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WS-10-667 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 144280 Permit Number: WS4-10 -667 Scheduled Inspection Date: June 02, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: NIEMAN, MAURINE Work Classification: Window /Door Replacement Job Address: 1030 NE 95 Street Miami Shores, FL Phone Number Parcel Number 113205012007 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 143686. CREATED AS REINSPECTION FOR INSP- 141085. No Access NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 01, 2010 For Inspections please call: (305)762 -4949 Page 12 of 18 Permit N o. - S-4-10-667 y e�g s Miami Shores Village Permit Type. WindowslShutters 10050 N.E. 2nd Avenue ark Classification: Window /Roar Replaaemr Miami Shores, FL 33138 -0000 Per - it, Phone: (305)795 -2204 Permit Status: APPROVEQ Issue Date: 4126/2010 Expiration: 10 /23/2010 Project Address Parcel Number Applicant 1030 NE 95 Street 1132050120070 MAURINE NIEMAN Miami Shores, FL Block: Lot: Owner Information Address Phone cell MAURINE NIEMAN 1030 NE 95 ST MIAMI SHORES FL 33138 -2548 Contractor(s) Phone Cell Phone Valuation: $ 11,895.00 FLORIDA HOME IMPROVEMENT (954)792 -4415 Total Sq Feet: 0 Type of Work: REPLACE 10 WINDOWS Available Inspections: No of Openings: 10 Inspection Type: Additional Info: WINDOWS Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $ 7.20 Invoice # WS -4-10 -37636 Education Surcharge $2.40 04/21/2010 Check* 4422 $ 50.00 $ 178.20 Permit Fee $200.00 Scanning Fee $9.00 04/27/2010 Check* 4257 $ 178.20 $ 0.00 Technology Fee $9.60 Total: $228.20 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. April 27, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 27, 2010 1 Miami Shores Village MoRgy I APR 4 1 NCCOO/ Building Department �o >0050 N.E.2nd Avenue Miami Shores , Florida 33138 �.e ... C ...... » Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. W �� PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building I� I E lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ma IQ tJE � I 'E_0 NP� Phone Owner's Address (® 2>0 fJ� / C 1 S�' ST City A 16 t n) � S�� State Zip 3 Tenant/Lessee Name w) I P, Phone # Job Address (where the work is being done) 1 ®30 �E ` I s ST City Mami Shores Village County Miami -Dade Zip ��lJ Is Building Historically Designated YES NO Contractor's Company N. -� V � 1� op, km � iu�T - Phone # Contractor's Address �U �E 3Cj" City � u LZ bo i_ State - Zip 3 I Qualifier \K)A' , 4r 31 E Architect/Engineer's Name (if applicable)) 1) 'X 1 C� O $ Value of Work For this Permit l� r V q S Square Footage Of Work: Type of Work: []Addition ❑Alteration FINew 0 Repair/Replace ❑ Demolition Describe Work: ?K�f cx>rc � t® Submittal Fee $ Permit Fee $ a/` o 4e�Ad CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ I () (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign Signature er or Agent Contractor The oregoing instrument was acknowledged before me this U The foregoing instrument was acknowledged before me this - 1 6 day of P\K4 (.._ , 20 _IO2, by U6u (i 9 P i e" t4 day of kP aA L , 20 0 by G ltM J , A who is personally known to me or who has produced who is persona known to me or who has produced As ident' tion and who did take an oath. as identifi ion and who did NOTARY PUBLIC: 1I) PUBLIC: p.¢1 AB Sign: 2' \ Print: 15`' F �� Print: G MS cgs My Commission Expires: My Commissiov 'ficate of Competency Holder) State Certificate or Registration No. wco C�n o Certificate of Competency No. / a a��xazxax��' ��' APPLICATION APPROVED BY: 4 /�Lla Plans Examiner Engineer Zoning Chc 10/14/03 Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida M IAMI-[ A E Property Information Map y ' 26TH Summary Details: Folio No.: 11- 3205 - 012 -0070 Property: 1030 NE 95 ST Mailing ROLAND E NIEMAN JR &W Address: MAURINE 1030 NE 95 ST MIAMI SHORES FL 33138 -2548 Property Information: 'TI Primary Zone: 1400 SINGLE FAMILY HEIST RESIDENCE LUC: 0001 RESIDENTIAL- S INGLE FAMILY Beds /Baths: /4 Floors: Living Units: 1 d' Sq Footage: 2,788 HE 94T�i,1� , Lot Size: 8,469.54 SQ FT Year Built: 1939 KIRBYS ADD TO MIAMI I:# T Legal SHORES PB 41 -44 LOT HE Description: 7 LOT SIZE IRREGULAR OR 12469 -1843 0485 1 R 12469 -1843 0485 00 Assessment Information: Y ear: 2009 2008 4 s Land Value: $148,963 199,452 Building Value: $228,944 333,547 Market Value: $377,907 532,999 Digital Orthophotography - 2007 0 111 It A ssessed Value: $158,695 158,537 Exemption Information: This map was created on 4/2/2010 11:17:47 AM for reference purposes only. ear: 2009 2008 Web Site © 2002 Miami -Dade County. All rights reserved. Homestead: $25,000 $25,000 2nd Homestead: I YES YES Taxable Value Information: Year: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $108,695 $108,537 County: $50,000/ $50,000/ $108,695 $108,537 City: $50,000/ $50,000/ $108,695 $108,537 School Board: $25,000/ $25,000/ $133,695 $133,537 Sale Information: S ale Date: /1985 Sale Amount: $141,500 Sale O /R: 12469 -1843 Sales Qualification Sales which are qualified Description: View Additional Sales http: / /gisims2.miamidade. gov /myhome /Printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 4/2/2010 .......... o j W am 0 WE a mum a - «�1� ! ■ ■■ ! ui ■! !!■� �■r. �i viii ! r■! ■�iw■ ■■�i w ■ r �., ! ■ ! ! �frtF w!� ■ ■�i _, ! i ■i ! r N ■ ■■ ■ ■! ■N■!!! !! ■�! ME aman 'dam ■ l �a la�S���!■ CsIF- air■ ■ ■! ■ I■ !�► ! ■ �■ s! a iiwl�l�ii�■�■7! ! . ! ! - _ �!_�� � ■�■!■`�i Iii �i _ ' ��wi��� i�i�► iii �C=m■� *w ■_ � ..,.111 211!! 1. IN PH a M -- - -, ■! !� ■■!■ ■ a ME ■II ■■ lL., ! w ■� ._!! �■�■ !■!ilw W141HIHM am ruar«afNrr 04*- "l� ! ■!■ !ii !!■ i iirli� ■�■ r ��f�'- �'i! «��'i� rte- F3ii�f ! ■� N ■! t■ : casu�i�as�w !!!!■!!�■!■ Mrl�ff.tomm4d. !! ■!N!!!!!N! 0310212009 - 5:01pm troyb F:W3 Elements110 Loading111 CalculatorMASCE 7 -M FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg dii�FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH MRH =0 -60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C SEETABLE NOT S INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES FOR ALT Kd - INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PSF) - Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. Roof TrO� Area Ft Roof Trib Area Ft USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Height 10 15 1 20 25 30 35 f 40 45 50 Height 10 15 20 25 1 30 35 40 1 45 50 2. FOR SITUATIONS THAT REQUIRE 0=1;0, TABLE VALUES ARE UNDER - DESIGNED BY A 0 -15 ft -50A - 492 - 48.3 -47.6 - 47.1 - 46.6 -462 •46.9 - 45','5-.. 0 -15 ft -M'2 - 59'8 "58'0 •56.7 -55.6 -54.6 -53.8 -53.1 -525 LY FACTOR OF 1.18. VERIFY Kd R UIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42 3 +41.9 +41,8: +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 3. USE OF TABLES VALID ON FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 48.5 -462 - 63.1 -60.6 58.8 - 57.5 •56.3 -55.4 -54.6 -53.9 -532 4. TABLES VALID FOR ALL ROOF SLOPES , REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 16 ft 51.1 -49.8 49.0 48.3 X17.7 473 46.8 16 ft SHALL BE PERFORMED BY AN ENGINEER At A SITE SPECIFIC CONDITION. +47,1 + 45.0 +44.3 +43.7 +43.3 ` +42.9 +42.5 +42.2 +47,1 +45.9 +46.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 S. IDENTIFY THE BUILDING MEAN (AVERAGE)'ROOF HEIGHT. IF THE MEAN ROOF HEIGHT 902 -52.4 •51.1 - -49.5 -48.9 -48.4 -48.0 47.7 -47.3 5 58 4.6 - 62.1 -60.3 .9 57.8 -56.8 -55.9 52 5 54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 18 ft 1811 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE +48.3 +1� X148.1 +45 +44.3 +43.9 +43.6 +432 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.8 +432 ASSUMPTION. ft 53.5 522 511.3 -50.6 -50.0 -4�5�: L 49.1 -18;7- 48.4 .1 .63.5 51.6 -602 - 59.0 58.1 .572 56.4 -55.8 7. CALCULATE THE TRIBUTARY -AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR +49. 1 +48 +45,8 +45.3 +44,9 +44.5 +442 49 +48.1 +47.1 +46.4 +45.8 +45.3 +44,9 +44,5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 54.6 53 3 52..1 51 i e61.0 50.5 50.1 49.1 ' 49.4 57.4 61.8 52.9 51.4 602 592 58.4 57.6 -58.9 THAN ONE -THIRD THE SPAN LENGTH,(HEIGHT Z / 3). USE THE AREA BETWEEN STRUCTURAL ft +50A +49t +48.1 +4714 $4 S +46.3 +45.8 +45A +45.1 � ft +50.4 +49.0 +48.1 +47A +46.8 +46,3 +46.8 +45.4 +45.1 OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL �� - 55.8 - 54.3 -511.3 52.8 o52.6 51.5 51.0 50.6 -50.3 24 ft -68.7 - 66.0 - 64.1 - 62.6 -61A -60.3 59.4 58.7 58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER +51.3 .0 +48 +47.1 +46.7 +46.3 +45.9 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER -56.8 2 - 542 53.5 52.9 -52.3 51.9 51.5 51.1 26 ft 8 57.1 55.1 83.8 62.4 61 # 80.4 59.6 58.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +522 +9b% +44.8 +49. .� +47.9 +47.5 +47.1 +46.7 +522 +50.8 +49.8 +49.1 ;+48.4 +41:9 +42;4 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. -57.5 d$.1 .1 54. �Sq i 532 52.7 52 3 -51.9 - 70.9 -682 -662 -64.6 53A -82:3 -51;4.: -60.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL +53.0 +51.6 +50.6 +49 +4 +48.7 +482 +47.8 +47.4 2811 +53.0 +51.6 +50,6 +49.8 :+492 +48,7 +4" '+47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. -58.3 -58. 55.9 55. 53.9 535 53.1 52.7 � -72.0 592 57.1 85.8 X4 832 82.3 51.5 50.z GENERAL NOTES: +53.8 +52S •91.3 +50E X499 +49.4 +q8,g +48.5 +48.1 +53.8 +523 +51.3 +50.6 +49.9 +494 +48.9 +485 +48.1 1. THESE CHARTS ARE NOT VALID AS ASITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY 59.1 �.j 56.7 55.% 5(" - 54.7 542 53.8 53.4 -73.0 -70.1 -68.1 -66.5 652 54c1 .63.1 - 62.3 -61.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. ft +64.5 +53.1 +52.0 +51.9 *50.6' +49.6 +492 +48.8 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 59.9 53.4 - 56.6 55.9 55.4 54.9 - 54.5 54.1 -73.9 -71.0 -68.9 67,3 •56.0 -64:9 -64.0 83.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +552 +867 e52.7 +51.9 +51 3 +50.7 +502 +49.8 +49.4 34 ft +552 +53.7 +52.7 +51.9 +51.3 +50.T +502 +498 +49.4 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 36ft 505 59.1 58.1 -57.3 . 56.6 -56.1 - 55.6 55.1 54.8 36 ft -74.8 -71.9 -69.8 58.1 66.8 -65.7 -64.7 - 63.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +525 +51.g +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED 513 59.8 - 58.7 57.9 57.3 -56.7 -582 55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -97.6 565 - 65.5 - 64.6 -63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER ft +56 5 +55.0 +54.0 +53.1 +52.6 +51.9 +51.4 +51.0 +50.6 38 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51 A +51.0 +50.6 APPROVALS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 52.0 80.5 59.4 58.8 57.9 573 - 568 584 58.0 -76.5 -73.5 -71.3 - 69.7 88 3 - 672 -662 55.3 -645 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II 40 ft . 40 ft +53.0 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL-CONSTRUCTION) USING AN IMPORTANCE FACTOR +57.1 ++55,6 +54.6 +53.7 +53.0 +52.5 +52.0 +51.5 A1,1 +57.1 +55.6 +54.5 +53.7 +52 5 +52.0 +51.5 I =1.0. THESE TABLES' -NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 42 ft 82'8 81'1 BOA 592 585 5T9; 57.4 S7 O '.56.6 42 ft -77.3 -742 -72.1 -70.4 69.0 67.9 56.9 66.0 852 TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +67.7 +562 +55.1 +54.3 +53.6 +53:0 +52,5 .1 +51.7 +57.7 +562 +55.1 +64.3 +53.6 +53.0 +52.5 +52.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl = +/ -0.18) ENCLOSED BUILDING ONLY. ft 832 51.7 80.8 59.7 59.1 -585 58t0� ;-67.5 57.1 44 ft -78.0 - 75.0 72.8 -71.1 - 69.7 58.5 -67.5 -66.6 -65.8 VERIFY USE OF Kd-0.85 (VIRECTIONALiTY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ +58,3 +58,7 +55.7 +54.8 +54.1 +53:5 +53I3. +52.6 +522 +58.3 +56.7 +55,7 +64.8 +54.1 +53.6 +53.0 +52.6 +522 = HIGH VELOCITY HURRI E-'ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. r., 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. ft -63.8 - 62.3 - 612 -60.3 59.6 59.0 »58 5 -561 -57.7' = : ft 78.8 - 75.7 7 -71.8 - 70.4 882 882 -87.3 565 6. NO CERTIFICATION FOR'THE'INTEGRITY OF THE HOST STRUCTURE. +58.8 +57,3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +'52.7 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53,5 +53.1 +52.7 7. EXCEPT AS EXPRESS&PROVIDE4gHEREIN, NO ADDITIONAL CERTIFICATIONS OR 48 ft - 64.4 . 62.8 -61.7 60.8 -60.1 -W,6 5g,0 58.8 - 58.2. 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 59.8 -68.8 - 67.9 -67.1 AFFIRMATIONS ARE INTENDED. +59.4 +57.8 +56.7 +66.8 +55.1 [- %.5 +54.0 '+ y B +53:1` +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10 °!o OF LEAST HORIZONTAL DIMENSION OR 40Mo'OF MRH, PEAK ROOF ft - 64.9 .63.4 -622 51.4 - 60.7 -60.1 59.6;; " 994.0 :1 - 58.7" - ft 59 -802 -77.0 -74.8 -73.0 -71.6 -70A - 69.4 -68.5 -67.6 WHICHEVER IS SMALLER, BUT NOT LESS +i% OF LEAST HORIZONTAL HEIGHT +.9 +58.3 +572 +58.3 +55.8 +55.0'" +54.5 +5 +53:8" +59.9 +58.3 +572 +56.3 +56.6 +55.01+54.5 +54.0 +53.6 DIMENSION OR 3FT (1m). USE ZONE S IF AT ALL IN QUESTION. CONSULT MEAN -65.5 .63.9 f-63.3-62A 1.9 - 612 - 60.6 -60.0 - 59.6 592 � ft -80.8 -77.6 - 75.4 73.6 -722 - 71.0 -69.9 -69.0 -882 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 52 ft +BOA +58.56.8 +58.1 +56.4 +54.9 +64.5 +54.0 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 a a EAYE HEIGHT ft 58.0 - 84.4 62.4 51.7 -61.0 -60.5 50.1 59.6 ft .81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -69.6 58.7 t-} {--t HEIOOF +60.8 +592 572 +56.5 +55.9 +55.4 +54.9 +54.5 +60.8 +592 +58.1 +672 +56.5 +55.9 +55.4 +54.9 +54.5 ft 56.5 64.9 82.9 52.1 51.5 61.0 80.5 80.1 58 ft 82.1 -78 9 -78.8 -74.8 -73 3 -721 -71.0 -70.1 89 3 5 J 61.3 +59.57.7 +56.9 +56.3 +55.8 +55.3 +54.9 +61.3 +59.7 +58.5 +57.7 +56.9 +58.3 +55.8 +55.3 +54.9 a so ft 875 65 83.8 83.0 62.4 81 9 81.4 61.0 60 ft 83 3 80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 ELEVATION +62.2 +60.58.5 +578 +57.1 +56.6 +56.1 +55.T +622 +80.6 +59.4 +58.5 +57.8 +58.8 1 +56.1 +55.7 WALL ZON IS C E FIGURES �� U) I w TTI55.U6 S CL FlB aa 79�/06 ENGINEERING 2007 FLORIDA BUILDING CODE a i C c m � REVISE FOR 07 FBC TSB FL n m B 02723/09 EXPRESS ASCE 7 -05, MRH = 0 - 60 FT O r c C - DESIGN LOADS FOR 160 SW 12th AVENUE, #106 Z ul r - - COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 19 m THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PH: (954) : ( 354-0660 FAx954) 354 - 0443 ' 2 RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART 0 O Q1 WITHOUT WRITTEN CONSENT OF FRANKLBMARDO WWW.ENGEXP.COM " ALTERATIONS ADDmONS,wOIGH HLTMG oROTHER v MARMGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #9885 m ALIDATE OUR C TION. � I J * l r BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications f FBC Staff BCIS Site Map Links Search i Product Approval R USER: Public User ' Product Approval Menu > Produce Application Search > App lication List > Application Detail FL # FL7067 -R3 Application Type Revision ENE (���` � Code Version 2007 F# ;y. Application Status Approv Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc ° Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext208 Ralph @cws.cc Category Windows Subcategory Horizontai'Sitder Compllance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !v Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. UMch, PE • • • • • • • • • • • • t! Validation Checklist - Hardcopy Received • •• • • • • ••• • CertWjrtte j:neep :nSw`!e : : • • • FL7067 R3 COI 510485A ( val Rep HS -8200 Impact XO 74x54).W P.040 41 StarUrd a'nd;Year Stantlard) Standard Year • • • • •• • • • • • • • • • • • • • • • AAMA /101/I.S.2 -97 1997 • •• •• • • • • • • • • • • • • AAMA /WDMA /101/I.S.2/A440 -05 2005 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• http:// www .flolidab�Irding.o�g/pr /p.'app dtt. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 Summary of Products FL Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -157A (HS -8200 Impact) pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 054208 -02 pdf Impact Resistant: Yes EL7067 R3 II Mikron NOA 06 -1220 01 ,pd Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Im acct XO 74 Created by Independent Third Pa : Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 XOX Limits of Use Installation Instructions { Approved for use in HVHZ: Yes FL7Q R3 II CWS -232A (HS-8200 lmpact X nn P f Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 - 1208 02,pd y Impact Resistant: Yes FL7067 R3 II DuPont SGP NOA 07- 1116 -04 p) I Design Pressure: +60/ -60 FL7067 R3 II Mikron NOA 06 -1220 01 pdf { Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Im XOX 1 11 x63L Created by Independent Third Pa : Yes 7067.3 HS-8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Im act Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS-186A (HS -8200 Impact 72x63) pdf 1 Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes FL7067 R3 II Mikron NOA 06 -1220 01,odf Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 I Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, At. Created by Independent Third Party: Yes FMR. Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS -8ZQ0 Impac XO 7263).0 Created by Independent Third Party: Yes •• ••• • • • • • •• • • • • • • • • • Back Next • •• • • • • ••• • ACA Administration • • • • • • • • • • • • Department of Community Affairs • • • • • • • • Florida Building Code Online • • • • • • • • • • • Codes and Standards • • • • • • • • • • 0 • • • • 0 • • • 2555 Shumard Oak Boulevard • • • • Tallahassee, Florlda 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 ••• • • • • ••• • • • • • • • • • • • • : / /www.florida' tedF .cr • r/ ••a•• dtl htt .as x? aram =wGEVX wtD vm vMZS P g �A � l�_ 39J... 6/29/2009 P A Q q J � ® 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: serurad V8 RiP4r `:APPRt54'6 @. • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • 0 t lo 000 a • • • • • • • • • • http: / /www.fIoridabI ildfOng. o' rg/ Dr/ p' C" ap' p_ dfl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 r , L. Roberto Lomas P.E. Engineering Evaluatlon Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 610486A 336 - 945 - 9695 Manufacturer: Custom Window Systems 1900 S.W. 4e Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider — impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98 -72.070 method 1(d). The product listed herein complies with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -167 Revision A, dated 06/10/2008 sheet 1 of 8, titled 8200' PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, 1-67.5 psf design pressure, 7.75 psf water infiltration TAS 203 -94 Cyclic Pressure Loading 1-60.0 psf design pressure b) Report No.: NCTL 210- 3167 -16, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1866 -02 and ASTM El 996-02 ASTM E 1886/E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, ±60.0 psf design pressure AAMA/NWWDA 101113,2 -97 Design Pressure: 1-60 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510153A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: ±60 psf • Maximum unit size: 74° x 54° • Maximum D.L.O.: 33 3116° x 4913/16° • Units must be glazed with ' /a' IGU consisting of outboard late 1/8" Ann — Air —5116° laminated Inboard rite consisting of, 1/8° Ann - -.090° Dupont Butacite PVB intedayer -118 Ann., per ASTM E 1300. • DuPont Butacite PVB intedayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions, • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be installed In accordance with approval document, CWS -157 Revision A. ' CerVftation of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being Issued. Also, I don't havp nor will acquire a financial interest in any other entity involved in the appsoval.pr'ecxassof the tis#ed.pro�i4►ct(s)r "' " < • • • • • • • • • .�,� t y •• •i • i i i•i ••:> a Vo- .. 1-c `` \V% R Ilto�� ! //i �v.,.., ,,� yam,,= •- "-.fit• ' 4 - T 6 • ••• ••• .•• iK ,. i, . ~•, a r7� E of W tofl ••• V :• • i ! f • :,� .'t= rh ;,•�v FL 62514 P / /S��NA1ytit1` \\\ i , ..•/ -.` .r.gcs 07/1512008 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVQ IMPACT REQUIREMENT: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDMON. 751!4• Z GLAZING OPTIONS: (SEE SHEET 3) • • • • MAX O FLANGE WIDTT H X' 3. CONFIGURATIONS: "O OR "WO • • i • • q • • • • f • • • • 4. DESIGN PRESSURE RATS ISEE SHEETS 3) • • • • • UNIT WIDTH - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. • • • • • • � i tz -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE • • • • • • • • • MAX. SASH WIDTH AND GLASS TABLES ASTM E 1330. • • • • • • • • • & ANCHORAGE' THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS • • • • • • - - PRODUCT. SEE SHEET 8.8 FOR ANCHOR DETAIL • • • • • • • • a 6. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT RtED MEETING i • • • i • • • • • • t RAIL AND ,IAMB. of • • • FLANGE • : u • L FIEFERENM TEST REPORTS: •: • • • •: • •HEIGHT • A913e1f. f"°' HORIZONTAL SLIDER "OX', "WO': HM- 210 - 3167 -15, NCTL- 210.3167 -1 • 004 • Gtj" �"f GLASS S. SERIES I MODEL DESIGNATION HS-S=. • D!O • DLO • • • • • 000* • • 10. WOOL) SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL 0 0000 • MAX 4 LOADS TO STRUCTURE. SUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR MA ENGINEER OF RECORD. uw H 11. THE DESIGNATION X AND O STAND FOR THE FOLLOW MU: X = OPERABLE SASH. 0 - FOSED SASH 12. SECTION CAL.LOUTS FROM ON ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3 3 Sfl E 33 +its GLASS DLO GLASS OLO "fl/X" 8 °X/U" RAA3C SIZE A UPDATED PER NEW FBC REQUIREMENTS 07/07308 TABLEOFCONTENTS }9Q0 S.W. 44TH AYENUE « -t �I�LA+ FLORIDA 34474 �,. 'GENERAL NOTES & ELEYATIONS............_..1 °" 4 ,{,� c • �bc� ' ANCHOR SCHEDULE AND NOTES......- ......2 • o - NERAL NOTES A ELEVATIONS - LARGE MISSILE IMPAC DESIGN PRESSURES & GLAZING_..._- ... -.3 c SECTIONS & ALT. FRAME....._- _........ -._. -4 ._ ' -; e^ r Z `• •• - PVC HORIZ. SLIDE ' BAT WlSM008 " "' " s- EXTRUSIONS : BILL OPMATERIALS ....� PfAR3ANDtRD9 tAL ': i - a $zoo NTS cws is7 INSTALLATION DETAILS .........._....- ... -.., -" THE tn> CAMAAr� >� W CMTA• TM DPA~ THE sa.S PROPERV Y i wnaoOw 5Y57FMS. WC ANY AEPfRODucmi 3INPARr OR A8 A WHOLE W FL P E ' j . 62514 wRnr ENmmssamOFMSTOMWN )OWSvsmmw- sPRORSMD... a A t ` IDES a" MAX �{ s^ • • • • E MAX. (TYPI }�--� -, SEE NOTE 2 1TYP) I MAX. O.G. SEE NOTE 8 • • � I MAX.O.G (TYP) • • •••• • • !�I • • • • • • • l 4' MAX O YP) nym • a^ 000 • • • • • MAX. O.C. % O G (TYP) • • • • e • • • • • • • INSTA LLATION • • • • • V ANC ATIDN 0 ANCHORS T( � rWCN6RS P' • ••• •• •••• • • ANCHOR LAYOUT - {pLANGET ANC R lAYO FIM THRaPnAMeaawtw�sONRVOPEnrxsA � NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN tt1S' IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118' DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 TIT SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W INTO 2 BY WOOD BUCK. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 Vr INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. A UPDATED PER NEW FBC REQUIREMENTS 07!07/08 S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 11tt SYSTEMS 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MTALLATION INSTRUCTIONS, AND ANCHORS SHALL ``, NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MONMUM STRENGTH SPECIFIED BELOW. �'�!' . °` ' r :: I 4aTH AVENUE 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 1 C�$IAA 34474 A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 ^ s f Mw HCYR'$CiIEDULE Fa NOTES LARGE MISSILE IMPACT B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. , C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). a SLIDE BAT 7!1512008 Fr4P8WTAffAtWC0NFM6NM THE ASORMATM CONTA04EO INT S muWMtS THE SOLE POPERY OF CAZTOM L.POB ER`fd'1 MAS - e+ .__ ,, NTS "CWS -157 W►mOW SYSTELtS. VC. ANY FaPROOUCnav IN PART OR AS A WHme wm+oOT THE : ' RI NO. MI4 wRnTENPSRL=S rowOPCMTOMWVMOwsstEMS .Wr.SPROI*KMD. rn. A 20F9 bV„•v MODULAR Sly (UN1TWINDf9W S= FINGHT(m WIDTH (lid) GLASS TYPE 17 718 291/2 31 112 35 112 391/2 411/2 43 112 47 1)2 54 24 314 A,11 +601-60 - +60 /-60 t60t -W 1 -1601 -60 +60 %60 +101 -60 +60 %60 +601 -60 +601 -60 • 27 111 • A j B • 0 +601 -60 +601-b0 +601 -60 +601 -60 +601 -60 +60 %60 +601 -60 4601 -60 +601 -60 :•' •; 29112 • A%, +601 -60 460%60 +60 %60 +601 -60 +601 -60 •+60/ -60 +601 -60 +60 %60 +601 -60 see • • 31 I;Io • AEA +601 -60 +601 -60 +601 -60 +60/ -60 +601 -60 160 %60 +WI-60 3601 -60 +601 -60 • • • 351/2 • A! Pi-- +60/ -60 460 %60 4 +60 %60 +601 -60 +601 -60 +601 -60 4601 -60 +6a/ -60 • - • • • 39 • A • • 3601 -60 +60t -60 +60/ -60 +6o/ -60 +60/ -60 -,W-60 +601-60 +601 -60 +601 -60 • • • • • 41 M • • AV +601 -60 460/ -60 +60/ -60 +60/ -60 +60%60 3601-60 4601 -60 - +601 -60 460 %60 -- • 43118 • • Ae +60/70 +601 -60 +601 -60 +601 -60 +601 -60 +601 -60 +601-60 +601-60 M+60/- • • • • 47112 A,H +601 -60 +601 -60 +60"0 460 /-60 +601 -60 4.60/ -60 460/ -60 +601 -60 51 112 A,B • 4,604 fio 46Q1 t0 +60160 +60t -60 460 %b{1 4601 -60 +601-60 4801 -60 ' i 74 • A +60/ -60 +601-60 +601 -60 4601 -6Q +601 -60 +60 %60 +60 %60 4601 -60 • * • • see* • covomofflY SUM (7>tF" HP) sees H +MISFIT (IN) W WTH (W) GLASS TYPE 191/8 38 318 50 518 551/4 26 A,11 +601 -60 +60t -60 +601 -60 +60 %60 281/2 A,11 +601 -60 +601 -60 +601 -60 +60/ -60 37 A,B +60/ -60 460 / -60 +60/ -60 +601 -60 53118 A,B +60/ -60 460 / -60 +601 -60 +801 -60 75114 1 A,B +601 -60 1 +•60t -60 +601 -60 +60t -60 I 314* OVERALL 3/4' OVERALL V8" ANNEALED GLASS 18• TEMPEAEPGLASS 5/16 AIR SPACE 6!5S AS SPACE 5/183' LAMINATED 5l16 LAMINATED lAr ANNEALED GLASS 118' ANRIEAi.EDGLASS NOTE: 3a2' DUPONT PVS WTEM AYER W3:V . DUPONT PVB INTERLAYER U E MaE NEXT E T GS NOT SHOWN, 118• ANNEALED ASS 118• ANNEALED GLASS ZAROEA fiFZE GL A umAA�TED PER NEIN FBC REQUIREMENTS 07107108 AL GLASS BGfIE� T9p0 447H AVENUE BITE w`' '' FLORIDA 34474 GLASS TYPE A GLASS TYPE i3 t a a . . '1bP CHART & GLAZING - LARGE MISSILE IMPACT ti' � : • - _ a :RVC FK}RIZ SLID j E S I AT 7/1512008 »larnnrAM c� THE wfo3a a,troN coNrAr+m W TM DRAWilXi 3s THE socE PROPERIY<JF ¢1s7btR o t� Rt36 . A200 " CN1S 157 vim=SVSTEms.Pic.ANY RErld7DmnoN ttmroaA3AwtgtEwmtc�l'i THE FI.. P.E�.'625i4 . A WRWrEN PER453ION Of CUSTOM W W W W SYSTEMS. MC. � PROFi1�rEU- • : a t 3 OF 8 .'s. �9tl4'a ,f.• c.'� UNIT WIDTH 7 g 21 INTERIOR •• • 1 • • • R 1 Y 4 • • • •• 4 1 • •• •• 11 1 i • • • • cam_ TYPICAL vEaTtCAL st~cT�N 3 5 � 4 1 •• •• •• o.• C7 tdt1TE: Swowst�xEn LTT6 curAnrAY r OVERALLILANGEWIDTH • • EXTEl�IOEio • • �R R10R TYI' HQHIZON7A E� AWAY •.• .• l31 • • • •..• RIOFtT SHCWSSAS'HCIITAWAY • •� •:• •.•• UN r BHT . •.. .. • ) � HOOK SPACING: 1 J •.• •• •o.• • 4 s A) e" FROM UNIT EDGE TO EDGE OF HOOK o i B) A THIRD HOOK IS CENTERED IF UNIT HEIGHT IS GREATER THAN OR EQUAL SEE GLASS TYRE • 70353!4'. DETAIL &a. 3 ' 2) SASH CATCH: A) 2 -,2' FROM SASH CORNER TO E DGE O F CATCH. __ A THIRD 4 i THAN OR E T OUAL L TO 35 3lr AND IF fRAME H HOOOKS ARE TO ALIGN WITHIN 114'. DETAIL D (JAMB IMPACT HOOKS) 2 IMPACT HOOK SPACING: Y) HEAD HOOKS: A) V FROM UNIT EDGE TO EDGE OF HOOK. 8) A THIRD HOOK IS CENTERED IF LNIT TYNCAL VERTICAL SSECTM N 1 G7 INNER HOOK 9 71H FROM EDGE OF IJTGD� GREATER THAN OR EQUAL TO 6, 374'. T �4/ NO,E:SHMMSASHCUTAWAY ALTERNATE FINM ME 2)SASHCATC4: A) 2 -i)2' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH W CEM'ERED IN SASH IF LW WIDTH IS GREATER N THAN OR EQUAL TO B4 314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. UPDATED PER NEW FBC REQUIREMENTS 07/07108 :at► f J' r {ti^ WIrlwW SYSTEMS +" _ <.. 900 S.W.44TH AVENUE F601T� IT EM 22.27, 29.36, 4l, 42 �. s3, AND 54 ARE USED SLIT D ETAIL D ' • ~ J m� �AA FLORIDA a"74 HOWN FOR CLARITY. (HEAD IMPACT HOOKS) $ECTWN VIEWS B ALTERNATE FIN FRAME - LARGE MISSILE IMPACT t, /jC e. > PVC HORIZ Sll • BAT 7115(2008 PROPA&TARYAE OON1.09MAL • - m• L RD�Ef3TO l.0ARAS ' THE VVOFWArroN CCNTANW N TINS OPAWN.O tS THE SOLE PROPERTY 3P FVS7(SOA 0; 8200 - NTS - CWS - 457 Vi&QOW M7fE1AS. W— ANY REPRODUCTION W PART OR AS A WHOLE W rW M9 TKE FL. P.Vs NO. M14 • c, . WR( RENPERLC $StDNOFC=0&4WR4MWSYSTE)AS. W— ISPP49MTM A 40F8 Um a Part a ne xrigtiun 3 118' --- -� SASH CORNER FRAME CORNER I t -mi witin R.. SK w ft, Pva tbad 3 1r8 7 CONSTRIJCTN Ci12I ^,t muc LION 7 1+8031 b'aRt Fr., StL w Py{; 59 23x16' 3 1+6031 Main Fr., SR w ft. PVC, L Jb - � 4 H•6t181 Mein Fr.. SK wlRg., PVC R. JbL 12 3 d + 5 1+1001 Mket Fat, Fxd 1 5 Reinl.Fxd.MR 211t1W 39x"16' • 7 040ae7 Sawn MSet. PA PV • • • • a 1+14n AvW. a COWNECi WELD CORNEA WELD I • *wmo Sash Bc tom Pea, PVC (S.S.R. Ior Hm (ALL SIDES) (AU SOFA 00000 10 &t Reid. 1' PVC SASH MTG. RAIL -6027 • FIXED MEETING RAIL • 2t �+sooa smh I�F11p�i dw PVC FRAME FLANGE -6031 SCREWED TOGETHER • i • • • t3 s 1s7e c PVC F FIN -6026 wtTH � • • • • 14 5.801* {lit. BdR31M•ma WerL 6 1 15716' ---{ B • • Is 1i 601 tit. Bd.. Hvi?- 1 i t 4 • • • • t8 • Sro01v Q9i. Bd•314 ",Sash,4lteR. f t3r16' 1' f118" • • • • • 17 San. A . PVC_ torte. 1 5I8• 8 L • IS f4 Stxn. 5►+�,+leri 15x8' 20 " Frwrr• Ja rt1. w C; is SASH MTG. RAIL -1497 • • • ° zI sawn 17116- 13r11r ALUM, REINF. 6063 -T6 • z2 • "W4 Ancl»rf�p • • • 23 R38o4 Ao1kw PVC FIXED MTG. RAIL -6001 PVC SASH TOPBTM RAIL -6004 PVC SASH SIDE RAIL -6028 • • • • • 24 Lock hpaet PVC 2s "A4 Keapwr. 6rpwt PVC ff 1 26 P•3215 W, Np Cww wi Rap &8' 1 114" 1 A 27 R3A83 drd. Fe. PJAlazA. 1J4 1 1 8 3116" $` 28 83424 Wstp., 0.270 x .187 bm:kFmSeat tray 29 83766 as x2marh Hsd& �--- PVC GLAZING BEAD -6016 S 30 1112 t2wxingBead ROLLER TRACK -1678 l ire' 3t P•37s8 lex0.6�iphPHSw SASH IMPACT HOOK -1556 FIXED MTCa, RAIL -1.499 S.B.RJS.S.FL -1498 Im" 32 P-4051w 98xt25DPhMUKWhL ALUM. 6063 -T6 ALUM. 6063 -T8 ALUM. REINF. 6063 -T6 ALUM. REINF. 6063 -T6 33 P -3748W 18 x 0.825 Qmd Fti TEK Wht 34 P-3010 BubvwAwt HBawo 35 R353 #8x 3w Screw. Frww took. �3tt6' 151tC 5116' --- •- 118_ y PVC SCREEN CATCH - 6013 36 N3342 SeamSeal SM•54 lrtir er 37 83752 Cap ft. V2" Rib � I 7t$• 38 83438 H _% ctMTruseat'+t ��� PVC SCREEN SUPPORT -6014 39 R3d3B 1IttmATruSs4 x SW x Sa B*_ 8s Ox , u 83352 Ur x 4 FRAME IMPACT HOOK - 1577 40 Iris' 41 "m Hs-mw G.H Cot Ixnwtt,RRCT b.im t ANCHOR CUP, P -3780 ALUM. 6063 -T6 (HS HEAD) 11 1 pq 42 P-3881 Tempora tbt (tFF JM ALUMINUM 6063 - 43 I»- -3 .{ REW S t 13 SC UPC} 31 3 P•38 isles tr>t. 0040) 44 Gin",Faed tr16' -�+ —astls vs' twin 4S ams, Sash 4s 83261 Spacer. Oura5eai. Fhxad pp A UPDATED PER NEW FBC REQUIREMENTS 07!07106 374" 47 P•3m1 Spac Curaseat Sa sh p fliitts —'�— 48 83218 Screen Frame, Hartz. 1 I Q) tr4' 1 b �> 4 •. 49 83218 Screen Frame, Vert. .I �, •' NMVDU7W sYSTFMS so P- Screw R m3 Corner Key FRA IMPACT I iO __ '^ 1900 5.w.44TH AVENUE si 83581 ScreES cmih 1sx is Firer lass ALUM. 6063 -T6 {HS Jl' A ) 8 ' OCALA FLORIDA 34474 5z P'•3228 scraett5pkta,.156Ua Ba PLAN VIEW OF ANCHOR CLIP '' - '. - , A 53 83029 Screen Put Tab v .a • EXTRUSIONS & S.O.M. - LARGE MISSU IMPACT it 54 83033 Scre Spr ng. TE: IfEM 19 IS NOT USED IN THIS PRODUCE r r - PVC HOR2 SLIDE SAT T 7/1512008 55 S-1577 Pratte CatC4 }iced, p4CL 1- <. I:' r c., ., .. 34 S•1d98 Aetd. S.B.f1JS.S•IL Vert ENE INFORMr M ix7NTAB ED IN TWZ BRA is t PaoPS" mea `f • L. `I• ' i ' 8200 NTS ' CW S - 157 58 83113 Screw WV4DGWSYSrJAS.81C.ANYf 1C1'ICN IN PART OR AS ,XFE fl -�,``• NO. 62514 4 o+ t . support, PVC watrtEN PEAeQ5380N OF CUSTOM ww0ow &YsrEMs, M. Is PEiOFxBA'ED. � n..... , �: A 5 OF 8 A � L•- (MIN. EM8EDM�MT) (S MAX SHIM {SEE NOTE 2 6 3 ON SHT. 2) 114' MAX SHIM I w a•aA ANCHOR (SEE NOTE 2 & 3 ON SHT. 2) (MIN. EMBEDMENT) 2112' p a • • • • (MIN. EDGE DIST.) a & a INSTALLATION ANCHOR, ANCHOR o ' MSTALLATnN ANCHOR, • • CAULK EEN BONERS .L� A , A , 3110 MASONRY ANCHOR. CUP 9'10 WOOD AWAM • • • • • LETEWS&MY • s trr 4 • a ^ 1 BY WOOb BUCK A, d + CAULK BETWEEN BUCK • • • • • • • 4 • as , BY OTHERS + s AND OPENING BY OTHERS • • • EDGE DISTJ a a D° w p A A • • Sol* • • • 10 ° D ' • � • (mut �EO�� a ' ' ' • 2 BY WAD BUCK • • • f • • ,per - + ,• s 6 t_ - f + • + , + $ ♦ g A ~ aA 4 a BY OTHERS j • O � • • • • • CONCtiETEt a f • • • • • — ~ MASONRY A AA a ,� d By OTHERS rs fit(" • • EXTERIOR FBNLSH BY OTHERS • 4 , WINDOW FRAME • 4 ° • JAMS • • • • • BY OTHERS• • • • • • • 1W MAX SHIM A " Q ' O WINDOW FRAME +► s • • • • • i • • {SEE NOTE 2 S 3 ON SHT. 2) • . JAMS PERIMETER CAULK aq,;: , A . O 0:6 • • PER1M •• Op PERIMETER CAULK By ]INSTALLER • - 1 WOOD BUCK RK7 BY INSTALLER EXTER IN SH BY WS7 FllNISFI • • BY OTHERS BY OTHERS BY OTHERS CL p (€1 tt CLIP (MASONRY) ORSZONTAI SECTION /F\ HORIZONTAL SECTION CUP (WOOD) WINDOW FRAME INSTAL ANCHOR CUP ANCHOR, HEAD 3116' DMA MASONRY ANCHOR WINDOW FRAME 3116' DFA. MASONRY ANCHOR. Silt. PERIMETER CAULK 114' MAX SHIM INSTALLATION ANCHOR, BY INSTALLER (SEE NOTE 2 & 3 ON SHT. 2) 3118' DUL MASONRY ANCHOR. SILL FRAM BY OTHERS FINISH D . r ' * . , ' r r ANCHOR • ► D , : D _ , p _ g _ D ` CLIP .,Drp - rD D PERIMETER CAULK ► p . r r t D ♦' rD, rA, p 11t <` . BY MSTRLLER P r D y D D p P• (MIN. EMBEDMeM EXTERIOR FMH ` rP , A. b a ►�. _ r By OTHERS � — ISEE NOTE2 8 3 CSN SHT.2) p - D • • r i+ r p p • : D . e D . • p D . ►D - rP .. • s � € r t BY WOOD BUCK CON StMIASbNTiY E (MIN. EDGE DIST_) BY OTHERS ALTERNATE PRECAST SILL DETAIL , • GUP (MASONRY) A UPDATED PER NEW FBC REQUIREMENTS 87107!08 � A. b� Asb a• `s O A. A O • P .• • A :A •b f , s 1 114 _ " �• A •* i . pa , A.� b (M1 _ A' • A �` a 'b ,�•. N. EMBEDMENNT} • _ S- ry WNDOW SYSTEMS ? 1 < • I. � a:• = ^a W. 44TH AVENUE s � •' . A 34474 (MM EME GIST.) 6,•»YXJ`Y - ,- VERTICAL SECTION - •r. A1(ATK7N ANCHOR WIGLP DETAIL - LARGE MISSILE IMPACT CUP (MASONRY) CONCRETEIMASONRY ' c t , r , - PSt�•Ht7RlZ SURE BAT 7/t=008 8 BY OTHERS MF t•FWP'i�TAitY A&RI ttAt. '' •" ..`..L t ROB7 =R9 L¢M!e$ .x c • NITS " CWS -157 THM ORM4T10M CO3TAMEG IN THIS UAAWM IS THE SOLE PROPERTY OF CUSTO . WMOdN SYSTeAs. MC ANY RsPF=1CTO N MPARTOR AS A WHOLE WITHOUT ' ' o FL-P.E. NO. W4 WRrrTEN PeRVASSXM OFCLIO" MiCOW SYSTELW, INC tS PROwsrteO. , a ' •'^ �. ' _ A li OF B .c .. ..� r,,.� T':4 • ... dry �i ..O i BYWWDDUCK Lam CAULK BETWEEN BUCK O DRYWALL THERS BY HY OTHERS (MIN. EMBEDMENT) OTHERS 13Y AND OPENING BY OTHERS •. ••r^ IW MAX SHIM • . "' S ,� Y. • '•. 1/4• MAX SHIM : �:. •:.; r {.• ;, (SEENOTE &3ONSHT.2) •., CONCRETE/MASONRY • •,••; • •r•r (SEE NOTE 2 8 3 ON SHT. 2) 2 L,,. • s . ` .. CAULK UNDER SCREW BY OTHERS •� • • • CAULK UNDER SCREW HEAD BY INSTALLER • + CONCRETElMASONRY 4 0 • • • • SY OTHERS HEAD BY INSTALLER a • a WSTALI.AT"ANCHOR, • • • 0000 • • • • MASS0 INSTA ANCYAR, 3716• E e' • ��NEOPAWM BIO WOOD ANCHOR W/ 1 oTCK MASONRY SCREW wtNEOPRENE BACKED • • E'�G 07}i SACKED WASHEA THRU SCREW • ANO OP BY EFTS • • • • • • SUPPORT. "4��' s • ► WASHER TNRU SCREW * e • • • • 4 ,r: , + SUPPORT. iL1Cdt • r •4 a a • • {MIM Imp � , • • " • • 2 BY WOOD BUCK •••••• • •• •• • yy{ 2712'• ���• ,�,► BY OTHERS • • • • • e • s . s • a• • (MI1 EDGE DIST.) i a • • • • t T!•- • m Pva dra o . y*X ' • • • • WINDOW FRAME ' ► • • EMBEDM DRYWALL BY JAM . a ••••! •• !t p, ° i •�1 s. a s. +. OTHERS a a• B ys.yS. • ! •. • • 7 BY WOW BUCK PERIMETER CAULK JAMS PERIMETER CAULK Y OTHERS (AMN E6A8 DNENTJ ByawALLER BY INSTALLER �LKBETWEEN BUCK • • EXTERIOR FINISH EXTERIOR fMH EXTERIOR FINISH) AND OPENING BY OTHERS SY OTHERS BY OTHE • • • • *BY OTHERS • • • • RS • PERItdE7�}1tRiRJLK ;kily 174• MAXSH�1 HORiZ ONTALSECTK)N BY �TA-iE�• SEE NOTE 2 8 36N SH7.2) (NRY) FRAME (WO0) ULK U �I�! wmmoow HEAD Ful RE RdSTAL ATION ANCHOR, 3116" DIAL MASONRYSCREW WINEOPRENE SACKED WASHER THRU SCREW INSTALLATION ANCHOR, 3716• m SUPPORT MASONRY SCREW wW:OPRENE WINDOW FRAME BACKED WASHER THRU SCREW SILL CAULK UNDER SCREW HEAD SUPPORT. BY INSTALLER INSTALLATION ANCHOR, 3116` DLA. PERIMETER CAULK 174• MAX SHIM MASONRY SCREW mlNEoPRENE- I3Y INSTALLER � (SEE NOT£ 2 & 3 ON SHT.21 BACKED WASHER THRU SCREW SUPPORT. EXTERIORPINISH p . +' +. " ° • ♦ a CAULK UNDER WOTHERS D • SCREW iE a D , � + D • � D . WINDOW FRAME + D . +'pp: + D + D +• . s• *D �• +D 11)4• SILL HIM STRENGTH STRUCTURAL D • •D► ` aD • Y A * D D D D D D (MIN EMBEDMENT) PERIMETER CAULK GROUT BY OTHERS ` ° b + D . m • +D• ' o., + D • + ` + . + , + BY INSTALLER 1 /4' MAX SHIM D �D+ ' r D, +D D D • D D w + . + EXTERIOR FINISH (SEE NOTE 2 & 3 ON SHT. 2) D BY OTHERS 211;r ••.• •r CONGRETFiTeAsaNRY (M1N.EDGE DST) f r'r }: • A e 51Lt STOOL BY OTHERS p • A : A u BY OTHERS ALTERNAT c PREC � DETAIL A UPDATED PER NEW F13C REQuiREMENTS 07/07108 P • a A: • p • : :A • ;O I' 7 FRAME (MASM B ) USE SOLID WOOD �n o. � ^ • m '•mm. ms • SUPPORT TO MAKE ..,�. -,,► }.s //�� . m ..�� . :• °. °,• , �• , �? • 'm SILL LEVEL. BY OTHERS a .� a . m . m . ` • • . e"� • . A. ' �'. •- wuZOW SYSTEMS s s s a ; a : : LIL4 NN i ?1100 S W. 44TH AVENUE . c 2112' h•- (A.EMBEDMENT3 r ` `- '.:Y•`. ' .�+..�% LA,FLORIDA34474 CONCRETE/MASONRY BY OTHERS . %1'v INSTALLATION THRU FWVv(E DE7AB - LARGE MISS LE IMPACT PVC HORR. SLIDE : BAT ' 7/1512008 A _ a TAar I�Q tDAI /(1ZYERTICAL SECTION TI4E PXORM MONCONTAWED W TM DMWW4 G THE SOU PROreRrroS F",.16 _ :` 1. ROBEt1T0'YdMl45 .. :1200 NTS GINS - 157 T FRAME (MASONRY) W W)OW MTSUS. WO. ANY REPRODUCTK)N IN PART OR AS A' 9c FL P.: AK). 62514 ;r. . . "ll PeRmms CN OF maT4U W W04W SYSTPJAS WC. IS Pnowsrrm A 7 OF 8 sees t• ••0 e0•011EATH � e •e (MMLEMBEDMENT • • , 00 0 OTH� INSTALLAIMANCHOR, •: ••e THENSS i e 68 WOOD SCREW , w 0000 BYO HEERS s CAULK BEHIND FIN ELK' U4' MAX SHUN • e *00 - BY INSTA14ER • • *00000 s s 2 BY WOOD BLIOK {SEE 1XSTE 2 S 3 QN SNT. 21 • • s • eWINUM WRAP • • t / BY OTHERS • • BY RS;ALLER so :0 4 e • • • • 4a INSTALLATION ANCHOR, • • • • PERIMETER CAULK 08 WOOD SCRIM • • BY 11�1�uTALLER • • . * e•e• ••• •• ]/S MAX SHIM • 0000 ` (SEE NOTE 2 &3ON SHT.2) WINDOWFRAME • • ljw JAMB • • e • • • • • • • {ILL EMSEDME" a • eIC www FRAME HEAD SHEATHIN4 ir. J • BY OTHERS » �+' P d r, I — 7 E)TERiORFINISH WINDOW WRAP BYOTHESS BY INSTALLER BEHIND FIN @ER9.tE(FFt CAULK BY INSTALLER BY (NSTALL.ER WINDOW FAAME SILL (F11 HOR120NTAL SECTION &�7 ftli (WOOD) lw MAX slam CAULK BEHIND FIN WE NOTE 2 & 3 ON SHT.2I BY INVALL.ER PERIMETER CAULK BY INSTALLER WINDOW WRAP 2 BY WOOD BUCK BY NNSTA WRAP BYOTHEAS li s.p DATED PER NEW FBC REQUIREMENTS O7 107!()8 INSTALLATION ANCHOR, .-d EXTERIOR FINISH{ „,i 98 WOOD SCREW BY OTHERS o , fi - r � WOdDC7w SY 'E"S SH£QTIi1NG rti ' e a P . 44TH AVENUE BY OTHERS _ t t 4 „� , " `. F! OR(DA 34474 (MIN EMBEDMENT) ALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT VERTICAL SCCTiON YC HOFtIZ SLIDE t 7/1512008 FIN { PROPWrARY AND Mt. . AL ` :. 7 IM WaF* MWWCONrAY� PED "LROBEri'f0Ca vti00 WTNDOFY;iY91'DA.4.@JC. ANY REPRIX�CT17N 8d PAATDR ASA WHOt.EW1'ftiC21L7 FL.. P.F-lp 12514 `... . WRD- 'cNPEH *nX)NOFCl5T0WWVQ=cW SYS'TEN3. WC. IS PROt#BfTED : , ' °.a • 8 CIF 8 or r:� t� a ^�• °.r ,�i"t �c.^ tip ' !~,r-Y•ry: iS� ° T, 0..h c ,�: __ ,eta.« o • - Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app dtl.aspx ?pararn= wGEVX... s y BCLS Home ! Log in User Registration ( Hot Topics Submit Surcharge Stats & Facts Publications 1 FBC Staff BCIS Ste Map I Links 1 Search Product Approval 0 e USER: Publk User r Product Approval Menu > Ptguct or Application Search > Application List > Appikatbn DetaU � FL # FL5823 -114 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc Technical Representative Michael La Fevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address/Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph@cws.cc Category Windows Subcategory Single Hung .Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE •• ••• • • • • • •• • • • • ' • ' ' ' Validation Checklist - Hardcopy Received • •• • • • • ••• • •• ••• • • • • •• Certificate of Independence EL5823 R4 COI 510484A (Eval Rep SH -8100 Impact) pdf It4Arence8 Pntlaip and Fear (pi' §tandard) Standard Year i i i • i •• • : i i AAMA /101/I.S.2 -97 1997 • • • • • • AAMA /101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I of 3 7/15/2009 9:19 AM Florida Building Cade Online http:// www. floridabuilding. org/ pr /pr_app_dtl.aspx ?paranr wGEVX.. PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Imoact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.odf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.Odf Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).gdf Created by Independent Third Party: Yes r 58223. , 2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.Odf Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.r) Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impac ).Ddf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -369 (SH -8100 Impact 52x72 100 Approved for use outside HVHZ: Yes DP),Ddf Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +100/ -100 FL5823 R4 II Mikron NOA 06 -1220 01.Ddf Other: Large Missile, 52" x 72 ", +/- 100 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP ). df Created by Independent Third Party: Yes SLi "4 • • • •- Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI • • sash. • Lini% 4e: ;�; • Installation Instructions • • A"tovdWor t:se th RVItZ Yes FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).r) Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf • 4)esign►Pressure: +6745/ -67.5 FL5823 R4 II Mikron NOA 06 -1220 01.pdf ;ether: Large Missile, 5:jY.9j Z/ 5 HI sash, +/- 67.5 psf. Verified By: Roberto Lomas 62514 • • • • • • • • • • • Created by Independent Third Party: Yes • • i i • • i • Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96). pdf • • • • • • • • • • • Created by Independent Third Party: Yes • • • • • • • • • • • ••• • • • •% • • 2 of 3 7/15/2009 9:19 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX... F- Next DCA Administration Department of Community Affairs Florkla SuMby Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 p 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: a ............ . ......... . • ............ . ••• ••• ••• . . ... . . ..... . • •• •• . • . . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 3 of 3 7/15/2009 9:19 AM t ' L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 610484A 336 - 945 - 9695 Manufacturer:. Custom Window Systems 1940 S.W. 44P Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impact resistant ConwAance. ' The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 13-72.070 method 1 (d). The product listed herein complies with the 2007 Florida Building Code. Product descdpMm. Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Suppofft rechnkal!Documentation: 1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation. TAS 201-94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t75.0psf design pressure, 10.13 psf water infiltration TAS 203-94 Cyclic Pressure Loading t75.0psf design pressure b) Report No.: NCTL 210 - 3168 -2A, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1886-02 and ASTM El 996-02 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, :E75.0 psf design pressure c), Report No.: NCTL 210 - 3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 101 3psf water infiltration TAS 203 Cyclic Pressure Loading 167.5 psf design pressure (f) Report No.: NCTL 210 - 3168 -36, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSIIAAMAtNWWDA 10111.S.2 -97 Design pressure: t67.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM El 99"2 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, 167.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. ....... al .. .. _` 4V E M •• ail•..- .••,.s..,y'rY!:`si .� Zftj ::. ' ....... :.. .. TAT ' OF • • i =•"• • • � s.^ • Kvi •..:" .."'"� • fit,/ "'` • • - • .• iii "• • � � •p'� �•r�.. � fiZ yt- 1 `�„```". see 0. 1 of 2 �-; ''°, 1 „ /� S J/ �� �X\ Luis R. L omas, P.E. e `.•'. ! a^"" 4 �4" <:b �r.`` } j/! ��AI �\ FL No.: 62514 ...~:. c. ,.•.� ...� �.• �j!!lftllll�� 07/16=08 • •w,r•6io �,• i �•� •• L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 6104M 336- 945 -9695 L1mitat7ons and Condttlons of use: ff Uni t size Max. D.L.O. Design Pressure Rating Impact Rating 7" x 63" 31 9116" x 27" t 75.0 f Lar a and Small Missile Im 118" x 76" 4711116" x 3311116" * psf Large and Small Missile Impact • Units must be glazed with °•/," IGU consisting of: outboard lite 118" Ann — Air — 5116" laminated inboard lite consisting of 118" Ann —.OW Dupont Butacite PVB intertayer -118" Ann per ASTM E 1300. • Dupont Butacite PVB intedayer per KOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not rewire impact protection in wind bome debris regions. • Frame material to be white rigid PVC per N.O.A. 06- 1220.01. installation: • Units must be installed in accordance with approval document, CWS -155 Revision A Certiflcatton of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). it 0 w .... , .. ,, ...0 4-TAT OF : v, " r sj ,,.� Z� Luis R. Lomas, P.E. 2 of 2 ` ti y �'' NA . -0� FL N o.: s2614 / f il l 7 07118=08 • • it ,. �` - w.=. ,s .. • :..• t i • •"+rte'• • °'•••.• ;.. •4�:`0�� SINGLE HUNG ELEVATION (IMEffiT) PW INPACTREOUIRFMENT: • • • • (SHOWN Wi DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING • • CODE, CURRENT EDITION • • • i • a R � ` i t pVgU 2. GLAZING OPTIONS: (SEE SHEET 3) �„ f , LANGE 1"DTH MAX • • • • • • i • Y"° �MT�Vi 517x8° MAX. NIT WIDTH 3. CONFIGURATIONS: • • 4711r1a' 1i10 74" • .LAST ID 4. DESIGN PRESSURE RATING. (SEE TASLE"HEET 3) • • • • - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. • • • gg - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND • •78� • • • • • • MA)L GLASS TABLES ASTM E 1300. VAX • LL • (�• • • • G �E Q 33 112° & ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE • HEM • • • • • • • • DLO HEIGHT 88174' GLASS SHEETS "FOR ANCHOR DETAIL. 00 74 374- U N1 B. SHUTTERS ARE NOT REQUIRED. MAX • • • • HE M• • • • • • • • 30 1• 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FDCED MEETING PAIL AND • 3 • •• 331118• MAX. 273718' JAMS. GLASS SASH X GLASS • • • • • • OLD HEIGHT �O 8 REFERENCE TEST REPORTS: NCTL 21031862 , NCTL 21D31S&2A , NCTL- 21031883 L 210.3188-38 , NCT • • • 4 9. SERES 1 MODEL DESIGNATION 91.8100, 451M GLASS DLO 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO .LASS OLD STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. b HI SASH ORIEL 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH % QUAL SPUTJ 12: SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 37" MAX OVERALL 531" FLANGE WIDTH _63118" FLANGE WIDTH FLANGE WIO 31918' .LATE DLO 4" MAX UNIT WIDTH 517/8° MAX. UNIT WIDTH 51718' MAX UNIT WIDTH 4T IWO' GIASTDLO 4711718' GLASS DLO 83' J H 2= 83 618• 83516' OVERALL ,PLATT MAX I OVERALL 33172' O VERALL 331JY HEIGHT 613!4• DLO FLANGE GLASS FLANGE O LA088 MAX HEIGHT 82 311x• DLO HOGLLT 82 1/18• UNIT MAX MAX HEIGHT 3W 273MY SASH UNIT UNIT MAX GLABB HEIGHT 246+8' 213!8 "6 24 5718' 21. Hq OLD MAX X GLASS BATH I OtQ 1FJGHi 28 15118° .LAST OW 4611 45 1116* GLASS OLO CLASS MO EQUAL SPLrr D PER NEW FBC REQUIREMENTS 1 PDT= 6040 SPLIT ORIEL 4 H SASH ORIEL a• TABLE OF CONTENTS 4 � GENERAL NOTES & ELEVATIONS..... / �`� -` o i '` X11 SW 4471 AVE. ANCHOR SCHEDULE & NOTES....._.. 2 .`► . • . gj a _ FLORIDA 34474 OP CHARTS & GLAZING DETAIL ........3 .� s.r. SECTION VIEWS.._ ..............................4 •. s ., ;a°, NO TES 8 ELEVATIONS - IMP EXTRUSIONS & B.O.M ... ............5 i`' .. O " • . INS TALLATIONDETAI ..._.... »......_..88 p raaraNnc•�eexml '� • t - °� cam; PVC INGLE UN AD =2008 n+EWORW110NCONTANEDINTM$OR WNO18THESx.EPRO ` _ 'L Rq���': a ►YTS : CWS -155 MCIOW SYSTEMS. UDC.AW REPROOMUM IN PART OR AS A FL ml 82814 • •_ , WRTTEN PERL96SWNOFCUSTOM YII1 UiC.� p' A 't OFB 8P a• W - a `R.� se r i r�f•.f . -p e . eCe�.� �t • • � - '��i1l�I }t@itt6apt • • • • • SEE NOTE 2 SEE NOTE 2 • • • • • lii • • • • • 4' [Li�` O.C. — _ .. • •MAX O.C. • • MAX. MAX MAX — ' MAX (TYP) MAX O.C. SEE NOTE B (TYP.) • • • • • • S" TTY Pl �� .C. • • • • � • • • ' � NOTE 8 4' MAX • • MAX MAX -� —�� • (nl'1 • • • • (1YPy (TYP) • 0000 0000 • • 0000 • 0100 •e • ©• 0 O M • • 8° V • • • • • • • Maxo.c. • • • • • �O.C. (TYP) 18" -. . • • MAX AX • MAXO.c, • 0000 0 0 000 INSTALLATION 000 X �( • 0AIN iORSTYP. • X /♦ • • A INSTALLATION • 4 INSTALLATION ANCHORS TYP. P. INSTALLATION A141ORII TY n ANCHORS TYP. ANCHOR ffi%-(FLANOEi $�I CHORLAYOUT -(FIN! TAI �U a P'; NFri OPEM�6) • •TMR�8 41t001R�DOPENNfi) ISPECSiCFOR 750.PJ IBPEEGm FOR 780.P.) ANCHOR LAYOUT - (FLANGEi ANCHOR LAYOUT -(FIN! ' U FRAMEa CUP (MAWNRYOP8MN0) THRU t•1WLINOflN{tM000 (SPECIFIO FOR a.s QPJ (SPECIFIC FOR 87AlP,) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, 2. SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHINS. MAX ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 111V IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4* INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112 SHALL BE ACHIEVED. 5.010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK S. 98 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1117 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7, SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. UPDATED PER NEW FBC REQUIREMENTS 07107708 S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR GOATING, t � } 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. a` �� • ++r u rcaa. ' rrt SW 44TH AVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES' = L S CALA, FLORIDA 34474 A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 : ^ » ' S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. o p ANCH On SCHEDULE & NOTES - I C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). s � ° OR AS AS AW e Am 71712008 INFORMATION e%1N1'AwEn Y t7RP1NtNCj ts > LE PROpE NCC� p L. ROpERTO L.OMAS g R .. y- $104 NITS GINS -f rtE WNCON SYSTEMS.lW- ANY REPRODUCTION tN PART NOLE YWTI9 FL Mg.E: N0.82814 WRITTT'NPERkgSS70N � Ot1ST011 WR,pOW BYSTEMB, INC. � PR a • .: � A ' 2 OF 8 • • JZ c =••.fit -,' a�ti� . f�BF+9�,�P�ktit4lcs, :. MODULARSD25 JUMT • WN=WIQ - WIDTH GLABi • • TYPE • f12 119 • 31112 38112 38112 41 112 43112 47112 51112 83112 55112 8812 6,7111 66112 87118 71112 74 314 • 2311f A.B Al PTS +T3 ? -TS 0 +751 -75 +751 -76 +751 -75 +751 -75 +751 -78 +751 -75 +761 -76 +751 -75 *751.75 +751 -75 +87,51 -67.5 +6751- 87.5 +67.51- 87.5 +87.51 -875 +87.51 -87.6 • 6 2Pf?P A,5 +751075 +751 -75 0 +751 -75 +761 -75 +751 -76 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +751 -75 +87.51 -67.5 +57.51 -67.5 +87.51 -87.5 +87.61 -87.5 +87.51 -67,5 fn A,B 0751 -75 +7 940 • +751 -75 +751 -75 +751 -75 +751 -75 +751.75 +731 -75 +751.76 +761 -75 +751 -76 +751 -75 +87.51 -875 +87.51 -67.5 +87.51- 67.5 +87.51 -67.5 +87.51 -BL6 • A,B +751.75 475"" i64-•Ti • +751 -75 +751 -75 +751 -75 +751 -75 +751.75 +751 -75 +751.75 +781 -76 4731 -7S +761 -75 +67.51 -67.5 +57.51 -67.5 +67.51- 67.5 +67.51- 67.5 +67.51 -675 A,B +751.76 + • *751 -75 +751 -JS +751 -76 +751 -76 +781 -75 +751 -75 +761 -75 +751 -75 +751.76 +751 -73 +67.51 -67.6 +67.51- 87,6+67.51- 67.5 +87.5 07,5 +87.51 -875 • A, B �TSt•87.6 +875 {�7� +6751 -87.5 +87.51.875 +6751.67.5 +67.51 -67.6 +8751 -87.3 +87.51-67.6 +67.51.67.6 +875!• -87.5 +87,51 -67.5 +6751 -67.5 +87.51 -67.5 +87.51.57.5 +6751 -67.5 +87.51 -67.5 +67.51 -575 • A, B S7* • 75 +07%4 n =8751.67.5 +67.51 -675 +8751 -67.6 +67.61 -87.6 +675t•875 +6751 -87.6 +87,61.67.5 +67.Bt -875 +87.61 -HT.S +8751 -87.5 +67.51 -675 +87.61 -67.5 875 +87.51 -67.5 +/ -87.6 +67.61 -875 AB + 7.51 -87.5 +87 8751 -075 +67,51 -07.6 *57.51 -87.5 +67.51 -675 +6751 -875 +67,61 -57.5 +8751 -675 +8751 -875 +87•6J -67.5 +87.31 -875 +87.51 -875 +87.51 -67.5 +87.51 -67.5 +67.51 -67.5 +87.61 -575 • 4 A,13 + TS •e7.5 +87 +87 •875 +H7.St•07.5 *8751 -67.5 +67.51 -67.5 +HT51.675 +87.51 -87.5 +67.51-67.51+67.51-67.5 +67,51 -67.5 +87.51 -87.5 +57.51 -57.5 +67.51 -67.5 +87.51 -57.6 +87.51 -87.5 +87.51 -675 e11l2 A,B +87!51 -87,5 +8J 1.87.6 +8751 -87.5 4E7.5t•87.5 +8751.87.5 ♦8TSl -87.5 +67,5/•67.5 +87,51 -87.5 *87,51 -6TS +87.5!•67.5 +87.51 -87.5 +8751 -87.5 +87.51 -87.5 +67.51.8TS +675 1•67.5 +8751 -67.5 +67.51-673 • 0000 • • • • • MODRY SO 193 trip 10 T0>♦ "EMT (e�q WIDTH GLASS (V4 TYPE 26 36316 585!8 ell e9 72 7e 18116 A.B +761.76 +751.75 +731 -75 +75145 +751 -75 +6751- 87.5 +87.51 -875 48112 A.S +751 -75 +751 -75 4751 -78 +751 -75 +751 -73 +87,51- 87.6 +87.51 -675 3 As +751•75 +751 -75 +751.75 +75/- +751.75 +87.51.87.5 +87.51 -875 531 A.0 *87.51 -87 +87.51.67 +87.51.87.5 +6751 -67.5 +8751.67.5 +6751 -675 +67,51 -87.5 31C OVERALL 3W OVERALL 118" ANNEALED GLASS 118° TEMPEREDGLASS 5118" AIR SPACE 5116" AIR SPACE 6118' LAMINATED 8N8" LAMINATED 1B" ANNEALED GLASS '118" ANNEALED GLASS 3132" DUPONT PVB INTERLAYER 3132' DUPONT PVS INTERIAYER 116` ANNEALEDGLASS IW ANNEALED GLASS NOTE.: 1.W SIZE INTENDED IS NOT SHOWMUSE NEXT LARGER s UPDATED PER NEW POC REQUIREMENTS 07/07108 �tltti' iSf:' . • GLASS TYPE A . n.' .. . v - < • . GLASS TYPE 8 44TH AVE. +. --' �.,'a: - _ ar. 900 SW .R ^r FLORIDA 34474 `�` •t P CHART 8 GLAZING DETAIL - IMP y g r• -r a a•- SINGLE HU ' AVE 71712= PRWHEIARPAtfD co TF¢ wFOtnAettaucoNrAweDINTtesnwwmwolmstrmsrn .e :. T L �.� 81w NT's "CWS -1'55 Y1ttmOW 6Y6TENp.INC. ANY RS'ROOUGTION W PARTOR ASA FL P:t2 NO. 82514 wwrteNPRRwsmWoFetaToNwmwowsrsteals .uac.� s ^•`,- r. *`. A '3or8 Soso • • UNIT YYIDTH— - -•-- -{ • •••• • • • 1 13 •••• • •••••• g • • �, 4 • • • • • • OVERALLFLANGE WIDTF+ • • • • • TYPICAL HORIZONTAL SECTION • • • • • • NOTe: t Ear NEW `aY o WOHT UDESHMS MS H%IT AWAY IMPACT HOOK SPACING: •••• 1) SILL HOOKS: Ay S" FROM UNIT EDGE TO EDGE OF HOOK. 2I SASH CATCH: IS CENTERED IF UNIT WIDTH IS GREATER THAN 37'. AJj 2.1lr FROM SASH CORNER TO EDGE OF CATCH, 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT NADTH 18 GREATER IMPACT HOOKS APPLIES THAN 37•. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN IW, WHENUNITWINDOW I 895 EXCEEDS 37° WIDE AND/Oft Sr HIGH. 9 8 8 OVERALL L L"T FLANGE HEIGHT HEIGHT 40 } r-GLASS TYPE 1 l t I SEE SHEET 3 / 1 DETAIL A 2 UPDATED PER NEW FBC REQUIREMENTS 07107108 A iir r, ALTERNATE FIN CRAW '• ` j/ � • ....... *, v@ 1 900 tiW 44TH AVE. NOTE: ITEMS USED BUT NOT S HOVVN FOR CalmAR : <r .' . a J. y ALA, FLORIDA 34474 E- 20, 23. 25, 28, 31 ,37.44,48.47.4952AS,83.84.87.r ,• ?: �x °w ^' SECTION VIEWS & ALT. FRAME - IMPACT C :G : .w PYC St LE AVE 7f712008 •UIIr"VoRlWTIONCONTAUltD F IN TH�t IS THE BOLE aaCaERT/ ..••L. ROB o' .r •.. `$ PITS _ VftO XSYSTMA XA PARTOR A3AYSi E FL WW. Wl4•• 155 . ` NWI TEN PERMI9 M OFCUSMU VANOO X SYSTEM, INC. IS PRMNITEM a d . �R'': A ' 4 OF S ' X. @em/ part a Deacrl oa FRAAAEt�ORNHR I m-mi SK- field 3.128 1.9t0 2.160 CONBTRUI+TION 2 H4mj tAdaFO8tL- AOp,PV68A< � 6 3 1i60pt ..SFL• . F C.RIb. • 1180f40• tie3 Fxd. 1.847 1 t.847 t • at 51498• riek,r. Ltk • t.64 a P W27 kbeL RK 3,888 ♦ 9 111497 Rektt. flesh k40eL RU • .4as Rot PV CORNER WELD(ALL SIDES) 51 • 1.180 -1 • h3 ROM flesh 0 �' �" L PVC SASH STM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 at 3 :.R . 14 • &WIS. 3W.Fxd.. •. • • 4111 • S-MiO Sd., 3W F"., erl PVC FRAME FIN -6026 7�D 18 84018 .8d.,9Ifi,Sesh, • * sole 4q, 3r4',sash.tyq, • • • 3.128 1 a6r to 88013 9A1tf Adspt. wff&, Wp. Mork. 4.0 g 8 7.838 t9 A L .831 • • •7,• . 8802@0 1 Flat, wa vo t. • 31 51 Fr PVC.htp.,SH(sikH9(.b) 2 REINF. FIXED MTG. RAIL -1499 u 51668 S" Catoik PvC, fTpact 3 ALUM 6063 T-6 t ' PVC SASH STOP -6029 23 8.1604 AIWW 2.7 4 PVC FIXED MTG RAIL -6001 SCR FWMMEETINGRAIL ED TEWOGETHER WITH 24 ter SCR TO 3S A30tat Sash Cant PVC 24 83040 Take put Cip 77 83783 lack, bgaCt, WC 28 P•3784 Kespa. kM=t PVC PVC FRAME FLANGE -6031 30 P3218 weep Cow -1FOp y98 31 83883 Row Plats, FAM 9 32 P3429 wstp., 0270 x .187 track FcAeaL tbw 1 Btt 114• 70 1 .068 ,166 f 37 P3765 08x2MFhFHSW f 38 83768 118xaMsFhFHSLS 1 ,217 10 39 P•4031w 08x1.280FhFHTBt,Ntd 11w R EINF. SASH MTG. RAIL -1497 t 40 "46W N6x REINF. S.S.R./S.S.R. -1458 ALUM 6063 T-6 PVC GLAZING BEAD -6016 42 P3688 #B x 3WFh PH M 2 FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 43 a3e0 98x3WFhRiMK2 ALUMINUM 6063 -T6 44 RMA2 88sm88m. WSW 45 1L8784 tt2 Hob 1 1r8• 8f8• 4a Ftis41 Hat Ao7 Tn , 'H arts• —} 1 i 47 w MA a s4ae nasest W 48 P -M Sat. 80., 45 Dw.. Mr &r x r Lg. F t Ire• 49 P3713 8t+8100t3mk1 Cal. Lebec WRO Tab. nvam 51 8301 TORPMErLDl. {NFRC 0 sr _ SASH CATCH IMPACT 42 P3613 C mLbL(kw) ANCHOR CUP, 1604 PVC SCREEN CATCH - 6013 Gloss, Eked ALUMINUM 6063 -T6 PVC SCREEN SUPPORT - 6014 ALUMINUM 6063 -T6 .43 Glo ss ctmm La F4281 Splur(see aht 31 , ��+� —2 9l18` UPDATED PER NEW FSC REQUIREMENTS 07/07108 s3 P3218 Sgreen 8 2 Horse. lar 3!B• 63 83218 rea.,VWL I TEMS 314• ys,+ Z - e - � . d4 MMI Saveq Fmw Car= Key 50.5&61 ARE NOT USED scmmF 7 � b� Fr3661 &tten path t8 x 16 Fbwgosa N S PRO T. -_ - SW 44TH AVE. u F� swam Spba..t81 Da.. Bk 114• � Z ��. > FLORIDA 34474 i<n 67 F-3= Sam Pat Tab PLAN VIEW OF : ;�. ;' " -' 6a P3033 seted" $P *V. ss ,:. .' . �.� +..�;+ ANCHOR CUP .. l USIONS 1 BA K - WACT 49 H•8026 14akt Fr.. 8H. wMh. M x q 7n 51112 Geed = M * �-% iNGLE H 7!!12006 TI Ff8028 1k�de 3- OW PROPpETARYANDCOAFa,EN11AL ••d lt.Ot <«�• ,_: 72 P-3113 8cra- ttuppert }qt PVC THEIWORMATtONCONTANMtNTe DMPAAWM nHMSMEPROPERIV k •"'�'' NTS �.W� - t.�s YY MMSY8TEM RY- AN719MDtZTMtNPARTORA9A FL P Wli0LE .fi� 82814 . ,VRiTTB1PERMDiS1ONtCIRiTOM WIN00178YtirEk6.9iC.18 PROF�TfiOr- • R• ." ' A ;SOFS If. VA ib (M fl, EMBEDMEN) V (SEE NOTE 2 3 ON SHT. 21 CAULK BETWEBN K 2'ICC v4• Ma • ANOgPENINCI gYjijtt� • (MIN. �[3E O�Ta ° ae E NOT) TE 2 & 2 6 3 (ANN• EMBEDMEN'q • •••• • • • �� . CU iSE H OR NSET'2) • b • • • • • • • • • • 21!21 ° �p •• ` �. °� 4 INSTAUA71ON ANCHOR, • • RY • (MIN. EDGE DIET.) a • a INSTALLATION ANCHOR. ANCHOR ° f10 YYOob SCREW By OTHERS • • e• + ° . 3:18' Doi. MASONRY ANCHOR. CUP • •• •••s b� • b CAULK BETWEEN BUCK • • • • • • , . f p ° ° p6 .4ia• a ¢° ai i► p a • a 1 BY WOOD BUCK �` ° • AND OPENING BY OTHERS • • Soso •mss P± �� •�i �• �° a. • (MIN EMBEDMENT) BY OTHERS • ° • b • • ••• • °� a. �° ,° 2BYBUCK !. BY OTHERS OR FINISH • ° • ° ° ° ,d BYO - (HS •° + ` °• • • • • • • • —�-- 1i4' MAX BMW (SEE NOTE 2 B 3 ° ° • ° • ° ON BHT 2) b ° CONCRETEIMASONRY PERIMETER CAU • • • LK • • • f 4 t ° • ° BY OTHERS • ° + aA. ° • •)3YAM8TALLER• • • • 1 WOOD A • ° • °° 4 • • • • WINDOW FRAME ` • : ° : ° •° JAMB PERIMETER CAI LK 0 O. ANCHOR • • •� SYINBTALLER HEAD CLIP CLIP ' . •• PERIMETER CAULK • aW ° HEAD T7TA¢NN Oo BY INSTALLER � ntS•_ EXTERIOR 311x3° MASONRY ANCHOR. > 1 HORIZONTAL SM71ON OTHERS INIBH , HORIZONTAL Bi CTION B CUP (MASONRY) CUP) ANCHOR CAULK BETWEEN BUCK CLIP AND OPENING BY OTHERS WINDOW FRAME SILL INSTALLATION ANCHOR, 318 DIA. MASONRY ANCHOR. PERIMETER CAULK BY INSTALLER 114" MAX SHIM ON VT. NOTE 2 8 3 EXTERIOR FINISH ON SET. 2) WINDOW FRAME BY OTHERS a ♦.• ♦. ♦ p ♦ a BILL ' ra•Q a.� a.¢ •� INSTAILATKxQ ANCHOR . ♦ a . ♦ d . 0♦ a ♦ D ► r ` ♦ a r p a 1 1t4• IW OIA MASONRY ANf210R a •. ,a a . r a a WK EMBEDMENIT} BYINBTALLER a ♦ � r �� INSTALLER ANCHOR • a. G a. �, ♦ p ♦ a� ra CUP r ltd' MAX$HIM •�► + P p . r p • ►a p EXTERIOR FIIJ�H - (Std NOTE 2 AL 3 21P2° BY OTHERS ON SHi: 2 ) CONCRETPIMABONRY (MN. WOE DIST.) .P ••°P 1BYWOODBUCIC BY OTHERS ALTERNATE PRECAST SILL DETAIL UP DATED PER NEW FSCREQUIREMENTS 07107M •, • •�„,� D , � 1.17 L— BYOT•Hm OUP (MASO ! W . D ebbs � �!A• � A!i �� '�i • •p.D� A. p P . b' P• Z A 1114' M EMBEDMENT) SW 44THAVE. IN .• D .a a . �l.D ! . : °° , + i ' ! w i . ° : �► { •Y s o ,. FLORIDA 34474 BY NCRHE SONRY fiA1N. A?DOE DIST.) n ""' :•:.: LAT) N DE W1C IP - IMPACT [�VERTiCALSECTTaN PAWNETAWANOCOWMID(Int �• .� ." ( t i -�• :c� 4� � • j,_. �" C &INGLEHUN • ADE 7171200@ 'Tia�ORNMTIONCANTAPIMIN Tm DNAYAIAT Is THE 301.E PRDPERTT O E.4taiB tro�LOM� ". ; q .:.: 8 W NT5 "CWS -1 CLIP OAASONRY) NRNDOWSY$TEM. IW -ANY TIOWNPARTORAAAWFpIk.yi�Ota TiE3 FL P.Ei�10.62814 - NABTTENPERIAE6btiCIETTOMMANDOYYBYSTEtA9 ItiC. tB PROt�tTFD... `"• • •'; ' A '60FS J. ( ON. • • • • ORYWAtL (SEE NOTE 2 a 3 ON SHT. 2) WK EMBEDMENT) • • BY O•R{EpS� 18YWOO BUCK • • • • • • • • • BY OTHERS B DRYWALL • ••w• • • • DRYWALL I- ♦ 114' MAXSOBM BY OTHERS BYOTHERS • • • • • c ONRY • r•r •Yr" • •�. •y ,.• (BEE N OTE 2 8 3 ON BHT. 2) p ► i ` • • DOE •• i w i • • INSTALLATION ANCHOR, 3118 DIA. ♦ 4 • { HEAD BY AU ER • ► CONCRETWMIASONRY • w MASONRY SCREW W1NEOPRENE IM ORNE Ri s i • RB • • • • y\Y' • BACKED WASHER THRU SCREW • ♦ . ` ` ' ► • • • • • • • a ♦ • SUPPORT 4 2 BY WOW SUCK • w w • • • �• p� aZ.• A . • A . A • .y ! • ' ► BY OTHERS • BETWEEN ♦ A • „�� A •A.• A • 0•` • ►' ► orb • •' +' ° • BY 07�RER8 • 1 BY WOOD BUCK EDMENT) ♦ • ♦ • MOOW FRAME • ` p INSTALLATION ANCHOR. i10 D • • • • • • �, y BY OTHERS 21/2* 4 • JAbtB . ► . YVOOD ANCHORWtr�OPRENE • • (MIN. Ewe DIET.) ♦, ♦ • i p �bACKEO WASHER THRUSCREW • O SNISH •••• i •t•�.•s� i ►i.` SUPPORT � • ° MA HdN • • • • • . • • ttd PERIMETER CAULK PERIMETER CAULK • .ti, • (SEE NOTE 26 S ON BFfr.2) BY INSTALLER BY INSTALLER RS • • it81 CA • BY INSTALLE • CAULK UNDER EXTERIOR FINISH EXTERIOR FINISH CAULK BETWEEN • • • • SCREW HEAD BY INSTALLERS CAUL BET WEEN SY OTHERS BY OTHERS BLOCK AND OPENING WIN FRAME BYYOK BY OTHERS T14ERS HORIZONTALSECTION_ HORIZONTALSECTION HMO (D FRAME(MASONRY) FRAME(WOOD) INSTALLATION ANCHOR, 3118" OIA. MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW CAULK UNDER SCREW SUPPORT HEAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR, 3118' CIA. SILL MASONRY SCREW VONEOPRENE BACKEDWASHERTHRUSCREW SUPPORT INSTALLATION ANCHOR, 3118' DIM. PERIMETER CAULK 114" MAX SHIM MASONRY SCREW WNEOPRENE BY INSTALLER (BEE NOTE 2 d 3 ON BHT. 2) WINDOW FRAME RACKED WASHER THRU SCREW SAL. ay OTHERS p ` • • •` • . ,. ` CAULK p• p• e p • e p . e BY SCREW HEAD INSTALLER H10H eTRENGTH STRUCTURAL • p • • , • P • • . • .. p ,. t (MIN EMBEDMENT) GROUTBYOTHERS p• �• ` ►4 • e p p p p ;•P , p•e �•P •p �� • ��• ,,., .,•. PERIMETER BYiNBra LLER ULK 1r4 Max SHIM , ► • • b ► p p , p p • , p p • e p (SEE NOTE 2 8 3 ON SHT. 2) EXTERIOR FINISH (N N ema GIST.) CONCRETFJMASONRY ALTERNATE PRECAST BILL DETAIL OniERS „. `� BY OTHERS ,� SILLSTOOL F RAME MASONRY) DA 1) PER NEW FBC RE4UIREM NTS 471071 • ? t. ° A . +" • i ,° "'•.,. BY OTHERS A : A . t A •• y . A. A . ° ' ° ♦ ° `° USE SOLID WOOD ♦ To • ♦" ' • ° ° SUPPORT TO MAKE BILL \ .a A • A •° , ° ► i • °• . p• • . s • A . • ° LEVEL BY OTHERS \ �� ac s ,r : • y •'. S W 44TH AVE. • p. • a '• • A • o A • i `��' •,,�. 'm•;, - FLORIDA 34474 .•1315. .• p" ir e', , (MINEMBEDMENT) ,``•� o ",y -.'•° ALLA N DET THRUFRAME- CONCRE7EIMAeONRY .q _ "" • BYOTHER8 (MON. Ewe DIBr) • �•�•� 4 t ' "g �w: �� � I LEH N ACE 71712D06 VER ncnL ON PRCPRVWANOCOAFTS0( _ a �+ SECTION : • . SOL a `' 8100 NTS CW FRAME (MASONRY) f TMHRRFORW4T [ONCONTAW6DMTNB RTO PRCPHt 55 WNDOW$YSTEMS.INC. ANY TION FN PARTORABAYJFIOIF , FL ! a Ywar rEN PEraAMON Cr CLBTON N"30W avaTem. *r • O a A 7 OF a . C e � G _ te r• • • r +'' . r L x • a y;,,' . wd a v • r d t, 'i!/s f.'4 � :Rte ty1'•3 • BY OTHERS EMSEMWM • •••• • • • • • •. EXTERIOR F1Nf�3H -- • BY '137 • °• 2 BY WOOD BUCK • 0000 0 • BY OTHERS p,� CAULI&EHIND FIN • ' >< • BY INSTtyI.LER • •��' • • • • • WINDOW YIRRP • INSTAUATION ANCHOR, • • • • • 0 Ne WOI)DSCREW RERIrIGi EFTr•gyUC •••• BYINS A • • • • • • 114° MAX $HIM • (SEE NOTE 2 6 3 O SHT. 2) : **s o • • • • • 2 BY WOOD BUCK Ve MAX SHIM 0 000* • BY OTHERS (SEE NOTE 2 d 2 ON SHT. 2) • 40 9009 W W%C04FRAME • MEAD • INSTALATIONANCHOR, 08 WOOD SCREW WINDOW FRAME i = JAMB (M N EMBEDMENT} SHEATHING BY OTHERS o rid EXTERIOR FINISH WINDOW FRAME BY OTHERS WINDOW WRAP SILL BY INSTALLER CAULK BEHIND FIN BY INSTALLER PERNETER CAULK SYiNSTAL.ER CAULK BEHIND FIN 114' MAX SHIM q) HORIZONTAL �� BY INSTALLER (SEE NOTE 2 8 S ON SHT.2) FIN (YYOOD} PERIMETER CAULK 8 BY INSTALLER 2 BY WOOD SUCK BY OTHERS e° UPDATED PER NEW FSC REQUIREMENTS 07107115 WINDOW WRAP 'C BY INSTALLER INSTALLATION ANCHOR. d SBV9=GCREW EXTERIOR FINISH °• BY OTHERS ..m "!, ` 19�SW44THAVE. Q • a : P j g a / j $ dE+4LA FLORIDA 34474 SHEATHINK3 INNSUMMAENT} ,�• r °'° `: ° �f�'' °' a BY OTHERS ? N DETAIL WOO I MPACT i VERTICAL SECTION N '•'.-' c . T ° ' :v PVC SIN ADE 717/2008 CQ1FIN(WOOD) THE INFORMATWNCONrAMED SDRAWINGIS PROPERTY 4 tiRiia a 0 r 5:8100 NTS o �CWS - 155 YYIMM SYSTEW MG ANY RSM MCTION INAART OR ASA�9ML IiRIf FL PZ t b . ,;..,JO14 A ' B OF B YYRITTEN PFJ•AIASKM OF CUSI'OH YN�pW SYSTEM MO.� .� e cG • y'ti_ J •� a . . ..Sriaft84tiii