COVERAGES CERTIFICATE NUMBER: 19823799 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR R TYPE OF INSURANCE ADDL SUBR y /, POLICY NUMBER POLICY EFF M/DD POLICY EXP M/DD LIMITS A GENERAL X UABILI Y COMMERCIAL GENERAL LIABILITY GL04887714 -01 03/01/11 03/01/12 EACH OCCURRENCE $ 9,000,000 DAMAGE SES (Es occurrence) $ 1, 000, 000 MED EXP (My one person) $ EXCLUDED I CLAIMS -MADE X OCCUR X X LIMITS OF POLICY XS PERSONAL BADVINJURY $ 9,000,000 GENERAL AGGREGATE $ 9,000,000 OF SIR: $1M PER OCC PRODUCTS - COMP/OP AGG $ 9,000,000 GEN'L X AGGREGATE POLICY LIMIT APPUES PER: PRO- LOC $ AUTOMOBILE — _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Es accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA W!B EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION$ B WOR►a:RSCOMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICER/MEMBER EXCLUDED? N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC061967354 (FL) 03/01/11 03/01/12 X TOORYLIMITS ER E.L. EACH ACCIDENT $ 1,000,000 EL. DISEASE - EA EMPLOYEE $ 1, 000, 000 EL. DISEASE - POUCY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, U more space Is required) BOYSIE GANGA RAMDIAL - CRC046858 TIMOTHY DALE BOLING - CRC1327831 BOYD A LIPHAM - CCC1325818 EDWARD LYNN GUILLORY - CGC1507093 QUINN M ROBERTS- CCC058327 EDUARDO ESCUZA - CGC1518835 MICHAEL JAMES HOLEVA - CCC1325540 WORKERS COMPENSATION IS COVERED IN THE STATE OF FLORIDA CERTIFICATE HOLDER TION MIAMI SHORES VILLAGE BUILDING DEPT. 10050 NE 2 AVE. MIAMI SHORES, FL 33138 USA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (�_r,_2:; !! ACORD 25 (2010/05) Jthornton_hd 19823799 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD -7194,44ActA- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2oc% Permit Type (circle uild g) Roofing JUL 2 2011 Permit No. i s- 11- 1 3 2- Master Permit No. Owner's Name (Fee Simple Titleholder) ATE IU L).. Phone # 3OS Lf ® 121 L Owner's Address 6145/1 A-pa1� City State ft_ Zip Z1 Tenant/Lessee Name iib Phone # Job Address (where the work is being done) 114511 136 FvL City Miami Shores Village County Miami -Dade Zip 3138' FOLIO / PARCEL # 1 - 32 13 — be Is Building Historically Designated YES NO Contractor's Company Name NertY6 DCror 11114=c .E.R01 c6 Phone # qi-i-Y - 3 0 - Oe I Contractor's Address atvet0 6.-1'n t h-O Pad ZD® City flT State OA Zip 30331 Qualifier Name St. 0101.... Phone # 9114 - 3(c, - O8 ' I State Certificate or Registration No. C.P.00 (card Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ a j 1 & I �P Phone # Square / Linear Footage Of Work: 10 of Type of Work: ❑Addition )Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 10100 =, geffiKer �- CoT * * * * ** ** * ** * **** **000 * * * * ** ** * ** * * *** **Fees * * * ** � ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /d Q lj CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) b Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) t <(k Mortgage Lender's Address City State Zip i'I.:_iil 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 app f d and a reinspection fee will be charged. Signature Ownergen The foregoing instrument was acknowledged before me this i The foregoing instrument was acknowledged before me this th day of ZLll -5 , 20 l ', , by Retl a�4 &41-4 r , day of C kdge r" , 20 t , by who is personally known ',me or who has produced it- who is ersonally kno to me or who has produced 171- As � ~ ntification and who did take an oath. as identification and who did take an oath. 4-1:!%, W NWA LORALES NOTARY PUBLIC: NOTARY PUBLIC: * MY COMMISSION t EE 079312 EXPIRES: April 11, 2015 d>,iii o F,s, Bonded ThN Budget Notary Swims Signature Contractor Sign: Print: My Commission Expires: Sign: Print: 61.1 . :tea My Commission Expires: 'IAN 1 HA gAAA • .1,. STATE OF FLORIDA Comm# EE017887 Expi 10/25/2014 * * * * * * * * * * * * * * * * * * *** ** ***** * * *** * * * *** * *** x* ******* *** **** ****:******** ****** ** :** **:x******** ** ** * * * ** *** APPLICATION APPROVED BY: (Revised 07/10107) Plans Examiner Engineer Zoning LIMITED POWER OF ATTORNEY BE IT KNOWN, that gA, rs . l.L'- tt5V. ( "Principal) has made and appointed, and by these Home Services, Inc, d/b/ Home Depot presents Att Home Services dannd/or int � ent 0--4 w� hum/ her and in his/her name, place and stead, for the following g specific and limited purposes true and lawful Attorney -in -Fact for To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, o � � specific and limited purpose f obtaining pe it for home ,movements on behalf of the homeowner(s) 1 ' ' r r / s ° and for the_property located at P —711 /iii ' giving and granting said Attomey -in -Fact, full power and authority to do and every act and thing whatsoever necessary perform all and premises (set out hereinabove) as fully, �� �� and purposes, and about the specific and limited premises p , as might or could be done if Y present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 20 day of Signed ` 1. u in, , elivered in the presence of: 4 4001, ,'Witness '!'-incipal Witness STATE OF IL COUNTY OF s I, H %ui Notary Public in and for the State of Florida, do hereby certify that $S'. , who is either , - provided (,. . � `, on, appeared before me day in erson and acknowledged that he/she signed, sealed and delivered the said instrument as 't' er free and voluntary authorized for the uses and purposes herein set forth. VEN under my hand and official seal this 20 / 9 . iii' day LUIS FERNANDEZ MY COMMISSION # EE014730 EXPIRES August 05, 2014 153 RoddaNa _. SeMCe.00m Permit Authorization 5 -20 -08 THE HOME DEPOT -AT HOME SERVICES WINDOW AND DOOR INFORMATION SHEET JOB# 5692054 NAME: Pettis Opening Location No Location Corner Zone or Interior PRODUCT ACCEPTANCE NUMBER Style PRODUCT APPROVAL APPROVED REQUIRED OPENING DESIGN PRESSURE MAXIMUM TESTED SIZE Window Opening Dimension MULTIPLE WINDOW MULLION REQ. ARE SHUTTERS REQUIRED ( +) PSF ( -) PSF ( +) PSF ( -) PSF Wdth IN Height IN Wdth IN Height IN 1 4 11- 0405.10 SH 64.00 80.00 46.50 50.40 53 76 36 7/8 38 1/4 N/A NO 2 4 11- 0405.10 SH 64.00 80.00 46.50 50.40 53 76 36 7/8 38 1/4 N/A NO SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD= PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN = AWNING SUCI.IFCT TO COMI'I IANCE WITH ALI STATE AND COON I HUI FS AND RE BLDG DEPT ZONING DEPT APPROVED Miami Shores VIIIi co ks-) DATE I 1 OF 1 C=2C 1111 io ono ,A4414,...= **2,LE CUSTOMER NAME 11.4 WINDOW DIAGRAM SHEET JOB # • • Mr. DUO P &Ifs q4q pie gid Airefitg yogi eP3i. 3313 x 11--3gcV • ipt&-;.,664.1-0 ku C/9350 for ••••••■•46 x • • • • • • • • x • • • • • • x x x. . X . • . . X 6-02-05 SFC-R Mean Roof Height . . 7. •X • , Roof Slope ,// Mean Roof Height V Building Width Building Length X. . X . FLORIDA BUILDING CODE 2007 - ASCE/SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 " z4 z5 0-15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.5 46.1 56.7 49.0 53.2 62. 16 -20 45.2 48.9 60.2 49.4 53.5 66.1 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA:110 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 55.2 59.8 73.6 60.3. 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONROE COUNTY Roof Slope (h) MEAN ROOF CO" \ ilEIGHT e °q �r V_ chit,� \ac �J`9 a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW '1 EN6CO,Inc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 E -mail: Engco@AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/23/2011 4 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 w wv.miamidacle.aov,building This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herei and has been desi , ed to comply with the Florida Building Code, inclu ' Hurricane Zone. ESCRIPTION: Series "SH -700" Aluminum Single Hung Window - L.M.I. OVAL DOCUMENT:' Drawing No. 4040-20, titled "Alum. Single H , ' ow, Impact", sheets I throe . • , r , prepared by manufacturer, signed and sealed by Robert L. Clark, P. E., bearing the Miami-Dade County Product Control Revision stamp with the the Miami -Dade County Product ection. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • ri rs Or Protection Devises shall be required for Glass Type "M" at installations above 30 Ft. above ground. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series 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 No. 11-0128.03 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 14 h NOA No. 1 1- 0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 09/01/2005, with revision "C" dated 04 /01/2011, prepared by manufacturer, signed and sealed by Robert L. Clark, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per 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 an aluminum single hung window, with fm frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4958 and FTL- 5063, dated 10 /03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. • (Submitted under previous NOA No.07 0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07- 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4649 and FTL -4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) E -1 Jaime D. Gascon, ': E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) 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) Small 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4947 and FTL -4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05- 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 12/18/2006, prepared, signed, sealed and dated 01/11/2011 by Robert L. Clark, P. E. Complies with ASTM E1300 -04 (Submitted under previous NOA No.11- 0128.03) D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. 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. E -2 Jaime D. Gascon T ?E. Product Control Section Supervisor NOA No. 11 -0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance with the FBC-2007, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 2. Statement letter of no financial interest and conformance, dated April 03, 2011, signed and sealed by Robert L. Clark, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL -4958, "1'L- 5063, FTL -4645, FTL -4649, FTL -4723, FTL- 4947, FTL -4650, FTL -4948 and FTL -4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmund() Largaespada, P. E. (Submitted under previous NOA No. 07- 0322.06 and 05- 1018.01) G. OTHERS 1. Notice of Acceptance No. 11- 0128.03, issued to PGT Industries for their Series "SH- 700" Aluminum Single Hung Window - L.M.I. ", approved on 03/10/11 and expiring on 03/23/16. E -3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11- 0405.10 Expiration Date: March 26, 2016 Approval Date: April 21, 2011 I A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. -GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE .MAXIMUM PVB INTERLAYER. C. 6/16" LAMI CONSISTING OF (2) LITES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/18" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 718° LAMI CONSISTING OF (1) IJTE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/K EEPSAFE MAXIMUM PVB. F. 7/16° LAMI CONSISTING OF (2) UTES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16" LAMP 10: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. A H. 13/16° LAMI IG: (1) LITE OF 1/8° TEMPERED, GLASS, AN AIR SPACE AND 616° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) UTE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER 1.13/16° LAMI IG: (1) LITE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 6/16° LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER J. 13/16" LAMI 143: (1) UTE OF 1/8° TEMPERED GLASS, AN AIR SPACE AND 7/18° LAMI CONSISTING OF (2) LITES OF 3/16° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116° LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) UTE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L 13/16° LAM IG: (1) LITE OF 1/8° TEMPERED GLASS. AN AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16° LAMI IG: (1) UTE OF 1/6°ANNEALED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) UTES OF 1/8° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: "OX° (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4. ANCHORAGE: THE 331(3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL- 4845, FTL- 4648, FTL- 4047, FTL.4848, FTL -4849. FTL.4650, FTL- 4651. FTL-4723, FTL-4957, FTL -4858 AND FTL -51M3. ANSUAF&PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS, 2 DESIGN PRESSURES._3 ELEVATIONS-- ......... 4 VERT. SECTIONS 5 HORIZ. SECTIONS6 PARTS UST._.._.._ ..... 6 EXTRUSIONS. 7 CORNER DETAIL ..... ..,._7 ANCHORAGE-..... 8-11 Rawl /3p Jlt. FJG famadex FJC 04101111 17183498 /8098 R B A 0HANSED GAP GLASS TYPE TO TEMPERED FROM KS CHANGE NOTES $ & 7. ADD NOTE 8 ACID GLASS 7173E TO NOTE 1. GLAZING OP7TONS ADD FR-4?2370 NOTE 7. Owen Bp FJC Dew GlbedsiW Dew I 2/3/07 1070 TECHNOLOGY DRIVE NOKOMIS. F104276 P.O. BOX 1520 NOKOM IS, FL 50274 BST Ha+ Better GENERAL NOTES tBR ALUM. SINGLE HUNG WINDOW, IMPACT adwiewe 8100 l aka d11 4040 .20 18.4C 112" NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5✓18" NOM. 5/16" LAMINATED GLASS 4:r 3/10° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16" LAMINATED GLASS ® NOTE: LAMI IG OUTBOARD UTES MAY BE UPGRADED TO 3/18° WITH NO CHANGE IN DESIGN PRESSURE. C] EXTERIOR INTERIOR[ (ALL SECTIONS) 0 1,87,88 or 92 mil 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BITE 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER -+- -118" ANNEALED OR HEAT STRENGTHENED GLASS • 6116° LAMINATED run or"ve 118° ANNEALED OR TEMPERED 13/16° NOM. 13/16° LAMI IG GLASS W/ 5/16" LAMI 3LASS 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7116" LAMINATED AIR SPACE U8" TEMPERED GLASS® 13116" NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI NO CHANGE 7HIN SHEET 7 1070TE0 QQOLOBYDRIVE NOXOMIS, FL34275 P.Q 89X 1ERI NOKOMIS, FL NM PGT Visibly Bet GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT arm I Full 12 a 11 I 4040 -20 Robert L Clink, P.E. • PE #39712 Skunking 111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION A BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 68" 68" 70" TABLE 'I. 72" 74" 78" 48' A.B.M ® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 80" 82" A,B,M A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 +80.0 - 80.0 +80.0 -80.0 +50.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -78.9 831/8" A,B,M +80.0 -80.0 +80.0 -80.0 +79.8 -79.8 +78.2 -78.2 +76.9 -78.9 +75.4 -76.4 +74.0 -74.0 UP TO 531/8" +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD BASED ON VIEW & RADIUS TOP FLANGED WINDOW GLASS TYPE FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION ® TABLE 2. TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH 38 3/8" 44" 60 018" 83" 7r 74" 78" 48' A,B,MJ +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 50" A,B,MA +80.0 -80.0 +80.0 - 80.0 +80.0 -80.0 +79.9 79.8 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 82" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +88.8 48.8 +87.8 -67.8 63 118" A,B,M® +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +75.0 -75.0 +88.0 48.0 +88.7 -88.7 +85.5 -06.6 UP TO 831/8" C,D,E,F,G,H.I,J,K,L +80.0 -80.0 +80.0 40.0 +80.0 40.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH o 78" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASS TYPE 17118" 2211118" 28 3/18" 33 3/4" 39 6116" 4413118" 60 318" 8618/16" ^ - +80.0 1 -80.0 I +80.0 1 -80.0 I +80.0 1 -80.0 I +80.01 -80.0 I +70.0 1 -70.0 I +70.01 -70.0 I +70.01 70.0 I +70.0 1 -70.0 TABLE 3. 63 118" D,E,F,J,K,L GLASS TYPES: TEST REPORTS TABLE 4. A. 8116° LAMI- (1/8"A,.080,1/8"A) FTL-4847, 4848, 4723, 4957 B. 5/18" LAMI - (1 /WA,.090,1/8"HS) F'IL- 4647, 4948 C. 611W LAMI - (1/8"HS,.080,1/8"HS) FTL- 4847, 4848 D. 7118 LAMI - (3116"A,.090, 3116"A) FTL-4845, 4885 E. 711W LAMI - (3!16"A,.090, 3/1WHS) FTL-4845 F. 7/16° LAMI - (3/18"HS,.090, 3/16118) FTL -4845 G. 1311W LAMI 10 -1/8" T, AIR SPACE, 5/16" LAMI - (118 "A,.080,1 /8"A) FTL -4848, 4723 H. 13/16" LAMI 10 -1 /8" T, AIR SPACE, 5/18" LAMI - (1/8"A,.090,1 /8 "HS) FTL -4848 I. 13118" IAMI tG - 1/W T, AIR SPACE, 5/16" LAMI - (1/WHS,.090,1 /8"118) FTL -4648 J. 13118" LAMI 10 -1/W T, AIR SPACE, 7/18" LAMI - (3/16"A,.080, 3/1WA) F1L -4849, 4850 K. 13/18" LAMI 10 -1/8" T, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/18118) FIL-4849, 4850, 4958 L. 13/18" LAMI 10 -1/8" T, AIR SPACE, 7/18" LAMI - (3/16"H8,.090, 3/16"HS) FTL-4848, 4850 M. 13/16" LAMI 10 -1/WA, AIR SPACE, 6/16" LAM] - (1/8°A,.080, 1/8"A)A FTL -5063 I I "O" MEETING RAIL I I °C" MEETING RAIL "X° L "O" MEETING RAIL S/�SH ® MINUS. SASH HT. NOTES: 1. W INNED$OWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE CIF +A4 (1 PAP OR I OWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN P 2. Ft51i NTEARE GRAL O puRp FIN WINDFE W DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. IL 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818" MINIMUM TO 38" MAXIMUM. PRODUCyITn-gREVISED Buidi�ngCodowUhuta Florida "GPM= No Dab :Product Conra, ■.X-7 /J: C CHANCED CVIP MASS 1YPE TO TEVIPERED FROM MI Ode (*aim* UPDATE TOASIATE13d002RE MOVESWVIEWSASHHTREFTA&E2 11119= B CUSTOM FORMAT DP& ADD INT. FRG UPDATETEBTNOS A ADDER-MO TO MASS TYPES AMMO. 1070 TEOIB4OLO0Y DRIVE NOKOMIS,FLUCL73 P.a81;0c163 NOKOMS, FL84874 d 111: ViWfb$ Eentr DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 8/000 INTS 13 a 11 j��4040.20 'RI F SEE DLO TABLE SEE DLO TABLE (MAX.) r �"''49 6/8° MAX. FIXED I DLO (ALL) I 531/8° MAX. FLANGED WIDTH 521/8° MAX. I.F. WIDTH MI 2 A I 75° MAX. I.F. I A D..I HEIGHT SEE DLO TABLE 38 7/16° MAX SASH HEIGHT MAX. ® 78" FLANGED HEIGHT 481 MAX. VENT DLO (ALL) DETAIL A 1/1 T SEE DLO TABLE 1 SEE DLO TABLE B 0 j DETAIL 75° I.F. HEI MAX. G HT 7®8" h FLAN HEI X j A SASH HEIGHT 34 3/16° B B� DETAIL D VIEW (CUSTOM SASH) 3ED HT 0 j ii SEE DLO TABLE X j 76° MAX. I.F. HEI BHT SEE DLO ® TABLE 78° MAX. FLANGED HEIGHT SI1 N. 4 DETAIL B VIEW (STANDARD SASH) E DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEETS FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. SEE DLO TABLE S 76° MAX. I.F. HEI eHT ® MAX. FLANGED HEIGHT NO 4 DETAIL C RADIUS TOP (STANDARD SASH) VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2" 34 3/16° B 41 5/8" 41 1/4" C 41 1/4" 40 7/8" D 62 5/8" 62 11/18" E 521/4° 625/16" SASH LOW HIGH DETAIL SILL SILL A 341/2" 34 3/18" B 27 7/18° 271/8" C 27 7/16" 27 1/8" D 183/8° 15 3/4° E 183/8° 163/4° TABLE 6. Raider J.R. JC Orte 04!01/11 C NO CHANGES THIS SHEET Oen 1149100 B iteskar A seekueerc J.J. ADD INTEGRAL R4(LF) VERSION, CHO. NOTE &ADD NC7E4. nomad Br FJG em RIC Oats 1/2456 Dew 91145 NO CHANGE THIS SHEET 212(1/07 10701ESHNOLOW DRIVE NOXOMIS. FL 84276 P.O. BOX 1629 NOXOMIS, FL 84274 Ic �T VLWlbly Beater ELEVATIONS ALUM. SINGLE HUNG WINDOW, IMPACT lidtaftesaellimo 1 vts l 4 11 �`& 4040-20 C Robert L. Clark, PE. PE #39712 SWdOtal MAX. HEIGHT INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)8" FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16) MAX FIXED UTE DAYLIGHT OPENING 2.710' MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE OUTSIDE MAX VENT DAYLIGHT OPENING HIGH SILL LOW SILL HEAD PRODUC�TRgBVISED HufCoeowit6lke WW1" Amep1a wNo (I No 2.330" (LOW SILL) SEE NOTE ABOVE 04/09/11 C SECTION B-B (LOW SILL SHOWN) NO CHANGES THIS SHEET ULTRALIFT ONLY 2.848° (HIGH SILL) .10 to Raw to P.." yep F." Mtn WISES ben VAIN Walser a Rokkesx A ADD LF. SECTIONS 8 CONSOLIDATE BAL. COMPONENTS NO CHANGE THIS SHEET ono,, 0/1/05 J.J. X17 I ALTERNATE HIGH SILL 1010 TECHNOLOGY DROVE NOME%P1.34270 P.0.1192 1629 NOKOMIS, FL 84274 ULTRALIFT ONLY SECTIONS SECTION C -C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) ALUM. SINGLE HUNG WINDOW, IMPACT Sidoofficdok 871700 Half nmana 5 sat I 4040-20 C Robert L Clark, RE. PE 009712 SiruarmeR ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1155 #8 X1.000 QUAD PN. SMS 781P0A 3 4003C FLANGE FRAME SILL (LOW SILL) 812228 6 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1828 8 4004 FLANGE FRAME JAMB 812227 7 4026 SASH STOP 812244 8 4025 SASH STOP (EGRESS) 1.125 LONG 812244 0 4029 SPIRAL BALANCE, 3/8°, 6/8 °, OR 11/18° 10 1080 BALANCE COVER, 3/8" OR 5 /8° 8BALCVR918 11 C. GLASS, 6/18° LAMI, (118'415,.090 PV13,1 /89HS) #8 X.760 PH. PN. SMS 7834M 12 E. GLASS, 7118° LAM, (118°A.090 PVB,118°HS) BALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1088 SASH TOP GUIDE 42604 16 I. GLASS, 13/18° LAM 10;1 /8°T, AIR SPACE, 5/18" LAM, (1 /8°HS,.090 PV8,1/8°HS) #8 X1 PHILLIPS FLAT HEAD S. STL 78X1FPAX 18 1080 -1 BALANCE COVER, 11/18° 8BALCVR870 17 4053 SASH STOP COVER 84053 18 4029 -1 SASH BRACKET 7ULBRKT 19 #8-32 X1/2° LG. PH. FH. TYPE F S. S11. 7832X12FPFX 21 40646 FIXED MEETING RAIL 840646 23 40080 SASH TOP RAIL 64008 25 1235 WSTP. „170 X.270 BACK, FIN SEAL 67S180 28 1098 SWEEP LATCH 71008 27 1018 #8 X.826 PH. FL. ISMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 812230 30 1228 WSTP., BULB VINYL 8TP249 31 4008 SASH SIDE RAIL 812231 34 1288 SASH FACE GUIDE 42601 36 1822 LAMASETTING BLOCK 3/32 °X26184 °X1° 71622K 36 1062 LAM 53 SETTING BLOCK 1 °X3/4° X1118” 71062K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1226 VINYL GLAZ. BEAD BULB (THIN) 8TP248K 41 40395 GLAZING BEAD, 5/18 LAM. GLASS. 84039B 42 4044B GLAZING BEAD, 6/16 LAM W/GRILL KIT 844703 44 4222A GLAZING BEAD, 7 /18" LAM 84222 48 9850 GLAZING BEAD, 7118° LAM W/GRILL KIT 8985 48 4067 GLAZING BEAD, 13116" LAM LG. 64087 47 4071A FRAME, I.F. HEAD 84071 48 4072A FRAME, LF. LOW SILL 84072 49 4073A FRAME, I.F. HIGH SILL 84073 60 4074B FRAME, LF. JAMB 84074 62 4009 SILL LATCH (EGRESS) (LOW SILL) 784008 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 82740 65 1014 SCREEN FRAME (HOR. & VER.) 81014 68 1830 SCREEN CORNER KEY WIRINGS 71830 67 ' 1831 SCREEN CORNER KEY W/OUT RINGS 71831 58 1073 SCREEN SPRING 7CASP 69 1824 SCREEN SPLINE- .136DIAFOAM 61624K A ITEM DWG.# DESCRIPTION POW 80 1836 SCREEN SPLINE -.135 DIA HARD 61835K 81 SCREEN CLOTH 81818 83 505 GLAZING CHANNEL (.688 X.600) 8633402 84 1181 #8 X1.000 PH. BUGLE TEK 708X1 87 GLAZING TAPE, 1 /18X112.7 /18LAMA 828V1510 88 4051A SASH BOTTOM RAIL (HIGH SILL) 84051 89 4050A FLANGE FRAME SILL (HIGH SILL) 84050 70 SILICONE, 00W 899, 995 OR EQUIV. 80 A GLASS 6/18° LAM, (1/8°A.000 PVB,1/8 A) 81 B. GLASS, 8/18° LAM, (118 A,.090 PVB,1 /8°HS) 82 C. GLASS, 6/18° LAMI, (118'415,.090 PV13,1 /89HS) 83 D. GLASS, 7/18° LAM, (1/8°A.090 PV8,1/8 P 84 E. GLASS, 7118° LAM, (118°A.090 PVB,118°HS) 85 F. GLASS, 7 /18° LAM, (1/8°HS,.080 PVB,118°HS) 88 G. GLASS, 13/18° LAM 1G; 1/8'T, AIR SPACE, 6/18° LAM, (118°A.090 PV8,1B°A) 87 H. GLASS, 13/18° LAI/I 10;1 /8'T, AIR SPACE, 5/16" LAM, (1/8°A.090 PVS,118°H8) 88 I. GLASS, 13/18° LAM 10;1 /8°T, AIR SPACE, 5/18" LAM, (1 /8°HS,.090 PV8,1/8°HS) 89 J. GLASS, 13/1 0" LAM 1G ;1 /8°T, AIR SPACE, 7118° LAM, (3118°A.090 PVB,3/18 "A) 90 K. GLASS, 13 /18° LAM 1G;1181*, AIR SPACE, 7/18° LAM, (3/18°A,.090 PVB,311 8°HS) 91 L. GLASS, 13/18° LAM 10;1 /8"T,AIR SPACE, 7/18° LANG, (3/18°HS,.090 PV8,3/1 8°HS) 92 M. GLASS, 13/18° LAND 1G ;1/8A AIR SPACE, 5/18° LAM, 1/8°A.090 PV13,1 /8° O47 FRAME, I.F. HEAD #4071A, 8083,T8 FRAME, .F. LOW SILL 04072A, 8083-T8 2. 7.1 2.374 L.062 NOM THICKNESS FRAME, I.F. JAMB OFRAME..F. HIGH SILL A #40746, 8063 -T6 ® #40T3A, 6083.78 (USED AS RADIUS TOP HEAD) Rn ore Raft= JJS 01101111 C CHANGED CAP GLASS TYPE TO TIMPERED M MMHS AK. 10&86 7tsvr0°e B Ronny Oft AK MOO Draw* vex RIC 0/505 a,A a NO CHANGE THIS SHEET eisakedito 7I 2 ADD LA FRAME IT EMS 47 44�49AND60 UPGRADE DEW 21 ADDSTEM#2 END. P71QIJSIEMS74 819 1070TEICHNOLOGY DRIVE ROKOMIS, FL34276 P.O. BOX 1529 Nome, F1.34274 PARTS UST ��� ALUM. SINGLE HUNG WINDOW, IMPACT T>lsthb 1391' 9,000 I NTS 16 s 11 I 40400 PE 039712 S etural T 1.363 .082 P.-- 2.76a—.1 O FLANGE FRAME HEAD #4002A, 6083 -T6 .082 1 749 2.710 O FLANGE FRAME JAMB 64004, 808346 (USED AS RADIUS TOP HEAD) FIXED MEETING RAIL #4054A,6083HD -T8® .082 3.448 .062 2.830 _T FLANGE FRAME SILL (LOW) 040030, 608346 + 111 k- -1.461 �I T OSASH STOP #4026, 6083 -T5 h 2 279 11 23 SASH TOP RAIL #4006C, 6083H6-T8 2.948 I1-- 2.784 —° I 89 FLANGE FRAME SILL (HIGH) #4050A,6083 8 F.-1.613__� .738 Limo 17 SASH STOP COVER 64063,6083 -T5 r.328 1.979 s f • I.F. FRAME SEALANT ALONG ENTIRE JOINT I.F. FRAME SEALANT OR GASKET AT HEAD AND SILL WELD ALONG SCREW BOSS (2) (.... VIEW D-D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 1.166 7 1.349 0 SASH S DE RAIL 64008, 608345 C SASH BOTTOM RAIL (LOW) #4007, 6083-T5 68 SASH BOTTOM RAIL (HIGH) #4051A, 6083-T6 .67- 8 1.098—{► = i T 0 GLAZING BEAD 7/16° #4222, 6063-T6 .878 .050 O GLAZING BEAD, 7/16° #9850, 8083 -T6 (USED W1 GRILL KIT) .678 tow -1---I 41 GLAZING BEAD, 5/16" 640393,6083 -T6 .050 GLAZING BEAD, 5/16" #40445, 608345 (USED WI GRILL KIT) 050 �r 1-1.097 GLAZING BEAD, 13/16" IG #4087, 8083 -T6 lifiesclep RmodlIto F,JC F.K � f/f9 Car 11!49/80 nag 1/2483 wombs: C B H A NO CHANGES THIS SHEET UPDATE FRAME COMER ASSEVBLYTO1NCLuOELF. AND UPGRADE HEM 21 ALLOY. NO CHANGE THIS SHEET mums), FJG 8/1/05 comwdex J.J. 289/07 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.0.140(1629 NOKOMIS, FLS4274 r_ VHib$ &#cr EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT SH780 ea7e sa.t Haft 7 d // • tbalAptia 4040,20 C Robert L Clerk, PE. PE 839712 StrsoWrel ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE S. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 TYPE: -- � (elN U 0 21 0 C.) 0 p 0 zaONpp a 0 0 TIN§ a 0 0 O1ONo (.) C.) 'Ill QV 0 '-6O14p cWIDTH U U PO WNOW GLASS TYPE 18.126 C,D,E,F,G, HJ,J,K,L 1 112 1 111 1 1 1 1 112 1 111 1 112 1 212 1 112 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 213 1 212 1 313 AB,M 1 112 1 111 1 11-1 1 112 1 111 1 112 1 212 1 112 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 213 1 212 1 3(3 24.000 C,D,E,F,G, H,I,J,K,L 1 112 1 111 1 112 1 112 1 112 1 112 1 212 1 112 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 213 1 212 1 212 1 213 1 212 1 213 1 313 1 212 1 313 AB,M 1 1121.1) 1 .,;di 1 1 112 1 112 1 1 112 212 1 112 1 2r2 1 212 1 2I2 1 2(2 1 212 1 212 1 2(2 1 213 1 212 1 2(2 1 213 1 212 1 213 1 313 1 212 3x3 32.000 C,D, E, F,G, H,I,J,K,L 1 112 1 112 1 212 1 213 1 112 1 1 212 213 1 112 1 213 1 2j3 1 212 1 213 1 2(3 1 212 1 213 2 313 1 212 1 3I3 2 314 1 312 1 313 2 314 1 313 1 414 A B,M 1 112 1 112 1 212 _ 1 213 1 112 1 1 212 2(3 1 112 1 213 1 213 1 212 1 213 1 213 1 212 1 213 1 313 1 212 1 313 1 314 1 312 1 313 • 1 314 1 313 1 414 37.000 C,D,E,F,G, H,I,J,K,L 1 212 1 112 1 212 1 213.11.221 1 1 2 32132r 1 1 2':. - -2r 2 3 1 212 2 213 2 213 1 2( 3 2 213 2 314 1 213 2 313 2 314 1 313 2 314 2 3153r8414 1 2 AB,M 1 212 1 112 1 212 1 213 1_ 112 1 2 2x3 213 1 21 �'" j 2 13 1 212 2_ 213 2 213 1 2x3 2_ 213 2 314 1 213 2 313 2 3x4 1 313 2 314 2 315 _1 313 2 414 40.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 112 2 21-2 2 213 2 212 2 2 213 213 2 212 2 213 2 213 2 213 2 213 2 214 2 213 2 313 2 3x4 2 213 2 314 2 315 2 313 2 314 2 415 2 313 2 414 212 A,BM 2 2 112 2 212 2 213 2 212 2 2 2f 3 213 2 212 2 213 2 213 2 213 2 2 T 3 2 214 2 213 2 313 2 3T4 2 213 2 374 2 2 3T-5-31 3 2 3x4 2 :1--6- 2 313 2 414 212 44.000 PSF 79 C,D,E,F,G, H,I,J,K,L 2 2 212 2 212 2 213 2 212 2 2 213 213 2 212 2 313 2 214 2 213 2 313 2 314 2 213 2 313 2 314 2 213 2 314 2 315 2 313 2 3[4 2 415 2 314 2 415 212 ARM 212 21 2 21 3 212 213 213 212 31 3 214 ' 21 3 31 3 314 213 3-13 314 2 r3 314 315 913 3-14-41i -314-41-5 21 2 48.000 PSF 79 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 212 2 -2-12 2 213 2 212 2 _2_ 213 314 2 213 2 318 2 314 2 21 3 2 314 2 314 _2_ 213 2 3 14 2 31 5 2 313 2 314 3 315 2 313 2 415 3 416 2 314 2 515 AB,M 2 2 212 2 /1-2 2 2 7 3 2 -212 2 2 2 1 3 3 1 4 2 213 2 313 2 314 2 213 2 3-14 2 314 2 213 2 314-311 2 2 313 2 3 2 2 415 3 4T6 2_ 314 2 515 212 314 315 3T3 53.125 PSF 72 79 79 C,D,E,F,G, H,I,J,K,L 2 2 212 2 2 2 212 2 2 213 314 2 273 2 314 2 314 2 21 3 2 314 3 314 2 313 2 314 3 3 5 2 313 2 414 3 416 2 314 3 415 3 416 2 314 3 518 212 212 213 ABM 2 2 212 2 2 2 2 2 3 2 Y r2 2 2 213 314 2 213 2 37 4 2 314 2 213 2 314 3 314 2 313 2 314 3 315 2 313 2 414 3 415 2 313 2 416 3 46 2 314 3 415 212 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4° ELCO SS4 CRETE -FLEX ® 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 181/2° MAX. FROM TOP CORNERS JAMBS - 171/2° MAX. FROM TOP CORNERS 18° MAX FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ..NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A 1° LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL av�tymg B,owlih Florida Haddlua Cade No Smittall Dat4 Dade Product 2 213 J.R. Rased Etp JC 04/09111 aft 1VHSA'B 6. Lair NO CHANGES THIS SHEET ANCHORAGE Siffifi MAX WHERE ANO-CM- T QT SIIClEBYSIZE FX Dar 1124/08 A NO CHANGE THIS SHEET 010111147 Dem awmaar J.J. 229/07 1 1070 TECtW04O3Y DRIVE NOKOMIB, FL34278 P.O. BOX 16D NOKOMIS, FL 34274 Pc3T VLrlb$ Bettor ANCHORAGE SPACING, 1/1 WINDOWS ALUM. SINGLE HUNG WINDOW, IMPACT Sliadtkdok SH700 NTS 8 a 11 PmfaiNn 4040-20 C O L. Clark, P.E. PE #39712 . Structural ANCHOR SUBSTRATE: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. 1 WINDOW HEIGHT 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 TYPE.` o 281%16,-611.8 3 U V U U O a N Q U �ZZ 0 N O 0 N§�Q 0 0 a§Q 0 0 � Q 0 a §ZZ 0 0 r- § 0 a�NQ jVUU 0 0 �Z 0 N O y U NZ U <Za U 0 0 NZ C U - z L WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 • 1(1 1 1(1 1 111 1 212 1 211 1 2(2 1 212 1 411'2i 1 2 1 212 1 2(2 7 212 1 212 1 212 1 212 1 212 1 2(2 1 2(2 1 312 1 212 1 3(2 1 312 1 2(2 1 312 A,B,M 1 111 1 111 1 111 1 212 1 211 1 212 1 2(2 1 2(1 1 212 1 212 1 212 1 212 1 212 1 21.2 1 212 1 212 1 212 1 212 1 312 1 212 1 312 1 312 1 212 1 312 24.000 PSF 79 C,D,E,F,G, H.I.J,,L 1 1 111 1 111 1 2[2111 1 1 2(22(221.22r2 1 1 1 1 212 1 212 1 212 1 212 1 2( 231 1 -231.22(23123(22(2 1 1 1 1 1 1 8-12 1 31 2 1 2r 23T2 1 TIT A,BM 1 1 1 111 1 212 1 111 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 212 1 2(2 1 312 1 3(2 1 212 1 312 1 312 1 212 1 312 1 912 1 212 1 312 WI 111 32.000 PSF 68 77 C,D,E,F,G, H,I,J,K,L 1 1 1 1 111 1 1 1 1 212 1 42 1 212 1 2(3 1 212 1 2(2 2 313 1 212 1 313 2 313 1 312 1 313 1 3(3 1 212 1 313 1 413 1 3(2 1 4(3 1 4(3 1 3(2 1 413 ABM 1 -TIT 1 1 1 1 1' -1T1 1 212 1 2I2 1 2(2 1 213 1 212 1 2(2 2 313 1 2(2 1 313 2 313 1 312 1 913 1 313 1 4 1 3r3 1 1 3(2 1 413 1 413 1 312 1 413 413 37.000 PSF 59 67 79 C,D,E,F,G, H,..K,L 1 1 1 2 222[22( 1 1 22132( 2 1 2 2 218 2 313 1 if-ill-3-35 2 2 1 3 (0345ir3 2 2 1 312 2 313 2 413 1 3 (2 2 4.43 2 414 ill 1 41 3 TIT 1-11 1 7 A,B,M 111 11.1111 2I 2 2 (2 ill 212 2-13 .913 212 323 3-5 313 413 313 312 43 -41-i 312 4113 4(04 312 i( 3 212 40.000 PSF 64 79 62 79 C,D,E,F,O, H,4J,K.L 2 2 2 2 2 212 2 212 2 213 2 212 2 313 2 li 2 i[2.--3-1i 2 2 413 2 313 2 411 2 3T3 _2_ 31 3 2 413 2 41 4 2 3r3 2. 4-13 2 414 2 -ill- 2 51 9 111 111 111 212 AB,M 2 2 2 2 2 2T2 2 2{2 2 213 2 2-12 2 313 2 313 2 212 2 313 2 413 2 313 2 413 2 313 2 913 2 413 2 414 2 31-3 2 413 2 4.4 2 313 2 5(3 111 111 111212 44.000 PSF 49 79 56 79 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 2 212 2 2 2 2 313 2 212 2 3(3 2 314 _2 213 _2 313 2 414 _2 313 2 41 3 2 41- 2 31 3 2 413 2 414 2 319 2 4x3 2 41-4' 2 31 3 2 5-14 111 111 111 A,B,M 2(212(2 22 2 3(3 212 313 314 2?3 313414 3T3 413 44 313 413 414 313 413'414 313 514 111 111 111 48.000 PSF 48 74 61 74 79 79 C,D,E,F,G, HI,J,K,L 2 2 2 2 2 2 2 2 212 2 3( 3 2 314 2 313 2 313 3 41 - 4 2 313 2 414 2 414 2 313 2 4 (4 _3 414 2 413 2 514 3 4x44-13Sj4 2 _2 1111111( 1222( 2 212 313 A B,M 2 2 2 1 2 2 2(2 2 2 2 212 2 313 2 314 2 3x3 2 313 3 4x4 2 313 2 414 2 41'4 2 313 2 -41-4' 3 44 2 2 -41i-51-4-414-415 3 2_ 2 1(04 111 111 111 212 212 313 53.125 PSF 41 07 48 67 76 79 C,D,E,F,G, H,I,J,K,L 2 2 2 2 2 2 1 2 2 2 2 3 3 3 _2 3 r 3 2 313 3 414 2 313 3 414 3 4T4 2 3] 3 3 4I 4 3 -41-4-1F3 2 3 4T4 3 2 -Eli-45 3 6T4 3 516 2 .4x3 3 1 1 1 1 I 1 1 1 1 212 514 A,B,M 2 1 IT 2 2 2 2 2 3 2 313 2 313 3 414 2 313 3 4(4 3 4(4 2 311-414 3 3 414 2 313 2 41-4-51-4 3 2 4(3 3 514 3 514 2 413 3 514 1 1 1 1 2 2 2x2 2 2 i 3- J.R. MON IHt Renal* Des FJG It/I9105 Ftedslcas C NN�OyCHAgN�GEES THIS SHEET ADD 'I OPMlU6SM ;A MTYO RESTRICTED BYSZE goodOo Oar Brillw,B AK V24/08 A NO CHANGE THIS SHEET esemB}a Oft Wsokule1- OMs FJG 7/5,55 J.J. 252107 1070 TEC NOLOOY DRIVE NO 7MIS, FL MO P.Q BQX 1TEE NOXOMIS, FL 34274 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE -FLEX ® 3.012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 181/2° MAX FROM TOP CORNERS JAMBS - 171/2° MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ®ARE 1° LESS. 5. DESIGN PRESSURE UMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: MAX PSF (DP LIMITED) 117 HEAD 3 JAMB ABOVE 3 (3 PRODUcrammo JAMB BELOW j as oomptyingwGtl t>mRlorWa MTG. RAIL t BuUdIngCodo " "_wil_...i! �.� As! MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 212 MFG. RAIL JAMB BELOW MTG. RAIL �cT Visibly&# r ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS � 9 d 11 I �"`°'ft 4040-20 C f/r/ Robert Ckok, P.E. PE #39712 Structural ANCHOR QUANTITIES SUBSTRATE: �` ANCHOR TYPE:' ABOVE MEETING RAIL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.126 22.668 28.211 33.754 39.298 44.839 50.382 55.925 . o U NoZ U U oZZ r U 0 ago �+ U NO' V U -§oCY U o gO"'oZo �+ a U a r§a 0 U "I oz U a °ZtaoN 0 U Zs- U ZM 0 00 NZPO 8 O 0 0 NZ 0$ 0 PZca o ONZ 0 0 t) r•Z 0 WINDOW WIDTH GLASS TYPE to 18.125 D,E,F,J, KL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 D,E,F,J, KL 1 ...�.. 1 1 1 _1.. 1 _2 1 _2.. 1 2 1 2. 1 2 1 . 2... 1 2 1 . 2. 1 ..3,...3.. 1 1 .2.. 1 _3...,3 1 .. 1 2...3 1 1 _.3... 1 3 1 ..3 1 1 1 32.000 D,E,F,J, KL 1 1 1 1 1 7 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 37.000 PSF 79 2 1 2 2 2 2 3 2 3 3 2 3 13,E,F,J, KL 1 ._ 1 .. 1 �..1._ 1 2 2 . 1 2 2 2 2 3.. 1 2 2 . 3_ 2 3... 1 3... 2 4... 2 3...3.. 1 2 . 3._ 2 4.. 1 3 2 4.. 2 4 ...4_.. 1 2 &.._ 2 .. s... 1 4. 2 .5.. 40.000 PSF 79 79 79 79 2 2 1 2 2 3 0,E,F,J, K.L 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 6 2 4 2 4 2 6 2 6 2 4 2 8 3 44.000 PSF 79 53.125 78 79 77 79 72 79 79 2 D,E,F,J, KL 2 1 2 2 2 2 2 2 2 2 3 2 3 2 2 4 2 4 2 4 2 a 2 3 2 5 2 4 2 5 2 5 2 5 2 4_ 2 2 2 2 1 1 2 3 48.000 PSF 78 79 70 79 79 71 79 73 78 D,E,F,J, KL 2 2 2 1 2 2 2 2 2 2 3 4 2 4 2 5 4_ 3..._6 4_. 8._. b._- 4.... -..6 3 6 2 6 2 6 1 1 2 2 2 3 3 3 4 53.125 PSF 71 78 63 71 79 64 74 88 77 69 69 D,E,F,J, KL 2 2 2 2 2 2 2 2 2 3 3 2 3 2 3 2 4 3 4 3 ...6 2 4 3 6 3 8,.....5 2 3 B 3 2 3 3 2 3 1 1 1 3 4 ANCHOR QUANTITIES SUBSTRATE. -\ AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 16.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPEc-+ a4 o ` g Pe 8P8cs z a4 "B 8a ,4 1 2 "8-8a 21 z "8- 01 a�N8 2" 8a 1 "1-g . c 5 2 "8 2,,,R..0 8a $ ' a H WUDOW WmTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3, 2 3 4 2 3 4 2 3 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 21212 2 2 2 31213 31213 3 1 313 41313 41814 41314 4 4 . 0 0 0 2 78 2 2 1 2 2 3 2 1 3 3 1 3 1 3 4 1 3 1 3 4 1 3 1 4 61314 51314 48.000 63 72 79 2 2 1 2 2 2 2 3 2 1 3 4 1 3 1 3 4 1 3 1 4 4 1 3 1 4 6 1 31 4 6 1 3 1 4 53.125 72 2 2 1 2 2 8 2 23 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 6 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD - 181/2" MAX. FROM CORNERS JAMBS -171 Pl° MAX. FROM TOP CORNERS 11 1/2° MAX ABOVE THE MEETING RAIL 8" MAX BELOW MTG. RAIL 15° MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED p. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM , VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 618" MIN. TO 38" MAX p. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR t& FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1° LESS. 8. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL ® TABLE 8. KEY: MAX PSF (DP LIMITED) JAMB BELOW MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 n PRODUCT PAVISED Ftarbta es A14° Exp rwm e * a J.R. 0691/11 C NO CHANGES MS SHEET FJC 11119108 B OPMAICWWHH ANCHORO SIZE R.smige FJC bis® JC MMO Fiefdoms A NO CHANGE THIS SHEET 7/28/06 Manpeah J.J. 2/39107 1070 TECHNOLOSY DRIVE NOKOMB. FL S4275 P.O. BQX 1828 NOKOMIS, FL34274 ear Viably Better ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT e.aemedc I IOW swop I N7SI 10 a 11 4040 -20 C ft°, Robatt 4 GaAk, P.E. PE 639712 Structural ALEXTERIOR INTERIOR L HEAD AND SILL DETAI ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE 1 (SEE NOTE 1 & 3)A 2x WOOD BUCK ®(SEE NOTE 4) s1. OPTIONAL 1x " ' • • WOOD BUCK (SEE NOTE 4) . 13/8° MIN., 1/4" TAPCON 43/4° MIN., 114° CRETE -FLEX 1/4" MAX. SHIM -I 1/4° MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 1/4" MIN. itilt 111 �. mono nu,.m1!n,. 11111 1V1- Ifll //ill • •• t•r . 114" MAX. SHIM CONCRETE ANCHOR FH BELOW MEETING RAIL (SEE NOTE 1 & 3) 3.35 KSI MIN. CONCRETE OR 1.6 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)& DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 13/5° MIN. 1 3/8° MIN. A 1/4° MAX. SHIM ® NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE 15 13/4 ". 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE 412 STEEL SCREWS (05) OR 1/4° S84 CRETE -FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T6 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2006). WOOD ANCHOR, PH BELOW MEETING 6� RAIL. (SEE NOTE 2 & 3) 2x WOOD BUCK (SEE NOTE 4)® .131° DIA. MIN. x 21/2° NAIL, AT CORNERS AND 6° O.C. 1/4° MAX —► SHIM DETAIL F, (HEAD) .131° DIA. MIN. x 2112" NAIL, AT CORNERS AND 6° O.C. INTERIOR (ALL JAMB DETAILS) EXTERIOR urllir,�u►�yn! fill! WOOD FRAME .131° DIA. MIN. x 2 112" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE DETAIL G, (SILL) 1/4" MAX. SHIM WOOD FRAME J.R. 04101/11 C NOCHm0ESTH�SHEET sF FA Ostc 11/19/08 a"Ye 1/24/00 �ep FA Pawner 81/05 Ralskos Ratios A ADD INTEGRAL FIN ANCHORAGE, UPDATE &REORDERNOTE& ADD NOTES 7. UPDATE CO @YIBEOMEVT D� ADD NOTE B RE FLAT HEAD ANCHOR& J.,L� 2/29/07 1070 TECHNOLOGY DRIVE NOXOMO, FL 34278 P.O. BQX 1823 NOXOMIS, FL34274 PST T'2f1* Better ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT betlnito6@ ears m"m t th a,° swop I NTS 11 a 11 4040-20 C Robert L. Clark, P.E. PE 439712 Structural