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WS-11-206Inspection Number: INSP- 155800 Permit Number: WS -2 -11 -206 Scheduled Inspection Date: March 02, 2011 Inspector: Bruhn, Norman Owner: RAUP, SUSANNE Job Address: 824 NE 100 Street Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments REPLACE 12 IMPACT WINDOWS PasseWfi Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments et- March 01, 2011 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060340050 Phone: (954)792-4415 Page 25 of 44 I into INDICATED. CERTIFICATE EXCLUSIONS 10 I kJ ,..erc I Ir I t1Al I Ht I QLIGIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. T TYPE OF INSURANCE ' N ' S ` • POLICY NUMBER (M Y) (MMIDDIYYYY LIMITS A GENERALUABILITY X COMMERCIAL GENERAL UABILITY 04GL000814605 02/28/11 02/28 /12 EACH OCCURRENCE $1 000 000 PREMISES (Ea $100,000 $Excluded CLAIMS -MADE X OCCUR occurrence) MED EXP (Any one person) X XCU /Contractual Liab PERSONAL & ADV INJURY $1,000,000 X Broad Form PD GENERAL AGGREGATE $2,000,000 GENt AGGREGATE UMIT APPLIES PER: PRODUCTS- COMP /OP AGG $2,000,000 $5 000 . POLICY X PRO- • LOC PD Ded AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ A . UMBRELLA LIAB EXCESS LIAB X . OCCUR CLAIMS -MADE 04XS170518 0 2/28/11 02/28/12 EACH OCCURRENCE $1 000 000 AGGREGATE $1 000 000 DEDUCTIBLE RETENTION $ 10 000 $ X $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If YYes describe under DESCRIPTION OF OPERATIONS / N WA 083038937 0 2/28/11 02/28/12 X: E.L. EACH ACCIDENT $SOO,000 below E.L. DISEASE - EA EMPLOYEE $500,000 $500 000 E.L. DISEASE - POLICY LIMIT .. __ If more apace a required) DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, "G121,9.10. A ••••■ 1.w• •-.� Date: 2/14/2011 Time: 2:21 PM To: City of Miami Shores @ 13057568972,,,,,,100 (954) 941 -2006 Page: 2 ACORD,. CERTIFICATE OF LIABILITY INSURANCE 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 Richard T. Thorogood Bateman, Gordon & Sands, Inc. P.O. Box 1270 Pompano Beach, FL 33081 INSURED Florida Home- Improvement Assoclates,Inc 4070 SW 30th Avenue Hollywood, FL 33312 CONTACT NAME: I FAX No): 954 941 -2006 PHONE 954 941 -0900 A/C No, Ext): -MAIL ADDRESS: PRODUCER CUSTOMER ID $: INSURERS) AFFORDING COVERAGE INSURER A: Mid- Continent Casualty Ins. Co INSURERB: Brldgefleld Employers Ins. Co. INSURER C : INSURER D : INSURER E : INSURER F: I DATE (MMIDDIYYYY) 2/14/2011 NAIC COVERAGES City of Miami Shores 10050 NE 2 Avenue Miami, FL 33138 ACORD 25 (2009/09) 1 of 1 #S347324/M347131 ❑ Client* 59351 CERTIFICATE NUMBER: CANCELLATION FLOH04 REVISION NUMBER: 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 G1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AB BUILDING PERMIT APPLICATION FBC 2001 (Continued on opposite side) Miami Shores Village IMCIEEVE1 ml FEB 0 8 2011 j Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r Permit NOWS 1 ( 2 d'� Master Permit No. Permit Type (circle): ' Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1,7 t ftle. 11904> Phone # Owner's Address RZ,, i ®C) s 1 City ,„t,t,,,+e, State - Zip 3JI 6 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) ( 61, 10Zi Y D S City Miami Shores Village County Miami -Dade Zip 3316 Is Building Historically Designated YES NO Contractor's Company Name't'L . T'®We alW p (C JQ Vl @.(1 ,. Phone # 5S - 1 0 1 . 1,44 t S 3-'i3 Contractor's Address n il g ) 30 t-Q City ktutJa State Qualifier LU ZI.l f,.9 d i) U S b3 ( LLT Architect / Engineer's Name (if applicable) Tr tin I ° \ \ Pk r-3e3t+( Phone # S41O (AO) $ Value of Work For this Permit _ o- C / 0 Type of Work: ['Addition ['Alteration :New [; air/Replace ❑ Demolition Describe Work: e' € 17, tt Liste■ S Total Fee Now Due $ Square Footage Of Work: Submittal Fee $56 •9 Permit Fee $ © � CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do a e 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 NOTARY PUBLIC: Sign: Print: My Commission Expires: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Chc 10/14/03 As identifica and who did take an oath. ( State Certificate or Registration No. [kCO(.Q I' ")O APPLICATION APPROVED BY: 4 T (72'zV7 cate of Competency Holder) My Commission E * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zip Zip Signature f s .v+ / le Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this '1 The foregoing instrument was acknowledged before me this I '1 '1 y day of , 20 11 , by Suserarte. 11i" L) p , day of - , 2011 by li _ • 1 1at who is personally known to me or who has produced who : lly known to me or who has produced as identifi x: ih. and who did take an Engineer Zoning Certificate. of Competency No. Plans Examiner Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 -59.8 -58.0 :.7 - 55.6 -54.6 - 53.8 - 53.1 -52.5 +46.5 +45.2 +44.4 43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 It -63.1 -60.6 - = : -57.5 -56.3 -55.4 -54.6 -53.9 -532 18 ft +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -64.6 +48.3 -62.1 +47.0 50.3 +46.1 -58.9 +45.4 -57.8 +44.8 58.8 +44.3 -55.9 +43.9 54.5 -55.2 +43.6 5 +432 20ft -66.1 +49.4 -63.5 +48.1 51.6 +47.1 -602 +46.4 -59.0 +45.8 -58.1 +45.3 -572 +44.9 -58.4 +44.5 -55.8 +442 22 ft 57.4 +50.4 -64.8 +49.0 -62.9 +48.1 -61.4 +47.4 -602 +46.8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 -68.0 54.1 -62.6 - 61.4 50.3 -59.4 - 58.7 58.0 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +48,3 +45.9 2611 -89.8 +52.2 -67.1 +50.8 -85.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 50.4 +47.5 -59.6 +47.1 58.9 +46.7 28 ft - 70.9 +53.0 582 +51.6 562 +50.6 - 64.6 +49.8 -63.4 +492 -62.3 +48.7 -61A +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -69.2 +52.3 - 87.1 +51.3 - 85.6 +50.6 -64.3 +49.9 53.2 +49.4 -62.3 +48.9 51.5 +48.5 -60.7 +48.1 32 ft -73.0 - 70.1 -68.1 -68.5 -65.2 -84.1 53.1 -62.3 -61.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +552 -71,0 +53.7 qy - 67.3 +51.9 -68.0 +51.3 4 W i ory�.co, -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 - 71.9 +54.4 58.1 +53.3 -68.1 +52.5 -66.8 +51.9 - 63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 88.9 +53.1 -67.6 +52.5 58.5 +51.9 -85.5 +51.4 -64.6 +51.0 -63.8 +50.8 40 $ -76.5 -73.5 +55.6 -71.3 +54.5 - 89.7 +53.7 -88.3 +53h -672 +52.5 -662 +52.0 - 65.3 +51.5 -64.5 +51.1 42 ft -62.6 +57.7 -61.1 +562 -80.0 +55.1 2 -72.1 -70.4 -89.0 -67.9 -68.9 58.0 -65.2 -61.7 +56,7 +57 ..,_, 5:2 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 -62.3 +57.3 78 0 e 2'$ 1 -69.7 -88.5 -67.5 -66.6 -65.8 -62.8 +57.8 -61.7 +56.7 +56 C -80.1 +55.1 59.6 +54.5 +54.1 +53.5 +53.0 +52.6 +522 -63.4 +58,3 78 $ 75.7 :t -7t.5 -80.1 +55.0 - 70.4 -69.2 -682 -67.3 -66.5 - 83.9 .8 -5 - +2 -60.6 +54.6 +54.0 +53,5 +53.1 +52.7 +58.8 - 49.5 - -7 . 74.4 +55.4 - 71.0 -69.8 - 88.8 -67.9 57.1 8yt •45 4, +57.8 +56,7" 8 +55.1 +54.5 +543 +53.6 +53.1 cc, -80-V �� 74.8 4§.0 -71.6 - 70.4 -69.4 - 88.5 -67.6 "' ' .+ A +532 2 4 66.3 +55.6 +55.0 +54.5 +54.0 +53.6 521( y '-�0.8 '40.4 -77.6 +58.8 -75.4 +57.6 -73.6 '56.8 -722 +56.1 -71.0 +55.4 59.9 +54.9 -69.0 +54.5 -682 +54.0 -81.5 ' #46.1.; " -742 -72.8 -71.8 - 70.5 -69.6 -68.7 •8 +592 ;458.1 +r +56.5 +55.9 +55.4 +54,9 +54,5 58 ft -82.1 +61.3 -78.9 +59.7 -76.6' +58.5 .74.8 +57.7 73,3 +58.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 92 -48.3 47.8 -47.1 48.6 -462 - 45.9 -45.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 -47.3 +43.3 -48.8 +42,9 -46.5 +42.5 48.2 +422 18 ft -52.4 +48.3 -51.1 +47.0 -502 +46.1 -49.5 +45.4 48,9 +44.8 -48.4 +44.3 -48.0 +43.9 - 47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 - 522 +48.1 -51.3 +47.1 50.6 +46.4 - 50.0 +45.8 -49.5 +45.3 .49.1 +44.9 -48.7 +44.5 -48.4 +44.2 52.4 - 50.1 -49.7 -49.4 22 ft +48.1 +45.8 +45.4 +45.1 53.3 -51.0 - 50.6 -50.3 24 ft +49.0 +46.7 +46,3 +45.9 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 51.1 26 ft + 522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +48.7 28 ft -57.5 +53.0 -56.1 +51.8 -55.1 +50.6 -54.3 +49.8 -53.7 +49.2 -532 +48.7 52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 53.9 +49.4 - 53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50,6 -54.7 +50.1 -542 +49.6 - 53.8 +492 -53.4 +48.8 34 ft a ry v,R 57.4 +52.7 ma V -55.9 +51.3 -54.1 +49.4 38 ft 58.1 +53.3 - 56.6 +51.9 -54.8 +503 38 ft -61.3 +58.5 -59.8 +55.0 - 58.7 +54.0 57.9 +53.1 - 57.3 +52.5 58.7 +51.9 -582 +51.4 -55.8 +51.0 -55.4 +50,6 40 ft -62.0 +51.1 -60.5 +55.8 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +562 -80.0 +55.1 -592 +54.3 58.5 +53.8 - 57.9 +53.0 57.4 +52.5 57.0 +52.1 -56,6 +51,7 44 ft 532 +58.3 -61.7 +56,7 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 58,5 +53.5 -58.0 +53.0 -57.6 +52.6 -57.1 +522 46 ft -63.8 +58,8 -62.3 +57.3 -612 + 562 -60.3 +56.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.6 -58.1 +533,1 -57.7 +52.7 48 ft - 64.4 +59.4 -62.8 +57.8 -61.7 +56.7 - 80.8 +55.8 -80.1 +55.1 59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -582 +53.1 50 ft 54.9 +59.9 -63.4 +58,3 -82.2 +572 -81.4 +56.3 -60.7 +55.6 -80.1 +55.0 -59.5 +54.5 -59.1 +54.0 58.7 +53.6 528 55'5 - 83.9 -62.8 -61.9 512 -60.6 -60.0 -59.6 592,. +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0'; 54 ft -68.0 +60.8 -64.4 +59.2 -63.3 +58.1 -82.4 +57.2 51.7 +56,5 51.0 +55.9 - 60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 -84.9 +59.7 -83.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 - 60.5 +55.3 50.1 +54.9 60 ft -87.5 - 85.8 -64.7 -83.8 - 63.0 -62.4 -61.9 -61.4 -61.0 +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.8 +58.1 +55.7 03/02/2009 - 5:01 pr -4 b 200 LORIDA BUILDING CODE & ASCE 7 -05 DE N LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES m a C U1 V , 8 3 r to -u F:\03 Elements \10 Loading \1 I CalculatorstASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg REMARKS NIT ISSUE REVISE FOR 07 FBC DAWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 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. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED - BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL 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 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 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 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1,0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpt = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER,; BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m): USE - ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ® I I ELEVATION WALL ZONE FIGURES 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #8885 MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd ENGINEERING EXPRESS® F+ C- PEAK ROOF HEIGHT MEAN ROOF HEIGHT MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 824 NE 100 ST, MIAMI FL 33138 (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL5823.2 + 675 - 675 + 46.5 - 50.4 37 5/8 x 62 NO YES YES 2 .j. FL5859.2 4. 4. 4, 4, 651/2 x 62 4, 1 x 4 4, 3 4. FL5823.2 4. 4, 4. 4. 37 5/8 x 62 4. FL9520.2 4, 4 4. FL7067.1 + 60.0 - 60.0 + 44.4 - 58.0 517/8 x 491/2 4. ,I, 5 4. 4. 4. 4. 4. 4' 4, 4. 4. 6 _ ,y y 4, + 465 -50.4 52 x 37 3/8 4. y 7 .(, 4, y 4, 4. 4, 72 7/8 x 371/4 4• 4, 8 .!. J• 4' 4' 4. 4, 4' 4, 4 9 4. J. J. 4. J. .l• 4, 4. 4, 10 4. 4, 4. 4, J. 4, 353/4x25 4, 4, 11 4. 4, 4, .I. 4. .I. 517/8 x 491/2 4, J, 12 4, FL7067.2 4. 4. 4. 4. 1101/4 x 371/4 4, 4. 133HS Wtlkl9tlll7 - VHS ill MC ` C Lg 1 �llil • lei' :shift .111�l.�m��ii v i ®rrrrrrn ��.r....��1 mama ml usl im` �m.. ii'iiiiil�ir�iI .............1N mmiu 1.mmnig 11•l; % ;%�JN 1 Onrr�.+f....�........fr7_ /mm lamm ..� �)lll�/ -" " X11 �.. .mm.. �1� wmom........... .m i m 1 f r�r�rr. iii � r1�� r�Afi.1M�:ic.: r�►.. immu Y . - memomie®m........ urimm..0��.......mm�..� ............ ....... ........ 6 �i®Cl�ii�kltLtlu' i1ii11�Ltlle Wll.ii�ll:IriiiLiliTJm..�'I ......■.■........■. ■.......C... ■■.....■..■■.... ■.I mgmi ...... ■.w ■o...i.....�ommumr umsumummul mm .. . oum.. .........o .. mmum.>.o..N..MEmmi ...... W :� � : ' ■ ' . . ' C: ' . 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U. ...i.. � I it 1111 ii1iiir :■...........>•>u1..... r■�NNM ��.....NI.. na.�iii ■� i mmuriii i�iii niimammum iiiiiii. 1H913H J008 uH d0Hd :a 3dA1 l S11001:1 111101 }r £ /t. 3iV0 3iIASV3WI H38IAIflN)IO01J 10319NDIf15VVIN a 1128 =c.s.ts a. 04 i2c'S�i' -1 9_44Cfg Miami Shores ilia • e BY DATE Florida Building Code Online BOB Home Log In I User Registratbn Hot Topic I Submit Surcharge Stets & Pacts I Pub*cations I FBC Staff I BCE Site Map I Links I Search I Product Approval USER: Pubic User Prud!!etApar !1p1.h1end > I rrAur ..arAgRii<aritrn. S40.rgb > 6..acl0S4n L a Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email Authorized Signature Address/Phone /Email Address/Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) http://www.floridabuilcling.org/pr/pr_app dtl.aspx?paramwGEVX... 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Michael LaFevre miafevre@cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenu Ocala, FL 34474 (352) 368 -6922 Ext MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph @cws.cc 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 07/21/2020 Validated By Steven M. Urich, PE = Validation Checklist - Hardcopy Received Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Certificate of Independence FL5859 R3 COI 510488A (Eval Rea PW -8300 Imaact).odf Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 I of2 12/13/2010 4:09 PM FL # Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile, 76" x 62 ", DP = +/- 67.5 psf (Impact w/heat strengthened glass, SGP). Large Missile, 48" x 72 ", DP = +/- 55 psf (Impact w/ annealed glass, PVB) Installation Instructions F1.5859 R3 II CWS -159A (PW -8300 Impact).pdf FL5859 R3 II DuPont PVB NOA 05 -1208 02.odf F1.5859 R3 II DuPont SGP NOA 07- 1116- 04.ndf FL5859 R3 II Mlkron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FI.585@ R3 AE 510488A (Eva] Rep PW- 8300 Impa »).pdf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits Use ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf (Impact w/ heat strengthened glass, SGP). Installation Instructions FL5859 R3 II CWS -337 (PW -8300 Impact 72x76),pdf FL5859 R3 it Dupont SGP NOA 07. 1116 04.pdf F15859 R3 II Mlkron NOA 06- 220 01.txif Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5859 R3 AS 510870 (Evai Rep PW -8300 Impact 72x76).odf Created by Independent Third Party: Yes Florida Building Code Online hnp://www.floridabuilding.org/pr/pr_app_dthaspx?parairrwGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/19/2008 01/05/2009 01/09/2009 02/03/2009 Department ofComma*ly Afahs Merida Building Cada Caine Codes and Staaaferds 2555 Shuman/ Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -2824, Fax (950) 414 -8436 m 2000 -2010 The State of Florida. All rights reserved. Privacy Statement I COmrnaht Statement I ldTPe Ibl*v Statement I PII ro - Software I customer Seryke Survey I Contact Ug Product Approval Accepts: Tea wa rt• Teil:tE..SAr wc"ti t Yn fe 2 of 2 12/13/2010 4:09 PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 810870 336.945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8300 PVC Fixed Window — impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Ride 98- 72.070 metes 1(d). The product listed herein compiles with the 2007 Florida Building Code. Product description: 8300 PVC Fixed Window. Frames and active sash are of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -337, dated 6/19108 sheet 1 of 11. titled 8300 PVC Fixed Window, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3530 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fbted Window, Frame Installation. TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, ±67.5.0 psf design pressure, 15.0 psf water penetration. TAS 203-94 Cyclic Pressure loading ±87:5.0 psf design pressure b) Report No.: NCTL 210 - 3530 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame installation. AAMAANDMA/CASA 101/I.S.21A440.05 Design pressure: i67.5psf Water penetration resistance 15.0 pet ASTM 61886 -05 and ASTM El 990-05 ASTM 'E18861 E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886! E1996 Cyclic Load Test, *67.5 psf design pressure c) Report No.: NCTL 210-3530 -2, signed and sealed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL. 8300 PVC Fixed Window, Fin Installation. TAS 201 -94 Large Missile Impact Test TM 202-94 Uniform Static Air Pressure, t67.5 pet design pressure, 15.0 psf water penetration TAS 203-94 Cyclic Pressure loading ±67.5 psf design pressure d) Report No.: NCTL 210- 3530 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Fin Installation. AAMAIW DMAICSA101 /I.S.2/A440.05. Design pressure: ±67.5psf Water penetration resistance 15.0 psf ASTM E1888 -05 and ASTM E1998 -05 ASTM 61886/ 61998 Large Missile impact, Level D, Wind Zone 4 ASTM 61886/ E1998 Cyclic Load Test, ±87.5 pet design pressure 3. Anchor calculations, report number 510871, prepared, signed and sealed by L. Roberto Lomas P.E. 1 oft L. Roberto Lomas P.E. 1432 Woodford Rd. , Clemmons, NC 27012 336 -945 -9695 Engineering Evaluation Report Report No.: 510870 Limitations and Conditions of use: • Maximum design pressure: 167.5 psf • Maximum unit size: 72 x 76 • Maximum Flange size: 77 114" x 73 114" • Maximum D.LO.: 69118" x 73118° • Units must be glazed with 1" insulated glass consisting of 3/16" Ann exterior Ike- Air- laminated inboard lite consisting of 3/16" HS - .090" Sentry GlasPlus Intariayer by Dupont ;- 3/16 HS per ASTM E 1300. • This product is rated to be used in the HVHZ. • Thls product Is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.O.A. 043-1220.01. • Sentry Glasplus per 14.OA 07- 1116.04. installation: • Units must be Installed In accordance with approval document, CW5 -337. Certification 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). 2 of 2 • .1•. bas' •a.:o • • r � 4 a" " , V' - t • ;, a • r. y 0 TAB EOF GENERAL NOTES & ELEVATIONS.._.1 ANCHOR SCHEDULE & NOTES_ DP CHART & SECTION VIENiS...._.._- �..__. EXTRUSIONS & INSTALLATION DETAI.&.._..._-..._.10-1I • • THE KFCRIO1110N tD!11188 ORAWN65 Y WIFA6IV 6 .000. uw aEAa4rnF01110/tw PRAT OR AS* WIWIENPERIMISSION OP CUOMO WUCWlSVOTEMB.Ptl.B ZYSLEriltaltEGILEUZIEKI 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA SLOWING CODE. CURRENT EDITION. INCLUDING HVME 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CO81FIGURATION: FIXED UTE"0'. 4. DESIGN PRESSURES: (SEE TABLES-SHEET?) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1330. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 0. ANCHORAGE: THE 331/355 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10.11 FOR ANCHOR DETAIL 8 SHUTTERS ARE NOT REQUIRED. 7. All FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NOTL- 213•353a -I . NDTL- 210. 3590.1 A, NCTL-2104530 -2, NOTE 2104530.2A 0. SERIES / MODEL DESIGNATION PW -8300. 10. WOOD BUCK OR STUD Fromm TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCKAND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. • t r. - e -• •'• I.,` .C-;. t -' a '.. BY.k. t - �c4 as �rf�.jl i " a W 44TH AVE. FLORIDA 39474 ERAL N • TIONS- LARGE MISSILE UP • 7111/2006 CWS -337 1 OF 11 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION 2. SEIM AS REO'D AT EACH SET OF I NSTAUATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114•. USESHIMS WHERE SPACE GREATER THAN H10' IS PRESENT. 2. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DEHOWI PLASTIC OR SETTER, WOOD SHIMS ARE NOT ALLOWED. 4. 3110° DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EIIBEDI. TIT OF I U4• INTO MASONRY THRU FRANC OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHAD. BE ACHIEVED. 5.110 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 air INTO 2 BY WOOD BUCK. 8.10 WOOD SCREW ANCHORS MUST BE OFSUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11lC INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. . 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. AU. INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL LL OR COATING. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS. AND ANCHORS SHALT. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS 'THAN THE MINOAN STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: 4- A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0=0.42 B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 9,200 PSL C. MASONRY- STRENGTH CONFORMANCE TO ASTM C•00, GRADE N. TYPE I (OR GREAT. PROPIN WITAADOGNFIEIML •• it SFORAWIDN CONTAOED 11403 0R R 511E SOLEPRGER11CQP bI. IIAI( IWNWPJIRT0AA8AWISLE 2nnrTH� aPetsra+wrnaoa�srsrE►�DAareP: i. AV" • o- • N FL P.@ v , - -�:• Wig a 1 ' fj� 1 °Al'i�t �y* is • SW 44711 1 A FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT PVC FIXED LITE AA.1 719 112008 INSTALLATION ANCHOR ITYPI NTS "CWS -837 2 OF 11 .1Z MAX. OA MP) MUM= " Z MA1C. MAX. 13 Luxor. cra9 (1Yri Mal (TVii vac MAIS.WIRE ase 1Z WAX. 0 0 IT(FI C 'MX Ze MAX 0.C. (NM MP) C MX. MP) =NW. frYP) fad I it. imx. 0.c. .•:• -.0./:. , . :„•-)...., •:.••••tc.,: £ MAX. R e - ; - , ! ■ 1 ON 44TH AVE. A 34474 -0 ANCHOR SCHEIXLE - LARGE MISSILE IMPACT 1/2 FAN ...: s ,-• ..: • a ..-s .....* ... 711112008 • ••••• ...-• ...• •:•. - ..., WM= OMEN% 11.10. AMY REPROCUOYION Di PARTOR AB A , rw 0 POOPHIETART ANDICONFICUMIL _ wa _'" • , 7110 001:000010•001.11000:0 01'000 OFV.W01010 ThE 601.8 4 CWS-3,17 TT PINASSION OF 013$101■011100W MUM MO. la 101001101ED -... :0- :- .0. . ' 4" 3 OF ii te"'"." c • .:.; s ••••:. s . • . • • • 0,1• " i f *., • inen. • ....all! r NOTE: SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION RECIUIREMENTs 2_ Rim/ FRAME OR OUP - MASONRYJWO0D OPENING. 3. MAX OVERALL SIZE MU S: NOT etcEED THE MAX OVERALL SUE OF RECTANGULAR WINDOWS ON SHEET I. c FOR LINOS WITH DEMON PRESSURE OF Jen WCATE ARCH= 13 MAX. OZ. IT MAX 0.0. MEI fC MAX. LTTF) U MAX 0.0. MP) E MAX. r FAX. ITVP) MUM MAX. OTE1 EIMIELffig 1r MAX.O.C. men 1E MX. 0.G. RTF) LE MAX 0.0. OMAX. RTF) LITF1 MAK 0.0. 0.0. IT MAX. OW) MB= 3E MAX OA Oren C MAIL (rim TAMEILZ .:300 -; PVC RXED urE . ..1111M111 FAWIMMII • - • HIONISTMT MTD02F01212AL - Zipow INFORWallasi GOMM= al THIS DROWNS lame souunceerreprgwou =Art m MAIN REPRODUCTION HMV ORA/TAW= am•Sita WITTEN AERVISSION OF.GUSAWNIMOW SY5Taila EC IS WalliteaSIL • r - NOTE: L. SEE SHEET a FOR DETAILED ANOVA INSTALLATION RECIUMBENTS 2. THFTU FRAME OR CLIP - MASONRY/WOOD wpm. 2. MAX OVERALLSEN MUST NOT EXCEED THE MAX OVERALL SEE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF 07.5 LOCATE ANCHORS 13' MAX. 0.0. `'■ 900 SW 44TH AVE. A. FLORIDA 34474 „ARCH. FWANCHOH SCHEDULE- LARGE MISSILE IMPACT 7111=08 CWS-337 4 OF 11 • MAIL 0.C. ITV) C. Mu. (MI NOTE: I. SEE sHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2.1HRU NAILING FIN-WOOD OPENII03. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 7/11/2008 • CWS437 6 OF 11 Owl (VP) MAX, 0.C. i MAX ONT) MP) MAME 'MX oA. C MAX (tM) MP/ MAX O.C. S MAX. (TYPI a MAX. O . 0W) „pl em■‘ L,1" LICLESEINI BOG .oc OYPI NOTE 1. SEE SHEET 2 FOR DETAILS ANCHOR INSTALLATION REOIAREMENTS 2. THRU NAILING FIN - WOOD OPENING. 3. WAXOV RA LSGE MUSTNOT EXCEED THE MAX OVERALL SIZE OF'RECTAN UTAR WINDOWS ON SHEET f. • PVC MED UTE SAFINEINNI 111m1;0WEWinAL n+ e INFORMrO N =ammo Nnos owwwo omegas Enamor ma k= WINDOW &WM. ING. MY REPRODUCTION w aF wa1ow a . 18P 20. 21112LEWIDICSIT 1116 • , • Cf t p. SW 44TH Y�,,' °. � .ARCH. FIN ANCHOR SCHEDULE -LARGE MISSILE IMPACT 7/11/2033 CW&337 6 OF I I 3f1rHS-AIR-7/1r1A11[3/16 WICHSAIR-ThrLANR3/18"HS-AR-3116123) • UNW H133HT (IN) ci 78 ±875 WERH 00 GLASS TYPE 12 20 28 38 44 48 58 84 14 C,D ±87.5 ±87.5 117.5 ±87.5 NI7.5 ±87.5 ISM 137.5 20 co Aus WS WA WS WS mos mos ±87.5 aim mws 28 C,D mils ±675 WS WS WS Ws APS APS AV% WS 82 CD WA WA MOS OWS WS WS MRS APS WA APS 38 C,D t87.5 WI WS WS WA offs mas WS MPS 'WS 44 CA 'WA 44 WA OWS WS ±67.5 ±07.5 ARA ±67.5 WS ±67.5 48 Ckp . WS WS WA WA WA AVA WA .47.5 WS APS WS CD APS WA ±07.5 *67.5 ±07.5 *67.5 ±615 MPS , 4^ WS 4 CD mas Aps AMS muS WS mas mws mws(n) ±67.5. , .5 AMA GA masTmasmas mos mas WS mos ±67.5 ,. ._107.5 ±67.5 3/16AN-A11-3/16"LAM(1/8°AN-AIR-1/8•ANJ v • UNIT HEIGHT (60 MTH (64 GLASS TYPE 12 20 28 36 44 40 58 • 84 72 78 14 B. WS WA WA WS WS Ws ±87.5 APS WA WA 20 B WS WS APS WS APS 00S WS WA WAW5 28 B APS WA WA WS WA AOS MPS ±67.5 WS APS 32. B ±87.5 Ma's mws WS WS Sas am ±67.5 ma's mws 38 B MOS WA APS APS AMA 005 AWS Ws WA WA 44 B APS NOS M74004 WS *675 APS WI WA WA 48 B ±87.5 WA WS WS WS WS APS WA WS WA 52 B WA APS ±05 *57.5 WS WS WA WA 1674 *67.5 se 8 WS 137.5 ±67.5 owS i67.5 ±67.5. APS AMA dsm 72 B *87.5 WA WA WA Ws ±67.5 milmme_gai ±55.8 187.5 *57.5 157.6 337.5 167.5 t87.5 1 1 111 137.5 197.8 ±67.5 037.5 t67.5 . WS ±87.5 ±67.5 WA WS ±67.5 WS als AVS WS ±57.5 WS ±61.5 ±675 WS 004 Ws WS WA ±67.5 arm WA WA WS ±67.5 887.5 *61.5 WS WA *67.5 ±67.5 WS *675. MPS 167.5 WS WS 167.8 167.5 t67.5 167.5 07.5 44TH AVE. %/MVP. WIDTH (60 14 28 28 32 44 48 52 se trLAL4(1/8•AN-AFI- GLASS TYPE A A A A A A A A 12 167.5 187.5 167.5 1675 187.5 20 28 t87.5 127.5 36 037.5 UNIT H3GHT UN) 44 es NMS WS AWS *67.5 *675 ±875 50 64 72 137.5 ±87.5 ti37.5 167.5 WS OPS APS MPS WS maS mws mos mas m7.4 mgs mos WA WS WI WA WS OWS WS 053 OM ±67 ±69.2 43.2 78 957.5 3:67,5 ±57.1 t OVERALL . ing Ammo I& AIRSPACE sne LAN GLASS mrAmaAum mommurcumpum MrAMWALED r OVERALL Vir HEAT STRENGTH AEMPADE MS" LAMIGIASS 3t16 HEAT STRENEITH • ASE SENTRYGLASS PLUS WV HEAT STRENWH toomernly amatiFteinu woo= menus. an my nspRosucnivi IMPART OR AS mow locelltN 9 Ef wawa a= wawa vaioow WISTE116, oil la PIVIZIED. & .FL. memmmumoommpainmaimmanummummaww NOTE 1. IP SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER WE GLASS TYPE 1 OVERALL 3,10 TBAPWED 110 AM SPADE StUP LAID MASS ANNEALED 3132 SENTRY SLASSPLUS 146• ANNEALED t' OVERALL 3110 TEMPERED air AIR SPACE 7116' LANIGLASS 3116' HEAT STRENGTH 9- SENTRYSLASS PLUS 31W HEAT STRENGTH nergauogammumucta ALTERNATE RN • 1Y521111BIDZIALIK0101. NOM ITEMS 9.11-14 ARE USED. BUT NOT SHOWN FILMI CLAIM Bem# 1 2 3 4 5 6 8 9 10 11 13 14 15 17 IS Part# H -600611 H -6006B 11-6006B 5-6015 S-6016 P,3752 P-3438 P-3352 P-3684 P-3881 83613 P-3113 Description Fr., PW, Main, Head Fr., PW, Main, Sill PW, Main, L Jb. Fr., PW, Main, R 7b. Gk. Bd., F>al. (314" OA. LO) GIZ. Bd., Fad. (7/8" OA. LG.) Cap Plug, 1/2" Hole Hot Melt, TruSeal, "H" Set. Blk., 85 Dar., 118" x518" x2" 1g. PW 8300.Go1d Cert. Label, NFRC Tab Temporary LW. (NFRC/OP) CWS•LbL (logo) Gass, Plixed Screw Support for PVC (8z Bd., FAd. (1" O.A. L4) PVC GLAZING BEAD - S-0009 1/18 PVC FRAME FLANGE - H 60088 PVC FRAME FIN - H 6006A PVC GLAZING BEAD : S 8018 SCREW SUPPORT - P-3113 PVC GLAZING BEAD - S13018 IN 1908 SW41TH AVE. ' oRTDA 34474 & }LC h4. -LARGE MISSILE ACT -PVC FIXED UTE ]wlWNar_ , AAJ tE 7/I1128O6 *. fy10pI R1Ipp1;pH�67rR6 . " ' s 4 �c r �oanwc oa wuva<aaBn sGSE �r I9 P �1 8900 srA� 81x8 1 CW5 -317 vanoW8 r Ya me. t WWirEN PERtISSIONFCUMINWNDOW 61B�fS.IN6ms •..� _ ev. 'Erre.* • a CIF 11 O MASONRY BY OTHERS IBCIEFIOR BYOERS� OI PERIMETER CAULK SY INSTALLER WBWOW FRAME HEAD WINDOW ERAME— sB CAULK lierrAulin EKTEWOR WOW BY OTHERS s. P . OTHER% CONCRETE/MASONRY. V• INC (MIN. EDGE DIST) • • b. • :• y • : • • a. re BY OTHERS • • s • lb • • • x O • • DRYWALL BY OTHERS (BIN EMBEDMENT) NY OTHERS OUCK U4• MAXIM M (SEE AWE 2a EsteEr2( HEAD BY INSTALLER INSTALLATB NANCHOR, WM' CIA. MASONRY SCHEN t•JWSPRESIE BACaEDWASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY Dd3TALLER VC MAL SHIM asp • O. . • •• •• '• • ♦ • • • HNC STRENGTH STRUCTURAL GROUTBYOTHERS STOOL B OTHERS DRYWALL BY OTHERS BY GAMIC HEDGED/ BUCK AND OPENaNS BY OTHERS INSTALLATION ANCHOR, MBIEW •0 HEOP P RR RACKED THRUSOREW SUPPORT USE BOMB W000 L SUPPORT 70 MAKE IMEL EMBEDMENT) BILL LEVEL BY OTI EPS i }.y5.7 PERIMETER CAULK BY INSTALLER EXTERIOR FETISH BY OTHERS a _ • • 4 • a N WESDOW MAME SiLL CONCRETMMASONRY BY OTHERS 0 EY WOOD 9Y OTHERS (SEE 114• MAXUS) --� (SEE NOTE VI ENSUE) 1/4 MAX SHIM • (SEE NOTES 63SHEET 2} PERIMETERG UJLK BY INSTALLER CAULK UNDER SCREW HEAD BYBISTALLER J W BY > FINISH ALT. PRECAST AD- wwwws a (MB1 DG MST) 1 4S- r p . I •• RUL y mammon• • TM trduakilaacONrN EDI aila DMYANta&T eSOLE • ;•1` % TiVBS U7taR 0 - L J YANIXAA WATEI INA.ANf MPARMA AEA R. PA. N(t.a514 - MAMA PEANDKacROFCtlETp6IWBIOOW smnassawas• • PERIMETER CAULK BY INSTALLER SISTAUATFIN ANCHOR, 3(a6 DIA MASONRY SCREW Y wi NEOPRENE BACKED TIM SCREW SUPPORT WASHER CAULK WIDER SCREW HEAD BY INSTALLER U4' MAX SHIM (Sff MSIIE2 6 3 EIEET 21 (LWL EMBEDMENT) { Sw 4&TH AVE FLORIDA 34474 MIL EMBEDMENT) ► • • .• EXTERIOR AMISH BY OTHERS t t t!? I• • THE FRAMME . DRYWALL BY OTHERS 2 BY WOOD BUCK BY OTHERS • INSTALLATION WCOD SCREW THRU • • ; • SCREW SUPPORT 5.. • • CAULK BETWEEN BUCK • • AND OPENING BYOTIIERS - :a1300 I. IL.E AC 7111/ OWS -357 10 OF 11 CAULK BEHIND RN BY INSTALLER EXTERIOR FINISH ENOTIBERS PERIMEIERVAIRK BY INSTALLER WIDOW WRAP BY DISTALLF_R WINDOW HEAD WINDOW FRAME SILL PERSETER CAULK BY INSTALIER WINDOW WRAP BY INSTAILER BITER= FINISH ST OTHERS CAULK WHIM FIN BY INSTALLER SHEATHING sY OTHERS LUZ (MK EMBEDMENT) INSTAUATION ANCHOR. SHEATHING' a WOOD sCREW ANCHoR SY aTHERS 1111,1LA Pi 1 I MEE IM Oft ENT'S) iM 43 1 4 1 am -41 tr4" MAXIMA I t VIES NOTE 2 a 3 ON SHT 2 SY OUCK BY OTHERS BY WOOD BUCK BSI:TIMERS DISTALLATION ANCHOR. ma WOOD SCREW ANCHOR 2 BY WOOD BUDS BY OTHERS LUZ ynt easEumBri) ISIEATHRIG SY OTHERS MERIDA FINIsH Tri OTHERS DAUM BEHIND FIN BY INSTALLER SeTTALLATION ANCHOR. 118 WOOD SCREW MMOROR Al • • : pRoserTARTainconsuTRAL DERMATIOsi COMMA MIRSDAAAMM IA RR =A %MABRY& FAWN/ WNW& FNftfl EPTIMUCRON Di PAIR MAO A WM= wane FEFAMAKINGFOUsItICOMDCW/ IFISTRAA MO. IS • s t . •,; r .j FM MORA R. P,Etf0. 62514.* INAK SHIM (SEE NOTE a &SON BHT SI) WRAP rY PERIMETER CAULK BY INSTALLER FAMOCW FRAME e ggrA=•-• r...; SW 44TH AVE. A FIORIDA 34474 Mr& ALLAT1ON FIN • " •c MISSILE IMPACT vaip,17. 711112008 CWS-337 maim' 11 OF 11 rida Building Code Online BCIS Home I Lag In I User Registration 4 Hot Tepfts I Submit Surcharge I Stets & Facts j Pubtctbns i FBC Staff j BCIS site Map 1 Links ( Search { Product Approval USER: Public User duct_Aemoval Mau > Pmduet or Aootmtlon Snrrh > Aooltatnsn I Hr > AppgraHan Derma FL # Application Type Code Version Application Status Comments Archived Product Manufacturer - Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email Quality Assurance Representative Ralph Ernminger ## Address/Phone /Email Category Subcategory Compliance Method Certificate of Independence Referenced-Standard and Year(of Standard) ktttp: I/ wvww .floridabuilding.org/pr /pr_app dll.aspx?parall>= wGEVX... 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre@cws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph@cws.cc 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 07/21/2020 Validated By Steven M. Urich, PE s Validation Checklist - Hardcopy Received fL5823 R4 COI 510484A (Evai Rey SH -8100 Imnact).odf AAMA /101/I.S.2 -97 1997 AAMA/101/1.5.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 Evaiu = a on Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received I f3 10/25/2010 8:32 AM FL R Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +75/ -75 Other: Large Missile, 36x62 DP= +/- 75 psf. Installation instructions F1.5823 R4 U CWS -155A (SH -8100 Impactl.odf FL5823 R4 II DuPont PVB NOA 05 -1208 02.pdf FL5823 R4 II Mikron NOA 06 -1220 01.odt Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impactl.pdf Created by Independent Third Party: Yes 5823.2 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) Limits of U Approve r use in HVHZ; Yes for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile, 53x76, DP +/- 67.5 psi'. Installation instructions FL5823 R4 II CWS-155A (SH -8100 Imnact).pdf FL5823 R4 U DuPont PVB NOA 05 -1 08 02.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Imoact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes • Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +100/ -100 Other: Large Missile, 52" x 72 ", +/- 100 psf. installation Instructions FL5823 R4 a CWS -69 (511-8100 Impact 52x72 100 DP'i.pdf FL5823 R4 U DuPont SGP NOA 07- 1116- 04.odf FL5823 R4 II Mikron NOA 06 -1220 01.odf Verified By; Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510965 (Eval Rep SH -8100 Impact 100 DP).odf Created by Independent Third Party: Yes 5823.4 . SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: +.67 ,5/- 67.5.- .. — .— .--. .. . Other: Large Missile, 52" x 96° w/ 5 HI sash, +/- 67.5 psf. Installation instructions FL5823 R4 II CWS -295 (SH -8100 Impact 52x96).cdf FL5823 R4 II DuPont .PVB NOA 05 -1208 Q2.odf FL5823 R4 II DuPont SGP NOA 07- 1116- 04.0dt FL5823 R4 U Mikron -NOA-- 064220 -01.cdf —. • Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F1.5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x961.odf Created by Independent Third Party: Yes rida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtaspx?paranr If Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 01/05/2009 01/09/2009 02/03/2009 10/25/2010 8:32 AM rids Building Code Online If hup:// www .floridabuilding.org'pr /pr_app dtl.aspx ?paranr wGEVX... Next Department of Community AiFabs Fdar{de lhilding Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414 -8436 $i 2000-2010 The State of Florida. At rights reserved. PV,vor,, Srm„m®e I Copyright a•atrmrnr E Ar•aeneen', 4rmamPut I Pg-b seftwars 1 natnmor e V e e .,,ev I rnnteet Us Product Approval Accepts: 10/25/2010 $.52 AM Manufacturer. L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27412 Report No.: 510484A 336 - 945 -9695 Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — 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: Single Hung window, impact resistant made bf white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, tied PVC Single Hung, prepared, signed and sealed by L Roberta 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 *75.0psf design pressure b) Report No.: NCTL 210-3168 -2A, std by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Frame Installation ASTM E 1888 -02 and ASTM E1996 -02 ASTM E 18861E 1998 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 18861E 1998 Cyclic Load Test, *78.0 psf design pressure o) Report No.; NCTL 210-3168 -3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Instafaton TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading 167.5 psf design pressure d) Report No.: NCTL 210. 3168 -38, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation ANSIIAAMAINWWDA 101/t.S2 -97 Design pressure: 7.5psf Water penetration resistance 10.13psf ASTM E 1886 -02 and ASTM E1998 -02 ASTM E 1888/E 1998 Large Missile impact Test Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, ±67.5 psf design pressure 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L. Roberto Lomas P.E. -0.0110 Pt ''• 1. 4 -,,. • Luis R. Lomas, P.E. FL No.; 62514 07/18/2008 Unit size Max. D.LO. Design Pressure Rati Impact Rating Up to 37° x 63" 319!18" x 27" ± 75.0 psi Large and Small Missile Impact . Up to 53116° x 76" 4711/16" x 33 line' i 67.5 psf Large and Small Missile Impact L. Roberto Lomas P.E. 1432 Woodford Rd. Clemmons, NC 27012 336443 -9695 Limitations and Conditions of use: • Units must be glazed with •/," IGU consisting of. outboard Cite 1/8" Ann — Air consisting of 1/8" Ann — .090' Dupont Butacite PVB interlayer— 1/8" Ann per AS • Dupont Butacite PVB Intertayer per N.O,A. 05- 1208.02 • This product is rated to be used in the HVHZ. a This product is impact resistant and does not require impact protection In wind borne debris regions. • Frame material to be white rigid PVC par 14.0A. 06- 1220.01. Installation: • Units must be installed in accordance with approval document, CWS -955 Revision A. Certification 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,1 don't have nor will acquire a financial Interest in any other entity involved in the approval process of the listed productte). Engineering Evaluation Report Report No.: 510484A laminated Inboard lite � �A OVERALL 17 FLAME HEIGHT 7M LIMIT 3T MAX SASH W OVERALL FLANGE HEIGHT 6231.4 MAX UNIT HEIGHT 246A7' MAX. BASH HEIGHT 53 V8' MAX OVERALL FLANGE WIDTH 54 713° LTAX.1.657WIDTH '471Lt8' 01ASSQLO O O AU= aura DLO • 60(40 SPLIT ORIEL TABLE OF CONTP TS GENERAL NOTES & ELVAT�NS..._1 ANCHOR SCHEDULE & LIO1E9 DP CHARTS II GLAZikl ETAIL_..._3 SECTION EXTRUSIONS INSTALLATION DETAIL. •..._..8 B SINGLE HUNG ELEVATION (IMPACTL (SHOWN WI DIFFERENT OPTIONS) 21� GLASS DLO GLASS DLO 33 tlner GLASS OD t 69112' MAX OVERALL HEt9HC 63 SW MAX LRIT HEIGHT 3011W MAX. SASH NEWT 63 .1s MAX OVERALL RANGE WIDTH 51 ' MAX UNIT WIDTH MAX. 63 50T FLANGE SMUT 521116' MAX war MIGHT 24 511E MAX. BASK HEIGHT 4711118' GLASS DLO I� 0 GLASS DLJD 5 HI SASH ORIEL 63 VT MAX OVL'RAU. FLANGE WHEN 51 MAX WC 4711116' GLASS DLO 451116' MASS ma 4HISASHORIEL 33. GLASS DLO PVC Di6TAGTREOUSEMENf: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUS -DING CODE, CURRENT EDITION 2. GAMING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "ow 4. DESIGN PRESSURE RATING (SEE TABLES-SHEET 3) 'NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. M S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE MA DLO 273118' GLASS DLO GLASS DLO SHEETS 9.8 FOR ANCHOR DETAIL 6. WHUTIE S ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULI.VVYE'LDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL- 21531882. NCTL - 2104168 -2A, NCTL 2104188S, NGTL 210418SvM 9. SERIES! MODEL DESIGNATION SN68100. 10• WOOD BEAK OR STUD FRAMING TO BE DESIGNEDAND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FTRAMBIG 113 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOININIt X m OPERABLE SASH. 0 - FIXED SASH 12 SECTION CALLOUTS FROM EQUAL. SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 3T MAX OVERALL RANGE WIDTH 35 VW MAX UNIT WIDTH 63' WAX OVERALL FLANGE HEIGHT 51 MAX UNIT HEIGHT air MAX BASH HEIGHT 31 1113' GLASS DLO AZ% MASS DLL O EQUAL SPLIT 2Z GLASS DLO 273HS' GLASS DLO - = Id: Le r MSINFORNAT1ONOONTAIVEO twins Damon as NMBatE —: 'L - ' ` -•A WISDOM DIDTEET9. riC.ALaf RFTNtOD AN PARr� Zr- A.- FL 62514 , i MITTEN PERIALMO tCFCUSTOM IMPSO AtSYSTEMBANC.19 Q A I UPDATED PER NEW FBC REQUIREMENTS SW 44TH AVE. FLORIDA 34474 & B.EV W TI0 " ;l' ..!1 711/28 CWS - 155 • 1 OF 8 SEE NOTE 2 SEE NOTE 2 r s MAR.O.C. { g• { fry ---• (TY .G M MAX a In SEE ITMI MAX 0 (TYP.) i I SEE e MAX MAX MP) 1WP) CNN 1s_ MAX OZ. PYPI INSTALLATION ANCHORS TYP. ANCHOR A (FLANCV ' aT�aam we�el MP -WMFDR MOP.) Lr MAX 0.0. () . � H �iIi (SPECIFIC FOR map.) INSTALLATION ANCHORS TYP. A I ANCHOR IAYOUT—fFINI rim CFEt1NCAI IBOEC$iCFOR0740PJ NOTES_ 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REM) AT EACH SET OF DISTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114. USE SI*ES WHERE SPACE GREATER THAN MIS* IS PRESENT. 3. LOAD B • ` NG SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. BASEMENT OF 1 114° INTO MASONRY WOOD BUCK INTO MASONRY. AMIMMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHE A I N. EMBEDMENT OF 1 3M" INTO 2 BY WOOD BUCK. 8. ft WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN EMBEDMENT OF 1 1O" INTO2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. S. ALL INSTALLATION ATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COMM I'. i B. INSTAUATION ION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURES INSTAUATION INSTRUCTIONS, AND ANCHORS SHALL. „ ° � - - . 4 . 0 : ' L NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BROW. - > e �.• ��` . P}. � L p m -4. te " d l �'_ BOB SW 44TH AVE. 10. INSTAUATION ANCHOR CAPACITIES FOR PRODUCTS HERBS ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIE '. =� ,, : r FLORIDA 34474 • A. WOOD - 841NMIBA YPECIFIC GRAVITY OF G 'S.42 s , •' 1 S •At1� R. CONCRETE - MDOM UM COMPRESSRE S1 TH OF 3,200 PSI 0 tP A SCHEDULE ;NOTES - SWAG C. MASONIiY-MOWN CONFORMANCE TO ASTM C-80. GRADE N. TYPE 1 (OR GREATER). -. ° - e _ c WNT'E SINGLE _i1 . `? a °+n a ... TEIOEORAAVION °ISMEWLSPRoPEHIY�"��y��_� L.RC�IERT o 8100 --•- h).,t • WRaOtvSYSRss umJEIY TIO INPARTOR ASASEOLEWIl1O;ITNM • FL. '. °N0. 81510 n . w�ITENai as�a+oPCUSrodwlnoow INC. eaPRae®Y� a ' -. :20F8 1 ' ---1,i,26,.'..., `o ..I.2 s , Y '. a • . y,,: a' 4 : 9 .. -� : _ C n . t t � a, 46 UPDATED PER NEW FBC REQUIREMENTS 07/07818 • 7A ®coH.Als5te7s WHIT - NPwol6racaq WMDTH cr.ASB 1 TIPS 3116 2316 31112 3316 9516 41112 43112 4716 61112 8316 5516 5962 63112 651/2 67112 71112 749/4 2516 A.8 •751'r75 .2716 28112 3111. 7816 3912 41112 41112 47112 51 112 15118 A.5 +75475 A.B A,B A, B A. B A, B A, 8 +751 -76 +75Y-75 +75/-75 +67 .51.67.5 +87.51 -87.5 +8751 -87.3 4,8 +67 .51 -67.5 4,8 +87.5/-67.5 25111 +751 -75 +751 -75 +781 -75 +751 -75 +73/ -75 +751 -75 +751 -76 +761 -75 +751 -75 +75/ -75 +87.51.67.5 +8751 -873 +67 .5/•87.5 +67 .5/ -87.5 +6751.67,5 +87 .51 -575 +87 .51 -87.5 +875 +8751.67.8 +87.51-67.5 •751- 78 +75/ -75 +751-75 •751 -75 •751 -15 • 87.61 -873 +5761.875 +67.51 -57.5 +5711.87.5 +5751 - 67.5 I:4718110o 1Y liltm fT•ID 11P) 18(88 (55 +751-75 +751 -75 +751-75 +751 -75 +76I -75 +57.5/ -87.5 +87 .5/ -67.5 +57,51 -87.6 +5751 -675 +87.51.875 +75/-75 .75/-75 +751 -75 *75/ -75 +751 - 75 +875/ -873 +6751. +67.51 -87.5 +67 .51 -575 +57.51.87.5 we OVERALL 16' A611EALID GLASS 5118' ALRSPACE 5118' LAMINATED Er 21812A1.67 GLASS 3182 DUPONT PVB TVTEI8,AYER 115' Allt1ALED GLASS +751 -75 +751-75 +751-75 +751-75 *754 75 +87.5 / -87.5 +8751 -57.5 +87.51 - 67.5 +67.51.67.5 +57,61.875 SMITH GLASS (69 TYPE 25 A. A. A. 6 3585 +751.75 +751.76 4 •751.75 •751 -75 • 751 -75 6956 • 75/- 75 *751 -75 +751 -75 88 +75/ -75 +751 -76 +751 -75 A, B +8T .54 +87'I -875 +6711 -675 +57.51 -W •75, -76 + 751 -75 • ti - 72 76 +8751 -875 +87.51 -87.5 +8751 -871 +87.51 -87.5 +67.51 -675 +87.51 -67.5 87 .5/ -87.5 +67.51 -67.5 +751 -75 +751 -78 +751 -75 +75/ -75 +751 -75 +8751 -87.5 +87.51 -67,6 +57.51 -57,6 +67.5/ -87.5 +571/-57.5 • 751- 76 +75, -76 +751 -76 +751 -76 •751 -76 +8751 -87.5 +761 -75 +781 -75 +75 1-75 +75/ -76 +751 -75 +75/ -76 +761 -76 + 751 -75 +751 -75 +751 -75 + 67.5 1-57.5 • 67, 5 / - 67.5 +75/ -75 +75I -78 +76/ -76 *751 -75 +8761 -67.5 +6731 -67.8 + 67.51 -67.5 +87.51 -67,5 +751-7s +57.61 -875 +51 .51 -675 •6781 -87.8 +57.81 -67.6 +87.51 -67.5 +8751 -575 +5731 -67.5 +67.51 -87.5 +87.5/ -875 •8731 -67.3 •87.5 I -67.5 +87.51 -875 +8751 -67.5 +6751 -575 +87.51 -67.5 +67.51 -67.6 +87.51 -57.5 +57.51 -674 +6761 -874 +67.51 -575 +67.51- 67.5 • 5751 -875 + 57.61.57,5 +87.5 -575 +57.51 -57.5 +57.51 -871 +5711 -571 •6751 -577.5 +5711 -878 +57.61 -67.5 +57 .51 -67.5 +87 .5 / -87.5 +81 -811 +57.5/ -57.5 •8711 -577.6 +87.51.57.5 +875 1 - 57.5 •67 .5 1 -87.5 more IF SIZE INTENDED IS NOT BHGWH,UBE NEXT LARGER +57.51 -875 +5711 -871 6 87.51 -67,6 +67,61 -87.5 +67.61 -87.8 +87.61 -87.6 +57.51 -87.5 +87.5/ -571 +87.51 -57.5 +37.51 -871 +87.51- 676 + 57.51-87.5 +67.51-57.5 +87,51 -87.6 +57.51 -571 +875/ -575 +67.8 /- 675 +87.51 - 873 +8711- 573 +87.81 -67.9 *57 .5 1 -515 • 8751 -671 +87.54871 +87 .51- 878 + 87.5 1 - 57.5 DECALIEBROALIMELQH ALTERNATE lg P P LkgaIMKEAI V ngll tKFT ewe sKowa on" moHT MOTO MOW= MAW IMPACT HOOKS APPLIED WHEN UNIT WINDOW SIZE 134C22255 sr vesti Amson 6:1• 141014. DETAIL A • 1 IMPACT HOOK SPAWNS: 1) SILL HOOKS: A) 170 FROM UNiT EDGE TO EDGE OF HOOK )A THIRD HOOK 13 CENTERED IF UNIT WROTH la GREATER THAN 37: 2) SASH CATCH; Al 2-1X FROM SASH CORNER TO EDGE OF CATC1-1. 5) A THIRD CATCH 15 CENTERED IN SASH IF UNIT WIDTH WORMER THAN sr. BARNARD MA1E1 110010) ARE TO AHONM0)H01 UV. A I r 7E: 11EMS USEQ FOR MAR E-20,23,25,26.31,37.44,48,47,49-52,550,64.67 ... -- . .. - € .. . iiiiiimmirm . 1 t . . 0 ' -c .. "...-- me toolooKnou CONTAINED Pi TH5 CRAVVING IS NE 501E PROPFIETARYAND COWI00111U. ... .1.:183 ' . ' .... .11 ' . 1'' " ' w -,-, ; WINLON SYSTSIS. DC. 0414 ROPROWITIONPIPARION AS A n- P TEX 62514. 0 -- -1 -! ilikall.111111111 ' wairrwaremestoN oFcusrampum =Tam I= IS PROHIBITER : 8 UFDA7137 PER NEW FBC REQUIREMENTS 1 07317/38 •.• • • BOO SW 44TH AVE. ROMA 34474 ; SECTION VIEWS & ALT. FRAME- IMPACT 7(7/2008 4 OF 8 155 Rat 2 3 5 I f 9 ro 11 u i3 u 16 16 87 is 19 20 11 22 23 14 13 24 27 3 3a SI 32 37 A 39 Ja 42 41 41 K SI Ja 49 51 52 55 54 52 62 67 41 65 66 67 69 64 TO 71 72 ka11 175031 170031 166031 }78031 MOW 54499 tviav 761497 178016 5•1499 1741004 1119 86016 5.6010 86019 06916 84013 541014 88029 5.1576 8•1815 0.1504 P• P5045 P4215 83419 143429 P3766 P5793 P4W1W P3745W P3559 P3342 P-3752 P4439 1 P. 53713 R78 01 Teapaay DL (31.2C424 53518 CW5I31.Omit Gift a;Fixed Gioee.'Saah P3251 5'paaer(826052 2) 53212 Sal Ram. Mork. DaaukeiEe Mob R., BP, wink. PM. tbad I1b11R., SP, 911Rp., wc. at 61•hFt.81,v% ..WtlL Wt1t ft, SH ,PVC. IAA Rd. Fad. Plead,PX&NIP. SashAlaat. RN, PVC Pell. Sash Ybet. Rash Eon:NO* OM Sash likkfropakt RM ilk. Bd., lY4 Wk. t11c D6 314• F51d., V6e, tilt ed. 3Ar9aah,RNk. OM 8a.. 3W,ease.Vert- 8e5R AAA, rMMbb,, RM. Heck. $em. A6opl. PvQ46e1i Ruh Map/ Rbr, WC. Vat Fr. Ceto%PVC. hp,.11(38 FEW Bash CMab, WC. RPM ARM( (0 Sallow Saab CNA PVC Take Out Op teak Arta* FVC keapor. brad PVC Me, War& flip pekt Pile. Fli1t 2.'44 2702 FbSeaL 0S fe 2 7A0009 /445/11 15271925 RI THAW XI 21251119 R11St 915. NB 43.825 Mani R119C, Me. fa 38lF515118(2 NB 31S'Ph5419(2 BeaRBeibr,1791 EM Cep5ab WORM HHoot ikkf TarSeaL NEI MA Thant If EMIR- 604 Da.. il5°26incr 9• BHBi00 ads cost Least IWRCTab. Matt P.214 801820 51,75. 126t 53321 Scrao l Furry 010065 53081 001398 MR 18a t8 Fbevieas 53722 WPM 8ptee..150 013, Bk P3022 &soe4 RI Tab P3333 Satrap Wks 8S HSO26 Nab 7, 817 w52 . SIC. 83112 477221408ad H4026 Bab Wrya 1,11A1yt1 Rae, .350110 PVC FRAME FIN -8028 3.125 PVC FRAME FLANGS6031 FR HOOK IMPACT (S'fil SILL) REINF. S.B.R./S.S.R. -1488 ALUM 6063 T-8 ALUMINUM 6063 -T8 • 7 ; .4, 60 5841 ARE NOT USED T. • 3715 , • -•-� t ire 1330 PVC SASH BTM. RAIL -6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 REINF. FIXED MTG. RAIL-1499 1 ALUM 6083 T-6 PVC FIXED MTG. RAIL -6001 21/2° � 1115' ANCHOR CLIP, 1604 ALUMINUM 6063 -T6 PVC SCREEN SUPPORT - 6014 2 ante• 310' 1.641 0 114 PLAN VIEW OF �•e 7 115` 1443 REINF. SASH MTG. RAIL -1497 ALUM 6063 T-8 1,847 PVC SASH STOP -6029 PVC GLAZING BEAD -6016 PVC SCREEN CATCH - 6013 SW 44Th AVE. FLORIDA 34474 V ee -l ±r ANCHOR CLIP - • '''' te .e NW _ =: i1; a KPVCSR�LE HUN THE INFORMATION CONTAINED ORANA i19C0 T 3 01 1 • .. 441 * ea. t a661 1 10110745197216511.C. AM REPRODUC0031 IN PART W7 AIANR,Dt F1- P.B.V. 14 99M8, T1PEa1aa51ONTV CUSTOM WINDOW 57571345. W0.D .. r •. FRAME 175 CaIS7BMIgid CORNER WELD (ALL SIOIA P1330 MEETING RAIL SCREWED TOOETHF-R WITH OU1t RFRAaIE SASH CATCH IMPACT ALUMINUM 6083 -T6 j UPDATED PER NEW FBC REQUIREMENTS 07/777'5 c`.1.11. CWS -455 ° 507 8 CAULK BETWEEN BUCK AND OPENING HY OTHERS BY O O EXTERIOR F BY OTHERS PERINETER CAI0.K BY NST U.ER WINDOW FRAME SILL PE 1 RIMET TE E L R CAULK BY EXTERIOR ZRZ (48N. EDGE carp 3AB'OIA ANCHOR. .lid___, 4 _ 1 1, 1 1_ •NP• iii am : 1 ...„....,..sr..., ." ME - !_ _ _ P.t. Y� • • . �. • ,: • .� ir.... A. • P• .►.►• i ►• D • • • ►P • OONCRETEtMASONRY BY OTHERS YERTR'AL3E UON j) 0LW BX SONRY) LIE aiseomErm 212 (MIP.L EDGE DIST) pAIN EMBEDMENT) se MAX BNBi DN BHT. ) CAWS BETWEEN BUCK ANDOPENAE BY OTHERS IRSTALLATKW ANCHOR. 3/17 01A HASOCIRY ANlE4OR ANCHOR Cup BY WOOD BY OTHERS BUCK (foiN. EDGE DIM) • ° A a • • ° •A • A • ° • ; • • a • A• A, • I BY WOOD BUCK BYORE 5 .,.. - NN PERMETER CAULK AF • .. QP BY INSTALLER WINDOW FRAME � IAlCLIP • • .•OO PERIMETER CA= ..... -.. afti • HEAD : t BYWALLER PERIMETER CAULK BY INSTALLER EKTEIBOR MEN BY OTHERS 114" MAK SHIM (SEE NOTE 2 a 3 ON BHT. 2I coNoREFEIMASONITY BY OTHERS ® HORIZONTAL SECTION CUP(MASONRY) WINDOW FRAME BILL � ALTERNATE PREOABT SILL DETAIL CLIP EDERWR FINN BY OTHERS ANCHOR Cup INSTALIATION ANCHOR, NW CIA. MASONRY ANCHOR. !AP MAIL.BEEM ONSET �2 & 3 (MIN. EMBEDLLB&T) ( EDGE DIST.) 8100 Jur (ION. EMBEDMENT) d • • 4' INSTALLATION ANCNOR. i10 WOO° SCREW ® HORIZONTAL SECTION CLIP (W000) RITE tor. LETTER A CAULK BETWEEN SIM AND OPENING BY OTHER& DYOT B CONCR€TEIMAEONRY BY OTHERS CWS -155 S CAULK BETWEEN BUCK AND OJT BY OTHERS PERIMETER CAULK BY INSTALLER CAMS UNDER SCREW HEAD BYI4STALUER • ►• • ►• • • •.• • ' DRYWALL BY OTHERS w • • •••• •■• O. • O• 1 BY WOOD BUCK BY OTHERS Y4' MXX SHIM (SEE NOTE.26 8ORE M:2) CAULK UNDER SCREW HEAD BY INSTALLERS CONCRETE/MAMMY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS USE SOLE) WOOD SUPPORT TO MAKE BILL LEVEL BY OTHERS GAULS BETWEEN BUCK ma(mama BY OTHERS 1 BY WOOD BUCK BY OTHERS M. MAX SHER (SEE NOTED a3ONSM: 2J PERIMETER CAULK BY INSTALLER CAULK UNDER BOREW HEAD BY INSTALLER EXT. FINISH BY OTHERS 14• MAX DIEM •• (SEE NOTE 2S 3011 BHT.a EXTERIOR FINISH BY OTHERS 1►s�r'i!iL l 'iR�4 .- y O Y .• � L ' *i O ~-:: � a P. .4:1,•.'• 0 • F,. $'T air pp- ,. ti t\ . s i 'III: ;0; 1ttt " "t stemma a BY OTHERS EdERIOR FINISH -- BY OTHERS CAULK BEHIND FIN BY NNSIALL R WINDOW.WRAP SY INSTALLER PER IETERCAULK BY INSTALLER wpa iaw FRAME HEAD WINDOW FRANAE SILL CAULK BEHIND FIN BYINSTALLER PERWIETER CAULK BY INSTALLER' WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS )� VERTICAL SECTION l4/ FIN otaxim >I/Z cam*) at! r INSTALLATION ANCHOR. M ammo SCREW LIZ MN 2 BY WOOD SLICK BY OTHERS � LW AIM awl (BEE NOTE 2 B 3ON SHT.2) 1!d• M SHIM r (SEE NOTE 2*3 Obi BHT. 2) 2 BY WOOD BUCK BY OTHERS SHEATH - BYOTHERS 2 BY WOOD BUCK BY OTHERS INSTALLAITDN ANCHOR, SS WOOD SCREW EXTERIOR FINISH EY OTHERS CAULK BEHIND FIN BY INSTALLER S. S• S . in .a 1I MAX SHIM (SEE NOTE 2 & 3 ON EMT. 2) wiNtiow FRAME JAMB MNEALBEDMEMO as HOWZDNTALSECTION FIN (WOOD) WINDOW WRAP BY INSTALLER PE IMEIERCAULK BY INSTALLER A I UPDATED PER NEW FRC REQUIRENENTN II7RI?RI8 • .u1 ;C • ?aTr � { PBOPI STeaYAND O4i. / • - • f . • '•. _ __O6�[QC9 . 1 THEmeamONGDT7TAD>FDIrniumm mans INEco*XPROPBf1YIM • • ■ meow SYSNEIR8. Sr.. ANY REFRoDuc7[ONsumsOBAsAYN10PM71M • FL:P.E: 14 • WRmER R OFammOawONOWNVaIS WO. BPROI4IBItED.• ... BMW/ 44111 AVE. ti . FLORIDA 94474 INS DEr WOO 7/7 B OF 8 hide Building Code Online f3 BCIS Home ! Log In ! User Registration ! Hot Topics ! Submit Surcharge ! Stets & Facts { Pubtcatbrrs ! FBC staff ! BCIS'ste Map 1 Units ! Search Product Approval USER: Public User ffiestaatuguaLtUau > ta t or Aoo + n �rdr FL # Application Type Code Version Application Status Comments Archived Address/Phone /Email • Authorized Signature Address/Phone /Email Address/Phone /Email Category Subcategory Compliance Method http: / /www.iloridabuilding.org/pr /pr app_dtl.aspx ?paranr wGEVX... Product Manufacturer Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.cc Michael LaFevre miafevre @cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## 1900 SW 44th. Avenue Custom Window Systems, Inc Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws•cc 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 07/21/2020 Validated By Steven M. Urich, PE "- Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R2 COI 510190B (Impact 3 in Mull Evall.pdf Referee St .rgliil nd Year (of Standal:c#J• - P.g.: • ;a1F *r . ..° "_ ;: AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM 51886 -02 2002 ASTM E1996 -02 2002 11/11 /201.0 4:30 PM FL # Model, Number or Name Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in Approved for use outside Impact Resistant Yes Design Pressure: +67.5/ Others Large Missile Impact, Max. 63" Vertical Span. Installation Instructions HVHZ: Yes FL9520 R2 II CWS 1S0A (Impact 3 in Mulll.adf HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL9520 R2 II Mikron NOA 06 -1220 01.odf -67.5 Verified By: Roberto Lomas 62514 Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101908 (Impact 3 in Mull Evall.odf Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) of Use Approved for use in Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other. Large Missile Impact, Max. 76" Vertical Span. Installation Instructions HVHZ: Yes FL9520 R2 II CWS -146A ( Imoact 4 in Mulll).ndf HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05-1208 02.odf FL9520 R2 II Mikron NOA 06 -1220 01.pdf -67.5 Verified By: Roberto Lomas 62514 Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510194B ( Imoact 4 in Mull Eval).odf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use In Approved for use outside Impact Resistant: Yes Design Pressure: +67.5/ Other: Large Missile Impact, Installation Instructions HVHZ: Yes - • ; fir _ - ... a •,_ - • n _ HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.odf FL9520 R2 II DuPont SGP NOA_07- 1116- 04.pdf -67.5 F1.9520 R2 II Mikron NOA 06 -1220 01.pdf Max. 111 1/4 Horiz. span. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 5101978 (Impact 5 In Mull Evval).odf - Created by Independent Third Party: Yes ►rids Building Code Online .f 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://www.floridabuilciing.org/pepr_app_dtaspx?peratrrwGEVX... PA TAS 201/202/203 1994 04/30/2009 05/04/2009 05/08/2009 06/09/2009 Back Next Department of 6 C�oo g mmua y Affairs flexidis 2555 Shamard Oak 80+9evand Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414-8936 tt 2000 -2010 The State of Rloeda. AA rights reserved. Edsad Sh.tm..ent I Cessalsk.Stateshast I Acreaarafily Statemant I pby-lo Sofhyara I Customer gamete Sunray I Canter? UR 11/11/2010 430 PM wide Building Code Online http://www.floridabuilding.org/pr/pr_app .f Product Approval Accepts: El MI 11/11 nntn.A•qn PM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 4" Mull Bar Report No.: 510194E 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 9B- 72.070 method 1(d). The product listed herein complies . with the Florida Building Code. Product description: Extruded aluminum mull bar Y x 4' 8063 -T8, part number H -1804. Supporting Technical Documentation: 1. Approval document drawing number CWS -146, Revision A, titled 4" Mull Bar --PVC Mull Bar, prepared, signed and seated by Luis Roberto Lomas P. 2. Test reports No.: NCTL 210 - 3424-1, -1A, -2, -2A, 4, -3A, -4, -4A, NCTL 210- 3428 -1, -1A, -2, -2A, -3, 4A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMfUWDMANCSA 101 /I.S.2/A440.05, AAMA 450-08, ASTM El 886-02 and ASTM E1998 -02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 92" end 9.251bs at 50 ftlsec, o Design pressure: *87.5puf o Water penetration resistance: 10.125psf o Cyclic Load Test 387.5psf design pressure o Large Missile impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas P.E Limitations and Conditions of use: • Maximum design pressure: *67.5psf • Maximum horizontal mullion span: 7418" • Maximum vertical mullion span: 78° • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product Is rated to be used in the HVHZ. • This product Is Impact resistant and does not reiuire impact protection iii wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components: the mullion or individual window units. Installation: Mullion must be installed in strict accordance with installation instructions document CWS -148, Revision A. Window units must be installed to substrate according to window manufacturer's installation instructions and/or approval documentation. Certification 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! kr any other entity involved in the approval process of the listed product(s). 1 of 1 _ • ` r - : • 4:•. > ,111f-, ^r. m om' . • III et"; . / OZ 544 s J ''f 1 .� -� w8f3i•b ,w a 198NIS MAIL OV61AU.1NNTH • s31er - maim GENERAL ROVERS ELEVATIONS—.1 ANCHOR SCHEDULE.— — DESIGN PRESSURE CHARTS._,.. r_...„.8 STIRUSIONS 3 HULL BAR SECTION EtS..—,_..._...6 QBiTAWI110N DETAI B_ .�B,7 4° MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS 1 p A NwpwavoNoaaNiposTuu. 46 i TNERNaNaNsus �NnescaN �I6Q �lle -.... � sra+E9dt.0iC ualRa+awrn� .- Awimp; women PoinessIlOPt218 1g1W1e7owex113ie.Ine. t1 - mULIMILIETALLADZSSUBEINEEM 1.THE PRODUCT SHOWN HEREIN IS DESIDAIED AND M NUMCTIIIED TO COMPIXWm1 THE FLORIDA BUfD1N3CODE, CURRENT M ICK INCLUDING THEHVNL 2. CONFIGURATIONS SHOWN 1.V 2. HORIZONTAL/VERTICAL 4. ALL MUI LION mamas PRE 80&3 -TSAMANITA. TRH R LOADSTO� AMMODE MODEM TO ARCHITE CT OR • ENGINEER OF RCMP. & CCNiRAC70RISIEsPONSIBLE FOR MAINTAINING STRUCTI &ALUNTE YOF 1VIImOWOPE'NrNS AND ALL WWI/PRAWNS /MOULD WINDOW. 7. RESPONSIBILITY OFSELECTINGFENESTRATIONPRODUCTSTOI TANYAPPLCAB1ELOCALLAWS, BUILDS& CODES. ORDINANCE OR OTHER SAPTEYR TSRESITS=LEMONTHE ARCHITECT, ENGINEER OF RECORD. SSNLDSti OWNER ORCOFITRACT'OR. & APPROVED IMMICTPROTECTIYE SMELT D NOT REOUViED FOR 'THIS PRODUCT IN AIIEAB WHERE WIRDBORNS PROTECTION IBREQUIRED. S. EMERGE TEST REPORTS: NCi L 210 -34241.NCTL81O3i24.iA, AIM 21O4424.2. NCTL210-3042A, t1 IL2I0342F8. NCTL2109429-3A, I121L3183424-4. NC7L210O34714A NCR 21041420. 919.34294A. NCTL2IO &I.NCTL210,142&2A, HC1L 21O34ES.. NCTL 21044203A, NCTL 21034264. NMI 2IG 34954A W. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN 24 THIS DOCUMENT APPLY ONLY TOTIE MULLION. WINDOWS RUST DE APPROVED UNDER SEPARATE APPROVAL 11, SEE MI LI. N MARIN FOR MATINNA1 DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. (SHEET2& Amman 12. DESIGN PRESSURE SUP IIIR0RE MULLED SHALL SE UNfT �H�LLEDBY THE Ll DESIGN E 13. SINGLE URDU Mu TIE MI . LED ARE NOT . IN DEEDTO THOSE SHOWN IN 7HI8DRAWN& swam 111,8 TOME AWED TOGETHER MOST BE MANUFACTURED BY CUSTOM WINDOW S%512 $. IMAM MUST BE MADE OUT CIF YAWL PVC. • 14.*IOIzG rrAuitamou SHALL mecum ENTBu MOW CIF ME IMAM Wti. VR3iTtAL.92.2L 1N IS USED TO'MELLTOP AID BOTTOM UNITS TOGETHER AMOR TO DIE MORTAL NMALlRNL %VERTICAL NULLED MIS WAY BE MULLED DIDEFISTELY AS LONG MINE Ma urn MUSH AND HEIGHT ARE MDT ExcEso . ANDMU LLIONSAREANCHOREDASSHOWN HOVEN I. INSTALL ONE ANCHOR AT EACH LOACTION ACCORDING TO THE SPACING SIMINN ABOVE. OR ACCORDIND TO THE WAGING SHOWN IN THE APPROVED VINSON URN INSTALLATION INSTRUOTKEL WIiICH EVER REWIRES MOSE ANCHORS. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH me CIA MN TAPOON OF SUFFICIENT LENGTH PC ACHIEVE A Ur MINIMUM EMBEDMENT INTO SUBSTRATE. S. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH #10 WOOD SCREW WITH A ENO WASHER OF SUFFICIENT LENGTH TO ACHIEVE A 1 SAC MMUS EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION. ATTACH WINDOW UNITIHRU FRAfitE USIUG MG% t HEX W ASHER REMITS( SCHEN OEM la). E. ALL NSTALLATION ANCHORS MUST BE MADE OF A CORROSION imESSTANT MATERIAL OR COATING. 6. FOR DIRTAuATtoa oF WINDOW uturs, SEE THE APPROPRIATE Apritono INSTALLATION INSTRUCTION. 7. wenumuota ANCHORS SHALL SE IN ACcORDANCE WITHANCHOR MANUFACTURERS INSTALIATIDN TRUCTIONS. AND ANCHORS SHALL NOT BE USED GI SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. •' oiLm — ••• 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ABE BASED ON SUBSTRATE MATERIAL WHINE FOLLOWING PFLOPE144 A. WOOD • MINIMUM SPECIFIC GRAVITY OF GAL42 ....•.- g (...' ' +t. C. MASONRY • STRENGTH CONFORMANCE To ASTAI C40. GRADE N. TYPE I (OR GREATER) ii ir - . 4 .... ' i i. 46 .7. .?.... • _ ,a, B. CONERETE - LEMMA COMPRESSNE SMOOTH OF axe PSI • -.: • • . r temmENAvamoamemmaHL ..■ i A -,ft' I'''''' • ? 5 The OMPOKOMMINIAI 11.1 NEM THIS MINOR MI LAP IT2IOU e wow num mow soveloucrero INPNITER A8A DS 6 ..."1: is..4%....... .--jr—S ,..� WillnaifeWISMOODFAISTPOVICON Zratilaa,10.18 ,• 446m lc 0 -4 !" :46'.—ive°0 c: ::3 e 2j 7lifit : 1 1 : • Vegis,-. • fee 4 4,440 0 4. ea 0,. Al UPDATED PER NEW FBO REIGUIREAUDITS ITT1/07/123 000 SW 44111 AVE. FLORIDA $4474 ANcHORENCEDULET NOTES - MIUMAIAM PVC MUU. SAS • JAO4 4110/2009 .i OWS-148 - mows I 2 0F 7 4 " HORIZONTAL O N T A L MJLU V H.1604 MRS-1522 G L P , INPACI (DESI N PF1ESS1J E CAPACJIY CHART, PBF) - Yv71i(W) ON) LIPA it) (N mft� CLPTO JA kk 23 1/2 29 1/2 351/2 41 1/2 471/2 631/2 59112 . 651/2 71 1/2 72 78 265/8 26518 35 37 1/16 37 1(18 37 1116 37 1(18 37 1/16 37 1/18 37 1(16 37 1/16 35 (2}a ( 187.5 167.5 167.5 ±57.5 187.5 ±67.5 167.5 ±675 367.5' 1875 167 47 (2)3 or ( 367.5 387.5 167.5 1.57.6 167.5 367.5 167.5 157.5 3675 3675 1675 55 ( or ( 167.5 ±67.5 1675 3675 157.5 167.5 167.5 ±$7.5 167.5 187.5 .187.5 59 (2)Bar (2)11 167.5 167.5 187.5 187.5 387.5 5675 157.5 167.5 357.5 367.5 157.5 63 (238 or (2)13. 187.5 ±67.5 . 167.5 167.5 167.5 187.5 157.5 167.5 167.5 167.5 1675 71 (2)B or (238 387.3 1675 367.5 387.5 ±67.5 161.5 1875 ±67.5 367.5 187.6 167.5 741/5 (24S 167.5 1875 . 187.5 ±575 167.5 167.5 167.5 157.5 ±67.5 157.5 367.5 2312 29 1/2 351/2 411/2 471/2 8312 167.5 167.5 1575 167.5 157.5 187.5 167.5 367.5 367.5 367.5 167.5 3:67.5 1675 367.5 167.5 35'x.5 167.5 187.5 1575 157.5 357.5 167.5 5375 ±575 1675 . 367.5 357.5 167.5 /67.5 167.5 387.5 357. 167.5 167. ±67.5 367.5 157.5 167.5 167.5 - 0975 167.5 1675 187.5 557.5 167.5 587.5 ±87.5 1875 ±67.5 ±675 1575 1617.5 187.5 167.5 167.5 167.5 387.5 5675 167.5 3875 • 157.5 /67.5 157.5 187,5 *67.9 187. 157.5 3675 1675 367.5 *87.5 361.5 1675 187.5 3575 167.5 157.5 - 3875 '1575 1875 171/2 367.5 167.5 23112 - 167.5 ±67.5 4' V1B CAL PAUL LION H- 11864 WMM 8-1522 CUP, BPACT (00313N PFE3SURE CAPACITY CHART, PSF) INrWW1TH(W1, `r ] t. 27112 157.5 ±673 291/2 1875 1675 at 1/2 367.5 367.5 3512 187.5 ±67.5 391/2. 367.5 167.5 41 112 167.5 367.5 43112 187.5 471/2 531 167,5. 367.5 387.5 *67.5 3875 1 • 167.5 187.5 1[$ tTpacair•RDO711Nt 6 • svamesraussoNcrasuwassowstarmemius • • s L 1 it e } • •� tt fi o �!aa A 1 UPDATED PER NEW FBC XT8 107 SW 44T1-1 AVE. WA .,74 • DESIGN PRESSURE e MULL On Pt(C DULL PAR Mai No. PAAYNO. 1 2• 3 4 S 6 . e H-1604 P-3767 S -1522 8-1606 8-1572 S -1671 . MULL. 1318' x 4" PVC SPECIFIC 610 x 1• HEX WASHER HEAD TEK 610 x 1 1/2', PANHEAD PHIUPS ZINC 110 FLAT WASHER liETRO FIT MULL ANCHOR CLIP 'HORIZONTAL ANCHOR (PVC SPECIFIC) CAULK DRIP ADAPTER FLANGE ADAPTER Deaciapfion r -•- vm' RETRO CLIP(4") S -1522 ALUMINUM 6063 -T8 (FIN) raw [EU= HORIZ ANCHOR S -1606 ALUMINUM 6063 -T8 a'ir 26(9• RETRO CUP( *) S-1522 • + '`� (FLANGE) t ALUMINUM 6463 -T6 ,��, • fi t •,e;ry ;� .:r 17710i�R OhRAR'ii[8 • ,.. �. ,a-f+'6�"�•71{ , S 4 ° DRIP ADAPTER 5 -1572 • ALUMINUM 60133 -T6 • Lam FLANGE A€lAPTER 8-1571 ALUMINUM 6063 -T6 19f9' 4 "MULLBAR H -1604 ALUMINUM 6083 -T6 • A; UPDATED PER New f6G REQUIREMENTS 107227609 T900 20144TH AVE. OCALA, FLORIDA 34474 9atka: PVC MUM BAR nrs N CAULK BETWEEN FRAME AND OPENING BY OTHERS BY BOTW EXTERIOR ERS flOpBN VERTAML MULL BAR IBMIRIOR pima BY 44 SY PERIMEIM CAULK RETAILER Rata° Fir MIL BAR CUP (SEE NOTE RETRO 110110411 CLIP BY CpA1i COMCRETIMABUNRY FPI OTHERS g�,4wa L IiE9tl gECT10N t$/ I�t�TCUP♦SONRI( z (A!N EDGE MT) CALM GEMEM Luc frf omen ie 1 EN ef0 BYYOTF BUCK INITIKLLATIONAKCHOR 3ti MASONRYA WITH WARMER MI iEKOE0IAL evarneAL MULL BM SiLL3f OLBYTiERB I IBIS N 07q DETTALLATION AN BPY A10R. WITH WA/MEW** REID SEM TOMS LEY. FOR MULL BAR EMBEDMENT) INTERIM MOH Lgif BY OTHERS Warta BIBB LUE (1d} INTERIOR FINISH EYOTHERB B � Y � 4 4 4 4 :1 4. 4 IEY WOOD SUCK .4 6Z RYOTHEL4 .4 a • • INTERIOR FP= EY OTHEIW BY OTHEREE BYOTHERS 4' 441%2. MULL BAR MLLB RETRO FIT PERBETER CAW( INSTAILER P. t •0 . 1r I. n ..s 0 NOTE: 1. SHL STOOL MUST SE RUSH AGAINST NSW OF MALEC WINDOWS AFTER NSTALLATION 2. RECESSRETRO FIT CUP v4° FOR CLEARANCE WIIEI4IdSTALLING WINDOW UNITS D I A arts mil WASHER PERILETBTCAULK BY INSIMIES 4' MHZ IAIRL BAR MI AR PAW. BAR BAR cup MEE NDTER • It er'•� • 0 y . 0 • .0 a5 ErROFITCUP DETA& PERIMETER MILK BYNSTNLER � ll I I I 11 0; EIME MT) 0 i FROi(Yt1ARYAM WEAL , : -d - r .. h . 4 L'w.rr ri@ LYFoOdAT10N C�OBTAOgDb TP�ORIUPA�K!{B'Qi6 8018 P. REAMBRONOF *MOM swam Emus. eve. a mown. 4 F LIM • - 4+ � Itre 1. • :el' OAULKBEIW�L � , FRA E ANDOPENRG • � A • .•BYOTLOEIW 11 4 A. i ��s yC -I Z i /fP . MULL BARBAR SIBTALLATI1314 MOOR, MTH W MASONRY ANCHOR. aaq ,F'p +s f fl• v •• 8444THAVE. CLEARANCE EKTERIOR FINER BYOTHERS s INTERIOR WISM ETY CORM FLORIDA 34474 • a.r '•y '! � RETTRO FIT IL t4ASC1JRY1NSTAu. ION- WAP. am . MULL BAR 4/13‘2009 CIS'' 1( B r FIN HY OT WI1DOW WWRAP NT mow EXTERIOR FROTH MITERS P Iii CAULK BYINSTALLER RETRO FIT MULL B ACLIP e MILL EAR WINDOW WRAP • . Ent OTHERS PERILLETERCAULK BY INSTALLER CAULK BEMS RH ST OTHERS EXTERIOR FR,104 BY CORMS 4HEATHDJti BYQ 0 BY OEMS a 111*1. ' ,_ LEX AWL MEOW) /•(\Y6_ LM ®G O �RRE7 a lair num mom II _, ....0-- Ir � 1 _ •" d OTHERS SHEA. 11010 NY �-- VERTICAL isiA.L OAR AMEL ET WOOD BUCK MOTHERS (D=ligkiIx LEE Nix BASEMENTS INSTALLATION A11t /W WOOD ANCHOR. WITH WASHER lax! s aioWCOD�ANCHOR, WITH WASHER (txq l SHEATHQM I BY MERE EXTBIpR FINISH BY OTHERS NOTE: 00 >w 4 • CAULK EBRO • FIN Wit OTHERS MOM WRAP EN OTHERS 1. RECESS WTROFIT CLIP 114 SO WW1. WILL BE FLUSH AGAINST WOOD BUCK AT AND HEAD. PERIMETER BY INSTALLER ANCHOR .,�M WITH WASHER lax} FIETRO FIT ILLL BAR CUP 4 RIZ MULL BAR • A UPDATED PER lam {i Fac Brx013PIENENIS I07(078 44Th AUE. • u. 34474 tit WOOD NSTALiADON 1tAR BAR 7OF7 • THEPPORMATOR =MINER 24 .EP OF W y . IDOWS EKBEL.6' 61.04 / 722R R9 122120LRA2022R59R1gLYT •4 q ;'ci wiener PenrsamoPausTaawea pviewmc.terR L ro. `' = FLP I i y t!r z• i • 4 s1,..„: Y•••,Oaf • -0_,4q r �` is j oni t44 1'�a Florida Building Code Online BCIS Home ; Log in I User Registration I Hot Topics Submit Surcharge I Stats & Fads I Publications' j FBC Staff I KCIS Site Map I Links I Search I Product Approval USER: PubBc,User Product Appit)val Menu > P.rndvct or Appli enoe Sear> b > Appiuc@tipn List > APPlication Natoli > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence • Referenced Standard and Year (of Standard) Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre@cws.cc Michael LaFevre miafevre@cws.cc Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevreC lcws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Raiph@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer la Evaluation Report - Hardcopy Received Roberto Lomas PE -62514 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE ke Validation Checklist - Hardcopy Received FL700.7_R3_cOI_510485A (Eval Rep_HS -8200 Impact X0_74x54).pdf Standard AAMA/101 /LS.2 -97 AA MA/ W DMA/ 101/I. S.2/A440 -05 Page 1 of 3 Year 1997 2005 http: / /www.floridabuilding.o:rg/pr /pr app_ dtl. aspx ?param= wGEVXQwIDovmiv a39J... 1118/2010 i- umma of Products Model, Number or Name Descri • ion ir067.1 J HS -8200 Vinyl Horizontal Slider I11 8200 Vin I Horizontal Slider (Impact) 74x54, XO Um s o. se Approved. for use In HVHZ: Yes APPrOVed for use outside HVHZ: Yes Impact Reslstanti Yes • Design Pressures +60/ -60 Other: Large Missile, 74x54, DP +/- 60 psf, (Impact). • Installation Ins s truction F1.7Q67 1.1,11 SWS - 1 IA (H.S - 8.2QQ xmpact),pdf EI -7967 B3 PVB NOA_05 - X20$ O2,pc)f F1.7067R3 Jy1krgic@1QA. Q6 1220_07..pdf Verified By: Roberto Lomas 62.614 Created by Independent Third Party: Yes Evaluation Reports. FL7007?__4E_.51Q485A (Eval Rep_HS -8200 Impact XQ 74xS4).pdf Created by Inde•endentThird Pa : Yes 7067.2 i HS -8200 Vinyl Horizontal Slider HS -8200 Vi Horizontal Slider, Impact, 111" x 63 ", ,OX — Ulnits of Use Approved for use In liVIIZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure; +60/ Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. — nstallation Instructions F1,7067_113 .-Q -2320 (ttS713.2.09. Inipact XAX),pdt ; FL7067 R2 4_ L? 3,! Pot1_t_,PVB_NS2+9_QS-120R _02:pdf ; F1-7067 R3 _ I? 4IPSI. K >t.,SfpP.30A�7=I.116..-44.pc)f FI.74.57 -83 M11croOEJ4QA_Q6-1,22031,pdf Verified By: Roberto Lomas 62514 Crated by Independent Third Party: Yes Evaluation. Reports FL7467_R.3_A.E_510457S (...Evai Rep_HS - 8200 Impact XOX_I 11x63)..pdf Created by Independent Third Party: Yes 7067.3 11;1S-8200 Vinyl Horizontal Slider mpact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. , Installation Instructions Fi.7067_R3__II_CWS -}.860 (HS -8200 Impact 72.1(.64.72.1(.72.1(.64.),P0 FL7067_R3 iLQuPont__PVB OA_Q5 Q2.pdf FL7 067_ RUI __MillrOn_NOA_06- 1220_01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7Q67._R3 _A6 .510466A (Eval Rep_HS -8200 Impact X0 _72x63).pdf Created b Independent Third Party: Yes Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 Bach West I Denfi5nentdren NX unity Affairs .- Florida Building Code Online Codes and'Standards 2555 Shumard Oak Boulevard Tallahassee, Monde 32399.2100 (850) 487 -1824, Fax (850) 414.8435 ® 2000 -2010 The State of Florida All rights reserved. http : / /www.flaridabuilding.org /pr /pr app_dtl.asp7 ?;cram= wGEVXQwtDavmivMZSa39J... 11/8/2010 Florida Building Code Online Page 3 of 3 Privacy Statement I coPyylObt Statement I Accessibility Si:element I Ping-An Software I customer Service Survey I Contact US. Product Approval Accepts: MIRE HP.fi ) rnitte• buritvtn'TiireS' re i greE http://w‘vw.floriciabuilding.org/pr/pr app dtl.aspx?param- 11/8/2010 L. Roberto Lomas P.E. 1432 Woodford Rd. Clemons, NC 27012 336 - 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44` Avenue Ocala, FL 34474 Product Line: 8200 PVC Horizontal Slider— Impact resistant Limitations and Conditions of use: Engineering Evaluation Report Report No.: 510486A Compliance: The above mentioned product has been evaluated for compliance wittt the requirements of the Florida Depar'tnient of Community Affairs for Statewide Acceptance per Rule 98-72.070 method 1(0). The product listed herein complies with the 2007 Florida Building Code. ti Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered corner construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -187 Revision A, dated 08/10/2008 sheet 1 of 8, titled 820t PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. • 2. Test reports: a) Report No.: NCTL 210- 3187 -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, *87.5 psf design pressure, 7.75 psf water infiltration TAS 203.94 Cyclic Pressure Loading *80.0 psf design pressure • b) Report No.: NCTL 210-3187-113, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories ASTM E 1888 -02 and ASTM E1998.02 ASTM E 18881E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, 180.0 psi design pressure AAMAINWWDA 101/1.5.2 - -97 Design Pressure: *80 psf Water penetration resistance: 7.75 psf 3. Anchor calculations, report number 510163A, prepared, signed and sealed by L Roberto Lomas P.E. • • Maximum design pressure: *60 psf • Maximum unit size: 74° x 54 • Maximum Q.L.O.: 33 3/18° x 4913/18" • Units must be glazed with W IGU consisting of. outboard cite 1/8° Ann — Air —5/16 laminated inboard the consisting of: 1/8° Ann - -.090° Dupont Butacite PVB interiayer -1/8 Ann., per ASTM E 1300. 1 • DuPont Butacite PV8 intertayer per NOA 06- 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 08- 1220.01 Installation: • Units must be instated in accordance with approval document, CWS -157 Revision A. Certification of indapandance: Please note that I don't have nor wilt acquire a financial interest in any company manufacturing or distributing the product(s) for which this report Is being issued. Also, i don't p nor. will acquire a financial Interest In any other entity Involved in the approval process of the listed product(s)a�• °' � "„.i • I. .�.• • J • . •� ` �• 3f ! 1 ... l of 1 �1a- • w t Lute R. Lomas, P.E. 4 S oRt s *as ` FL Na.: 82514 S � r �g o i r nn+ + +`�` 07/1512006 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) BLIGt AAAX. OVERALL FLANGE HEIGHT Z RE MAX OVERALL FLANGE WIDTH ER: MAX UNIT HEIGHT TABLE OF CONTENTS 'GENERAL NOTES A ELEVATIONS.—......1 ANCHOR SCHEDULE AND DESIGN PRESSURES & GLAZINKR SECTIONS & ALT. F RAME.r.._...__ .. 4 EXTRUSIONS 8 BIU.OF MATERIALS..__.3 INSTALLATION DETAHS 8-8 Z4: MAX UNIT WIDTH MAX SASH WIDTH • GLASS DLO MASS 01.0 'O/)C' & ')(!O" MAX. PVC IMPACT RFOIIIREMEWT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WRH THE FLORIDA BUO.WNG COOE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET3) 3. CONFIGURATIONS: "OA" OR 'X/0 4. DESIGN PRESSURE RAThGS MEE SHEETS 3) -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ARM E 13GB. - POSITIVE DESIGN WADS BASED ON TESTED PRESSURE. WATER EEILTRATIQN TEST PRESSURE AND GLASS TABLES AMU E 1330. 5. ANCHORAGE THE 33113% STRESS BECAEASE HAS NOT SEEN USED N THE DESIGN OF THIS PRODUCT: BEE SHEETS -B FOR ANCHOR DETAL S. SHLJ FTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FILLY WELDER. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RALAND JAWS. 8. REFERENCE TEST REPORTS: HORIZONTAL RUDER `OIIC.'XJO': NCTL ZG631 GI -18, NCTL- 210-3187 -1 8. SERIES I MODEL DESIGNATOR HS-8200. 10. WOOD BUCK OR STUD FRAMING TORE DESXeAED ANDANCHO:at TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPQNSIBIUTY OF THE ARCHITECT OR ENGINEER OF Fes. II. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION GALLOUTS FROM OIX ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. NOTES: 1. INSTALL ONE ANCHOR AT eActi INSTALLATION LOCATION. 2. SHIM AS REDO AT EACH SET OF INSTALLATION ANCHORS USHO LOAD BEARING SHIMS. MAX ALLOWABLE SHAG STACK TO BE 114". USE SHIMS WHERE SPACE GIIEATER 11W IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLAS11O OR BE TER. WOOD SHWS ARE NOTALLOW EO. .3115' CIA. ELCO TAPC tA,SOMiYANcHOIL3 MUST BE OFS[ SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT' OF I 114' INTO MASO0�8LYTHRU 00 BUCK INTO MASONRY. A MINMJM EDOEMETANCE OF2112' SHALL BE AC }IIEYED. 3.210 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A NON. EMBEDMENT OF 1 3/S INTO 2 BY WOOD BUCK S. SB WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A NON. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR RN INSTALLATION 7. SEAL. CORNERS WITH SMALL JOINT SEAM SEALANT. S. ALL INSTALLATION ANCHORS MUST HE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 8_ INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITLh STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINOAN SPECIFIC GRAVITY OFG. .42 B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI G. MASONRY - STRENGTH CONFORMANCE TO ASTM 090. GRADE N, TYPE 1 (OR GREATER). PROPREINIT AUDO0IW0&N9AL _ 1lE IRDORIPATION DOINVASYED DRAWNN 3 THE 9DLE PRAYOfcustom wi oM wawa NC. ANN REPRODUCTION N PART OR ASA WHOLE WITHOUT DIE WRRTEH PERILANDONOPCITSTOMPERDOW SYSTEMS. TNG ISPRORERTEO. AMMO= *MOM INSTALLATION ANCHDIW TYP. GLASS TYPE A,B A.11 A,B ABGHT(1N) 311/2 351/2 391/2 411/2 431/2 4601 -60 +60/-60 +60 /-60 - 4601-60 +601 -60 +60/ -60 +601 -60 +601 -60 +60/-60 +60/-60 +601-60 +60-60 +60/ -60 +60 /-60 +60/ -60 +601-40 +60/-60 +60 /-60 +60/ -60 460/-60 460/ -40 4601 -60 460 %60 +601-60 r60/ -60 +b0 /-b0 +601 -60 +601 -60 +•601 -60 +60/-60 460/ -60 +60%60 +601-60 +0/-60 +60/ -60 .60/ -60 +601-60 +60/-60 +60/-60 +601-60 +601 -60 460/-60 4501 -60 +601-60 46060 +60 /-60 +601 -60 - 150/-60 +601-60 +601 -60 +60/-60 +60/ -60 +60/ -60 +60/-60 W13111 ON) 24 3/4 27 I/2 29 1/2 31 1/2 35 1/2 391/2 411/2 431/2 471/2 511/2 74 A.11 A.B A,B +601 -60 460/-60 4601-60 +601-60 +60660. • +601 -60 +60/-60 +601-60 +60/ -60 +601 -60 - +60-60 +60/-60 1 +601 -60 4601 -60 460/ -60 +601-60 +60/ -60 47 112 +60/-60 +601-60 +601-60 +60-60 4601 -60 +601 -60 +601-60 +601 -60 54 +60/ +601-60 +60-60 +60/ -60 460/40 +601 -60 +50-60 +60/ 460/ -60 +60/-60. +60-60 +60 /-60 +501-60 460/-60 COMMODITY SIZES (31B DP) 1W OVERAU. 1W ANNEALED GLASS 5116' AIR SPACE 511x' LAMINATED 1AP ANNEALED GLASS war rawaireva PJTERLAYESL UAi' ANNEALED GLASS we GLASS BITE MODULAR SIB (UNIT WINDOW SUM) HEIGHT GLASS 'TYPE B 1W CNERAU- 1W TEMPESED GLASS RSV AIR SPACE ma- LAMINATED 7AC A EDGLASS 3192'.11UPCNTP E INTER1AYER 1W ANNEALED GLASS GLASS BITE 4 PAOPRETARY AIM cOUPILOHLIL THE INFOWATice7CONTAINED a MIS MAW= iS TIE SOLE PHopERrioilimaiti W1pIDQsY $tSIBAS.LVC. ANYHEPROMCIgN MPARTOH AS A WHOLE WrIHOM IHE WRITTENPUUESIOH OF CUSTOLIWSSd E SISIEWS, M. Ei PROHMED - NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LAMES SSE. Q AL VERTICAL .,CTK]N I) ►1dSE 9A4HCHT A9AY (D J:MN VE O NO6: SNOWS 11AIAY NOTE: ITEMS 22, 27.29.36.41.42, 43, 50, 53, AND 54 ARE USED BUT NOT SHOWN FOR CLARITY. DETAIL C (HEAD IMPACT HOOKS) ' PROPIIATARTANDOONRDSMAL •• rsi tsFomAtom CONTAWEON TiOS m+AW@ffi IS SS6sots PAsPFRIY �I'�f18>•OM woo= SY6T61S. INC- NN REPRODUC=N IN PART OA AS A WHOLEW m10U11N2 TAMMY PBiumsti0NOA CUSTOMWNOOW SY6THA. WC. ISPSOHNIN 2 , DETAIL D (JAMB IMPACT HOOKS) 8M'ACT HOOK SPACING: O HEAD HOOlek ' FROM t38T' EDGE TO EDGE OF HOOK. A THIRD HOOK IS CEJC61EO IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61 314 HINER HOOK S 1.M' FROM EDGE OF WIG RAIL S) SASH CATCIE A) 2.112' FROM SASHCORNEITO EDGE OFCATCH. 8) A THIRD CATCH IS CENTERED IN SASH IF IIIET WIDTH IS GREATER THAN OR EQUAL TO 513/4. SASH AND FRAME HOOKS AIIETO ALMS WITHIN 114'. WQ•GIOW SYSTEMS • X4900 SAN.44TN AVENUE . A FLORIDA 34474 s - V SECTION VIEWS A ALTERNATE Fns MANE - LARIEMISSLE IMPACT Y4N "1 Tb • PVC NORM SLIDER BAT Tri BB L Rt 7i � 820D NTS " CWS -15 FL.P.sN0, •0, '�` AEV LLIIt A I: 4OF8 MOM OVERALL FLANGE WIDTH ® TYPICAL c 14 S ANXY., ANOT.SNOWSSASHCUTAWAY 8 ACT HODS SPACING: f } B ) II FROFAOI UNIT EDI9ETO EDGE OFHOOK S) AA GOO HOOKGCEHTERED IFUSTHEIGHTEGREATERTHANOREQUAL CATCR A) 2-112' FROM SASH CORNER TO EDGE OF IF UNIT HEIGHT IS CATCH. GREATER RI A THAN SAS H�FRAME 1 ANETOALIGN WR'HK1/4'. A I UPDATED PER NEW-F$C REQUIREMENTS 107107/08 uam 1 3 4 5 7 52 12 13 14 13 16 17 I4 29 21 22 23 24 26 26 27 28 29 3D 31 32 23 3a 35 36 37 38 39 49 41 42 43 44 44 a Port 8 14.8031 84031 4.031 1.6831 148051 3-1496 146127 Mai 11.8026 246954 5-249 5.8018 58918 9-6026 86018 9.1013 54014 51575 34556 8.1354 P3214 Pa783 P3784 P4215 P3803 P.3429 P3765 8.1112 P2765 P4561111 P474152 82510 83541 P3342 P3752 P3438 P8432 83352 P3738 P3801 P2613 14381 Main R.. Sass /ft.. PVC. F1md Mtn F„ SFL Hip, PVC 00 Pr.. SH, se Mg.. WC L.91. Ikon Ft, S1 w/Flp„ 1447 R. .b. Matt FIX Flit Reed and. KIl. StahlkeL Rai. WC 741*. Saxh Vent Pal Bottom Rol, PVC (ss.R br HSI %of. S.H.R/S.SA. Nov- Sash 6129/Tepleot. Ran Rpear, track Cat 5a, 044•Reit.1-bdc. Bit. 85, 374 ".Fkd. Vaal. • Sd, 314'.8982, IbSS. ae 114.314'.2 e, Vat Sae Adapt, erlAl1 PVC Nat- Som. Adapt, PVC, Veit . t Cask. latet PYC, FS Sash etch. PVC. heed Moho, CV Past Tandem Leek lead. POC 4pct. PIC Weep Cover w/ F Helot 4Lbte. P.I4A Wale., 0270 x .157 backFixSeal, x 23100Th 185149 Ileac sax 0.6251% PHEW P8 x 1260 Po 141781, V84 a6x4126casecu lTLVMnt atab Vey1w/ P00t1 Sane. ,M0 etch ea x 3B" Screw. Rana tripe 1 1 ' Si rin. 8165604 Ce& Ft" lir line Het MP, Tru9eel.'H• HmM it TreSsaL'4M SA.65L1x,18"x5!8•xtLa. PS5200 CoId Cat Inept KW Tab. Innel Ta+}arxry Ibt (PFI Th1 CP/3 Let lop) likes, Axed Glass, Sash S. OuraSeal Rawl Space, CuraSeet Saab Screen Fame. Fbrk. Screen Rene, Vat. 8carri4tlea Scrmeh Rare Center Key Oak 185 IS Fberniss Screen Spins, .165 Oa. 84 Sateen Put Tab Screen . SS Raarelbtch. fleet PVC, f'S Reid. S.SA/S.SA. Vat Screw Support PVC PVC FRAME FLANGE -5031 ! 1/2' f-3118 21/1 ---- - ANCHOR CLIP, P4780 ALUMINUM 6063 -T6 '4!6•�•{p- - 8 0 46 " 3/4 4OrE: ITEM 19 IS NOT USED IN THIS PRODUCT( PVC FRAME FIN -6028 PVC FIXED MTG. RAIL -6001 PVC SASH TOP/UM RAIL -6004 FRAME IMPACT HOOK -1577 ALUM. 6083 -76 (HS HEAD) • Mr 10 1/4 1 � 6063-6 (F1S PLAN VIEW OF ANCHOR CLIP PSIOPRISTARY JUSOCONMDCNOtti . WINDOW SY5n337.ait.ANY REPRODUOTICN INFANT 0MA 1, 5116• i ;L1 378' ROLLER TRACK -1678 SASH tMPAGT HOOK -1556 FIXED MTG. RAIL-1499 ALUM. 6063 -T8 ALUM. 6063-T6 ALUM. REINF. 6063-T6 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6028 1 &16' 7/8• 1 PVC SCREEN SUPPORT - 6014 Ir Tr • r^ +..• e 59.RJS.S.R - 1498 ALUM. REINF. 6063 - T6 ismonowswm VMA10W 3939m95 1908 &W. 44TH AVENUE OCAlA. FLORIDA 34474 SASH CORNER IO CONSTRUCTN CO�AUVELO L� SIDES) SASH MTG. RAIL -1497 ALUM. RE NF. 6063-T6 EXTRUSIONS 114' RUSIONS & S.O.IL - LARGE MISSILE IMPACT FFIA CORNER TR_UC11ON PVC GLAZING BEAD -6016 1 116' 1 a PVC SCREEN CATCH . 6013 7tirl r _ SCREW SUPPORt - 3113 A I UPDATED PER NEW FBC REOUIRE* ENTS 07107/00 1148 N W't FOR1ON GON1AN N ED THIS DRAWN 0pT DRAWING THE SOLE L FL .Ri7S NO. 02514 02414 t d71S r w1 E142V0I cL1 � 0200 11161111=152 v/FaneF PEND&SION OF WST31AWINDOW SVSTENS.INC. 18 PROMINVQ. Q EXTERIOR FINER ER BY OTHERS PERIMETER CRUX LiY DISTAILER P•6 D • ► • ► • ► • A..• . 7 BY WOOD SUCH MOTHERS (LmN. EOGIE DI ST.) ANCHOR CLIP INSTALLATION ANCHOR. anr DkMASONRY ANCHOR. 1 BYwenn BUCK BY OTHERS D.tit. • *0 ..P 'g .1. P D. y, -►A.R p D D 0 . f• d @A 7) a A. D: R - "- I ccimpErroARMNRY —. T s )(a\ ALcurAcmAscrwriTE pREcAsT SILL DETAn-1-1-1-- (14 ! EDGE DIST-1 BY OTHERS 2_11C L kL t F : UPDATED PER NEW PBC REQUIREMENTS 107/07108 LATCH ANCHOR WICUP DETAHI. - LARGE MISSILE IMPACT 7115/2008 CWS -L57 UPDATED PER NEW PBG REQUIREMENTS 8077108 •.PVC HOAR. SUOE 7/1$12008 GWS -1S7 TOP8 • • NC • • . 1. • Pet EAMMUSATT) BY OTHERS PERWETERGAULS BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL PEJUTAETER CAULK BY INSTALLER BY OTHERS BY� CAULK BETWEEN BUCK AND OPENING SY OTHERS PEN. EDGE DIST. O• w p• • s . o. • ,q • ,. ••• o• • • •• 0 • - .ice• 0 • o >.� ;•••Pt• e•,. P •ws w. CORORETEWASONRY BY OT'FIERS in- VERTCAL BECTON VJ FRAME (MASONRY) CAUUC BETWEIE4E 'BUCK A :1OPEN/NO BYOTHERS Lux (MIN. somEDiST.) BY OTHERS INS CALLATTOV WA. BA E9 WA THRU [ SCREW SUPPORT. 1 BY W000 RUCK BY OTHERS CAULK UNDER scam HE/D BY INSTALLER r � Writ Tow fit` �s P, • aY a c � DRYWALL BY 01Ti9NS 1!4* MAX M AI (?E NOTE 2 &301 BHT. 2) MA MARYSCREW wiREOPRENE BAS WASHER THRU SCREW SUPPORT. • INSTAUATION ACHOR. W I6 010. MASONRY SCREW edT 8894E BACKED WASHERTHRUWRIST SUPPORT. SOREN HEAD BY INSTALLER Lux (1480. EMBEDMENT) DRYWALL BY OTHERS 211r IAN. EDZ DIST. Luc ( ! EIJSTamen) HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . � 1!r MAX SHIM (SEE NOTE 2A3ON SHT.2) ram trsE soup SUPPORT TO MAKE SILL LEVEL. BYOTHERS EXTERIORFTNISH BY OTHERS BY OTHERS RASH (I') HDN2ANTAL SECTION VJ FRAME MASONRY) WD,iDOW FRAME PERIMETER CALAS BY INSTALLER ' WIDOW FRAME PERIMETER CAULK JAMB BY INSTALLER D.r • P« per• :• «• ps D • t •P• ss•P It p • � • .`• r P e P • • `r' BY�� ALTERNATE PRECAST S1LL DErNL FRAME (MASONRY) • • r P e e e P r D• D, • � .a , p D (AML EDGE DIST.) VANDOW FRAME JAMB WSTA)LATION ANCHOR. 3/W r$A. NA8ORRYSCKEW RA EOPRENE BACKED WASHE I THRU SCR! SUPPORT. CAULK UNDER SCREW W HERO BYUISTALIFJL 114' MAX SHIM (SEE NOTE2 &3 (NSHT. 2) LIRE MIL ) � e LAOStittratdkje FT_ P.t:NO.62S14 • ("3" NORSLOIRAL SECTION FRAME DRYWALL BY 011-MRS A INSTALLATION ANCHOR. 3 110 WOOD ANCHOR WI • wAsien T SCAM SUPPORT. • BYO BUCK TRIERS • PERIMETER CAULK CAW( BETWEEN BUCK EXTERIOR FINISH AND OPENING By OTHERS BY OTHERS SHEATHING BYoT ERS exrevon FINISH ST TIMERS CAULK BBB FIN BY BasTALLEH WINDoW BY MISTALL WRAP ER p R M GI • wwoow FRAIL HEAD W FRAME BEHIND FIN BY BY I NSTALLER WINDOW ‘NRAF NY INSTALLER EXTERIOR Foam BY OTHERS BREATHING BY OTHERS c SOK EMBED AEN 1 - � � soACw- " ■1 •-•‘' `tar VERTICA(. SECTION RN (WOO tT� pad. BA8EnMEN1) INsTAUAT oN A41d40R i8 WOO/ 3CRE1W BIOS BUCK U4• NAN SHIN (see NOM a 63 oaf BHT. 2) 2 BY WOOD BUCK BY OTHERS sHEATIONG BY OTHERS 3 ay WOOD RIucx BYOTHETIS INSTAUATIcel ANCHOR. WOOD SCREW unc Bat WABEDUE3171 r mum* FNtS14 BY OTHERS CAULK WOW F) BY ITALIER a • it tt 4 d• sr PROMECIARYMXI cameos= commies wTros muwaw is THE spin PPO•EffIYOP MOOR moms. w6 ArrnarRowcrace. PAFITORP.5 A WHCILEWITP s l4Rtrri3tA MON OF016TCNWpIDON SRMMS. tte 18 PAQ ®• ® H0 am.s swum (WOOD) T= rot_ R... P.£..14 m }' - ---Us• MAX SRN (BEE IWDTE2 a 3 ON SHE 2) WINDOW FRAm2 WINDOW WRAP BY INSTALLER • PEA- WMCNRK BYBffirALFH A � UPDATED PER NEW FBC FIEOU)RE. 4TS (07/17/08 YANDow sysisms S.W. 44THAVENUE FLORIDA 34474 .T' -,. AU AT1ON ANCHOR RN DETAIL - LARGE M$SBH.E RA'ADT PVC NORM SLIDE .B200 BAT NTS . Ulf raH: A 7/15/2008 qq • B • 1 e.1:4. o t. r 74 .. 1444Gri't s ,G ' e� .•: Yb '`�. CWS -157 sriEtr_ 8 OF 8 prida Building Code Online BCIS Home i Log In User Registration { Hot Topics Submit Surcharge J Stats & Facts ( Publkations { FEC Staff BCLS Site Map 1 Links 1 Search Product Approval USERt Public User FL # Application Type Code Version Application Status Comments Archived Product Manufacturer ' Custom Window Systems Inc. Address/Phone/Email Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre # Address/Phone/Emali Quality Assurance Representative Address/Phone/Emall Category Subcategory http: / /www.fioridabuilding org/pr /pr app_dtl.aspx?param wGEVX... 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Ralph Emminger ## 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 Ralph ®. cc Compliance Method Eva . - - - -port from a Florida Registered Architect or a Licensed Florida Professional Engineer E. 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 07/21/2020 Validated By Steven M. Urich, PE Validation dhecklist - Hardcopy Received Certificate of Independence FL7067 R3 CQI 510485A (Eval Ren HS -8200 Impact XQ 74x54).odf Referenced'S anatd ar year(ArStandard) Itdard. ��•` ',`bs ;=- 4.t:t. " .` < • AAMA/101/I.S.2 -97 1997 AAMA/WDMA /101/I.S.2/A440-05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 )f 3 11130/20.1011:.07 .AM FL # • Model Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider H5 -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, DP = +/- 60 psi, (Impact). installation Instructions FL7067 R3 II CWS -157A (HS -8200 Imoact).Ddf F1.7067 R3 U DuPont PVB NOA 05 -1208 02.odf FL7067 R3 11 Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Reo HS -8200 Impact )(O 74x541.odf Created by Independent Third Party: Yes 70672 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111° x 63 ", XOX Umitsof se Appro for use In HVHZ: Yes ved for use outside HVHZ: Yes Impact Resistant Yes • Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R3 II CWS-232A (HS -8200 Impact XOX).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.odf FL7067 R3 II Micron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by •Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104876 (Eval Reo HS -8200 Impact XOX 111x63).ndf Created by Independent Third Party: Yes • 7067.3 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Limits of Use Approved for use In HVHZ: Yes - Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/-60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R3 II CWS-186A (HS -8200 Impact 72x63).odf R3 11 DuPont PVB NOA 05 -1208 02.odf ,EL7067 FL7067 R3 II Mlkron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A fEvai Reo H5 -8200 Impact XO 72x631.odf Created by Independent Third Party: Yes rids Building Code Online http : / /www.flaridabuilding.org/pr /pr app_dtl.aspx?parawGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products PA/TAS 201/202/203 1994 12/19/2008 12/29/2008 01/08/2009 02/03/2009 • leadti Next ,d:rq; .' tlrbirentofCammw yAffaxs. �• • FI4a d9 BeiBdMH Code . Codas and Standards 2555 Shuman( Oak Baadavan( Tallahassee, FtvAde32398 -2100 (850) 487 -1824, Fax (850) 414 -8436 0 2000 -2010 The State of Florida. All rights reserved. if 3 11/30/201011:07 AM rida Building Code Online http://www.floridabuilding.org/pdprapp_dtl.aspiparanr ftkaa2tatement 1 Covvrtaht Starpmprt 1 Agassigtaggietagat I prua-hi SoftwarP gustomer Senor. Survey rorttPrY Product Approval Accepts: • ME G 1 1 /30/203 0 1.1:07 .AM L. Roberto Lomas P.& . 1432 Woodford Rd. • Clenmrons, NC 27012 336- 945 -9695 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 1 oft Engineering Evaluation Report Report No.: 51048713 Product Line: 8200 PVC Horizontal Slider XOX — 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 9B-72.070 method 1(d). The product listed herein compiles with Requirements of the 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 draining number CWS -232 Revision A, titled 8200 PVC Horizontal Slider, prepared, signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NCTL210- 3458.1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS -94 Large Missie Impact Test TAS 202 -94 Uniform Static Air Pressure, 180.0psf design pressure, 9.0psf water infiltration TAS 203-94 • Cydic Pressure Loading ±60.0psf design pressure 3. Report No.: NCTL 210 - 3459 -1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMANVDMA/CSA 101/1.5.2/A440-05 Design pressure: ±60.Opsf Water Test Penetration: 9.0psf ASTM E 1888 -02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wmd Zone 4 ASTM E 18861E 1996 Cyclic Load Test ±60.0psf design pressure 4. Report No.: NCTL 210 - 3459 -2, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, t60.0psf design pressure, 9.0psf water infiltration TAS 203 Cyclic Pressure Loading ±60.0psf design pressure 5. Report No.: NCTL 210- 3459 -2A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL AAMA/WDMA/CSA 101/1.8.2/A440-05 Design pressure: ±60.Opsf Water Test Penetration: 9.0psf ASTM E 1886 - 02 and ASTM E1996 ASTM E 1886/E 1996 Large Missile Impact Test, Level 0, Wind Zone 4 ASTM E 1886/E 1996 Cyclic Load Test, 460.Opsf design pressure 8. Anchor calculations, report number 510420. prep, signed and sealed by L Roberto Lomas P.E Luis R. Lomas, P.E. FL No.: 62514 10/24/2008 L. Roberto Lomas P.R. 1432 Woodford Rd. Clemmons, NC 27012 336 - 945 -9695 Limitations and Conditions arise: • Maximum design pressure: • Maximum unit size: • Maximum D.L.O. for active panel: • Maximum D.LO for fixed panel: ±60.Opsf 11 "x4 "" � � 23 %'"56 4 53 %x68 13116" Engineering Evaluation Report Report No.: 5104875 • Approved Configuration: XOX • Units must be glazed with:'/." IGU consisting of outboard Bite far Ann — Air — 5'18" laminated inboard Cite . consisting of 118 Ann — 0.090' DuPont Butadte PVB interiayer -1/8" Ann. or 718" IGU consisting of outboard lite 3116" Aran — Air —7116" Laminated inboard ltte consisting of 3116 Ann — 0.090" Dupont SGP interlayer — 3116' Ann., per ASTM E 1300. • DuPont Butaclte PVB per NOA 05- 1208.02 • DuPont Sentry Glass Plus per NOA 07- 1118.04 ' • This product is rated to be used in the HVtHIZ. • 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 - 232 Revision.A. Certification of independence: Please note that 1 don't have nor will acquire a finatciai Interest In any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have norwtll acquire a financial interest in any other entity involved in the approval process of the listed product(s). 2 of 2 ‘' , ��xtte f rlf ll)Jj�� f: Si 1 I K' u',r v w • 's w ••••••• * 4t,'9, p ,� t 8 •_ y =, Ys 4 Luis R. Lenin, P.E. FL No.: 82514 10/24/2008 e••o*• ° ash `O Ark ICY Ark v 0 v ND TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.. _w t ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING.--.. 3 SECTIONS & ALT. FRAME„ 4 EXTRUSIONS & BILL OF MATERIALS.-..— 5 INSTALLATION HORIZONTAL SLIDER ELEVATION (LARGE MISSILE 'ACT) 112 u4° MAX OVERALL FLANGE WIDTH 111° MAX UNIT WID'T'H Cik 53814 GLASS DLO 6818/18' GLASS DLO Mk cricket, v 'WI vv ma , GLASS DLO MAX SASH WIDTH i GLASS DLO 58 8/18° �H HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFOAMA1ION CONTAINED IN 7198 DRAWING IS THE 8OLE PROPERTY OF CUSTOIA WINDOW SYSTEMS INC. AMY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OFCUBTOM W83 OW SYSTEMS, CVO. 18 PROVIBITEO. 83° MAX UNIT HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: `N/O/X' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSTIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-8 FOR ANCHOR DETAIL B. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FILLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. • 84 u4° •8. REFERENCE TEST REPORTS: mAX NCTL 210- 3459.1, NCTL 210.34594A, NCTL 210- 3459 -2, NCTL 210-3459 -2A OVERALL FLANGE 9. SERIES 1 MODEL DESIGNATION HS -8200. HEIGHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION RAND O STAND FOR THE FOLLOWING: X OPERABLE SASH, 0. FIXED SASH DS0®0Y signed by Florida PE Laaelmn:1432 WooWmd R9ed Lswledle, NO27023 Dote: 241:847.18 14:5028414.00' Al UPDATED PER NEW FBC REQUIREMENTS wINDOW SYMMS 1900 S.W. 44111 AVENUE OCALA, FLORIDA 34474 - TITLg GENERAL NOTES & ELEVATIONS - LARG BAN PVC HORIZ. SLIDER N&' 8200 WN BY: AAJ IRA St:4.0 NTS -I V. L1 1 l tH A 1 07/03/08 SSILE IMPACT 7/8/2008 U. ND.: CWS - 232 HET: 1 OF 7 • -- -- - .i1 I t I o 1 x I x I i Ark ICY Ark v 0 v ND TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.. _w t ANCHOR SCHEDULE AND NOTES 2 DESIGN PRESSURES & GLAZING.--.. 3 SECTIONS & ALT. FRAME„ 4 EXTRUSIONS & BILL OF MATERIALS.-..— 5 INSTALLATION HORIZONTAL SLIDER ELEVATION (LARGE MISSILE 'ACT) 112 u4° MAX OVERALL FLANGE WIDTH 111° MAX UNIT WID'T'H Cik 53814 GLASS DLO 6818/18' GLASS DLO Mk cricket, v 'WI vv ma , GLASS DLO MAX SASH WIDTH i GLASS DLO 58 8/18° �H HEIGHT PROPRIETARY AND CONFIDENTIAL THE INFOAMA1ION CONTAINED IN 7198 DRAWING IS THE 8OLE PROPERTY OF CUSTOIA WINDOW SYSTEMS INC. AMY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OFCUBTOM W83 OW SYSTEMS, CVO. 18 PROVIBITEO. 83° MAX UNIT HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: `N/O/X' 4. DESIGN PRESSURE RATINGS (SEE SHEETS 3) - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSTIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1330. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-8 FOR ANCHOR DETAIL B. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS ARE FILLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. • 84 u4° •8. REFERENCE TEST REPORTS: mAX NCTL 210- 3459.1, NCTL 210.34594A, NCTL 210- 3459 -2, NCTL 210-3459 -2A OVERALL FLANGE 9. SERIES 1 MODEL DESIGNATION HS -8200. HEIGHT 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION RAND O STAND FOR THE FOLLOWING: X OPERABLE SASH, 0. FIXED SASH DS0®0Y signed by Florida PE Laaelmn:1432 WooWmd R9ed Lswledle, NO27023 Dote: 241:847.18 14:5028414.00' Al UPDATED PER NEW FBC REQUIREMENTS wINDOW SYMMS 1900 S.W. 44111 AVENUE OCALA, FLORIDA 34474 - TITLg GENERAL NOTES & ELEVATIONS - LARG BAN PVC HORIZ. SLIDER N&' 8200 WN BY: AAJ IRA St:4.0 NTS -I V. L1 1 l tH A 1 07/03/08 SSILE IMPACT 7/8/2008 U. ND.: CWS - 232 HET: 1 OF 7 ANCHOR LAYOUT - IFLANGEI F ThfWRAM SIP 4" P) 71 (TYP) L 4 " MAX -^ (TYP) r tax O.C. cnr1 INSTALLATION ANCHORS TYP. NOTES: 1. INSTALL ONE ANCHORS AT EACH LOCATION. 2. SHIM AS RED D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1 /4 ". USE SHIMS WHERE SPACE GREATER THAN 1/18° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18" DIA. ELCO TAPOON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL BE ACHIEVED. B. 810 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK, OR FRAMING. 8. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVER MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR AN INSTALLATION. 7: SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 8. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 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, 10.1NSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G..0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 9,200 PS1. C. MASONRY • STRENGTH CONFORMANCE TO ASTM 0.80, GRADE N, TYPE 1 (OR GREATER). PROPRIETARY AND CONHDIDTRAL THE INFORMATION OONTAINF,S HMO °RAMO IS PROPERTY OF OUSTOM WINDOW ENEMAS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. SID. IS PROHIBITED. x S" MAX O.C. (TYP) 0 ANCHOR.LAYOLJT - (RM THRS IDISPW DETAIL B loc i m 432 b ° 4T'Wit4T' Loeallotc 432 Wmdtord lTOa d Cake WO' a WINDOW SYSTEMS 1800 S.W. 44Th AVENUE OCALA, FLORIDA 34474 tta. lx I rEH: A NSTALLATIa4 ANCHORS TYP. AI UPDATED PER NEW FBC REQUIREMENTS 1 07/03/08 TITI.E: ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 31-11E.ti: UHAWN HY; AM BATE: 7/8/2408 PVG HOW. SLIDER X00 8200 S t;ALE: NTS � ry4. OWS23Z 3Hhl:T: 2 OF 7 COMMOD1TY SIZES (11P-11P) • HEIGHT WIDTH (IN) GLASS TYPE 191/8 . 50 5/8 551/4 641/4 53 1/8 . A,B,C,D +60/-60 +. + -60 +60/ -60 +601 -60 +601 -60 • 751/4 A,B,C,D +60/-60 +60/ -60 . +60/ -60 +60/ -60 +60/ -60 82 1/4 A,B,C,D +60/ -60 +60/ -60 • +60/ -60 +60/ -60 +60/ -60 90 1/2 A,B,C,D +60 /-60 +601-60 +601-60 +601-60 +601-60 10 A,B,C,D +60 /-60 +6 -.0 +601-60 +60/-60 +60 /-60 1121/4 A,B,C,D +60/-60 •0/ -60 +601-60 +60 /-60 +60 /-60 +60 /-60 +601-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 • +60 /-60• +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60 /-60 +60 /-60. +60 /-60 +60/ -60 +60/ -60 +601-60 . +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 i60/ -60 +60 / -60 . +60 /-60 • +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 +60/-60 +601-60 +60 /-60 WIDTH (IN) 471/2 • 51112 741/2 85112 GLASS TYPE A,B,C,D A,B,C,D A,B,C,D A,B,C,D 90112 A,B,C,D 96 1/2 A,B,C,D 102 1/2 A,B,C,D 17 7/8 +601-60 +60 /-60 +60 /-60 +60 /-60 +60 /-60 +601-60 +60 /-60 291/2 +60 /-60 +601-60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +601-60 MODULAR SIZES (UNIT WINDOW SIZE) 31 1/2 +60/ -60 +60/ -60 +60/ -60 +601-60 +60/ -60 . +60/ -60 +60/ -60 351/2 +60/ -60 +60/ -60 +60 /-60 +60/ -60 +60/ -60 +60/ -60 +60 /-60 NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 111 A,B,C,D +60/ -60 +601-60 3/4 OVERALL 1/8' ANNEALED GLASS . 3/16' AIR SPACE 6118' LAMINATED ' 1/8' ANNEALED GLASS 3/32' DUPONT PV8 INTERLAYER 1/8' ANNEALED GLASS ACTIVE SASH GLASS +60/ -60 +60 /-60 GLASS TYPE B 3/4" OVERALL • 1/8° TEMPERED GLASS 8118' •AIR SPACE 6/18° LAMINATED 1/8" ANNEALED GLASS 3!32° DUPONT PV6 INTERLAYER 1/8 ANNEALED GLASS PROPRIETARY AND CONPIDE(•7TIAL. THE INFORMATION CONTAINED IN THIS DRAWING I8 The SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INU. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OPOUSTOM WINDOW SYSTEMS. INC. 1S PACK Faso. GLASS TYPE C Dlg3S2y signed by Reside PE Lessem: 1432 Woodford Road Lewlsvll(a, NC 27023 0a1e: 2088.07.1814:43:64 - 04'00' 718° OVERALL 3/16° TEMPERED GLASS 114 AIRSPACE 7/16" LAMINATED 3/16° ANNEALED GLASS 3132° DUPONT SOP LAYER 3718° ANNEALED GLASS FIXED GLASS 718° OVERALL 3,18° ANNEALED GLASS 114' AIR SPACE 7118' LAMINATED 3/18` ANNEALED GLASS 3/32' DUPONT SOP LAYER 3/18' ANNEALED GLASS GLASS TYPE D Al UPDATED PER NEW FBC REQUIREMENTS L07103/08 i r ,4 641.-- WNDOW SYSTOS 1900 S.W. 44Th AVENUE OCALA, FLORIDA 34474 TR IE DP CHART & GLAZING - LARGE MISSILE IMPACT 3011E3. JHAWN 8Y: PVC HORIZ SLIDER • 41uukL 8200 z6LALe NTS IDA fE: 7/8/2008 � WO. NO.: CWS -232 -WV. Lk' 1 rH: SHEk A 1: 3 OF 7 (A1 TYPICAL VERTI SECTION MOIL' 8UOWS SASH OUT AWAY (C\ TYPICAL VERTICAL SECTION • .4/ NOTE SHOWS FUZED'LITE OUT AWAY ALTERNATE FIN FRAME NOTE: ITEMS 27, 6, 3B, 41, 42, 43, 50, 53, AND 54 ME USED BUT NOT SHOWN FOR CLARITY. EXTERIOR a) TYPICAL HORIZONTAL SECTION DETAIL C (HEAD IMPACT HOOKS) PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. WO. ANY REPRODUOTION IN PART OR ASA MOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEAIE, INC. I8 PROHIBITED. IBITED. DETAIL A (JAMB IMPACT HOOKS) IMPACT HOOK SPACING: 1) JAMB HOOKS: 8) A T IRRDD UNIT EDG TO IF EIGHT IS GREATER THAN OR EQUAL T035 ' 2) SASH CATCH A) 2 -1!E' FROM SASH CORNER TO EDGE OF CATCH: . 8) A THIRD CATCH IS CENTERED IN SASH IF UNIT HEIGHT IS GREATER THAN OR EQUAL TO 353/4". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114•. IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 8° FROM UNIT EDGE TO EDGE OP HOOK. 8) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER 4• ATER THAN OR EQUAL 613. 0) INNER HODK S 7/8• FROM EDGE OF MTGRAIL 2) SASH CATCH: A) 2-1/2° FROM SASH CORNER TO EDGE OF CATCH, S} A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 3/4°. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114'. DAY Mimed by Florida PE Loan= 1402 Medford 1744d (awM4114, N0 27023 D01s 2088:07.1814:4228 404'00' dI tl:; r •r. ,...:'; PVC ORIZ. SLIDER ANC) SECTION VIEWS & ALTERNATE RN FRAME - LARGE MISSILE NTS LLI LtH: A 718/2008 CW8 -232 HhET: 4 OF 7 UPDATED PER NEW j C- . WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 FCC REQUIREMENTS 07/03108 IMPACT Item I Port / Description 1 136031 Wain Fr, SIN w/N.. PVC Hand 2 H-8031 Man Fr, 814 w •. P✓C BD 3 148031 Win Fr, SF{ w/Fg., w0, L.A>. 4 146031 Main Fr, OH eaRej, FVC, a JO. 5 141881 • Heavy Duly Meet. FIa3, Aeon, Fad. 7 1+8027 Sao LheL Rat PVC 8 1+1487 Rebd. sash Mart Rag 9 I-18028 Sash Bottom Pig WC(8.8A for 16) • 50 0.1468 Rekd, as wa9.F1,1-b4 . 11 146004 sash 8 de/lop/Bot. FRO 12 96005 Roller. track, PVC i3 86009 G. Hock. 14 56003 f&. FM., 761 .Pxd.. Vert 15 56018 Mr- BEL, 5F4•,saah, timk. 16 8.6018 114. R. 3/4',sash, Vert. 17 0+8013 Barn Adapt.,sed b,PYQtbrk. 18 9-8014 Born. Adapt., PVC. Vert. 20 5.1578 R•arae Catch, Jaab, WC, it 21 5.1568 Sash Crack PVQ trpaot 23 P4604 Mks', Tandem 24 P4781 lock, troact, W0 25 P4784 Keeper, WEaaL WC 26 P4215 Weep Cover w/ Flap 27 P4593 ROIL Redo. FAIR . 28 P4429 • Walls., 0270x.187 back Rawl, Gray. 30 84112 Gazing Read 31 P-3788 68 x 0.826 Ph RI SAM 32 . P 4051W W x 1250 Fin FHTSt, wit 33 1+4234W W x S74' F11 Ph W/ 68 Head, Sol L 1tbi g Type A. tar 34 P4010 Bum Vbyr w/ RRkl Rase, 350 Hgh 35 P4531 48 x 36V SONS. Rana ilpast Hoak. 36 P4342 Seam Seater',BM.6504 37 P4752 tap Rua, 1/2° Fble 38 P4438 Hot W4 TruSael.'Ft 90 P4352 Set. BIL, 85 Our, 1/8' x 5/8" x 2' Lg. 41 P4738 119 -mo0 Gstd Cent ice, NFRCTab, last A8TE 42 P4551 Tenporary LbL WWI 43 P4513 Cw5 LbL ( ) 44 Gkss,Rx 45 Om, Sash 46 P4281 Spacer, Ward, Rxed . 47 P4281 Spacer, DuraSeai, Such 48. P4210 8ere03Fret%H113. 49 P3216 Screen Ranm,Vert. 56 PS321 Screen Frans Corner Key 51 P4881 Screen co, 18 x 16 Faxxg1as 52 P4228 germs Spline, .155 Da.. 8'k, 63 P4029 Screen Pull Tab 64 P41133 Reran Spring, 89 55 8.1 577 Remo tadah, Read, 0/0 145 56 5.1418 Red. S8.8.18.a14, Vert 57 1+8028 Maki Fr, FE, waTn.. WC 58 P4113 Soren Support PVC PVC FRAME FLANGE -603i 1/10" 1/4" 3!8° ROLLER TRACK -1678 . ALUM.6063 -T6 FRAME IMPACT HOOK -1577 ALUM. 6063 -T6 (HS HEAD) FRAME IMPACT HOOK -1576 ALUM. 6063 -T6 (HS JAMB) 3 5115• 0 PVC FRAME FIN -6026 SASH IMPACT HOOK -1556 ALUM. 6063 -T6 5" -I c 0 3.16° l 0 5' 1 PROPRIETARY AND CONRDENITAL THe pir-or WAT10NCON'EA8NE0 Ruse QRAW01O IS THE SOLE PROPERTY OF CUSTOM sinswoW 81 IMO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHWT WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. R10.I11 P501481760. 0 INN 2 3118' L ICI 1/18" SASH MTG. RAIL -1497 ALUM. REINF. 6063 -T6 PVC SASH MTQ. RAIL -6027 5" PVC SASH SIDE RAIL -6028 HD MTG-RAIL -1681 1 ails d) arm . ALUM. 6063 -T6. PVC SASH TOP/BTM RAIL -6004 0 7/8' PVC GLAZING BD -6016 SASH CORNER CONSTRUCTION CORNER WELD (ALL SIDES) S.B.RJS.S.R. -14998 ALUM. REINF. 6063 -T6 S CREW SUP.-3113 PVC GLAZING BD =6009 CORNER WELD (ALL SIDES) RED MEETING HAIL SCREWED TOGETHER WITH OLtrERFRAME i PVC SCREEN SUPPORT - 6014 PVC SCREEN CATCH - 6013 tawiem Imwa�d �e r+NMe. ND " • ALUPDATED PER NEW FBG REQUIREMENTS 1 07/03/08 Ode R w*57J* rratrM O It *. •• a �° • AT OP A: A e.* ``�� WINDOW SYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 EXTRUSIONS 88.0.M. -LARGE MISSILE IMPACT 8200 NTS - ` '` CWS -232 . U , t1F_1C Hkb A F. 5OF7 SAN. EDGE DIST.) 11 L4: I • • •, • 1 ,1 EXTERIOR FINISH BY OTHERS PERIMETER CAULK' BY INSTALLER H D NDOW FRAME WINDOW FRAME SILL PERIMETER CAULK BY INSTALLER EXTERIOR RNLI BY OTHERS P• • r 4. BY OTHER RET S MMASONRY CAULK BETWEEN BUCK AND OPENING BY OTHERS tc0N CR CRETWMASc21RY ERS BY (MIN. EDGE DIST.) ® VERTICAL SECTION FRAME (MASONRY) CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETENASONRY BY OTHERS INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW WNEOPRENE BACKED WASHER THRU .SCREW SUPPORT. 1 BY WOOD BUCK BY OTHERS • SEW HEAD BY INSTALLER DRYWALL BY OTHERS 1 /4' MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD . SYINSTALLER Iva. (MIN. EMBEDMENT) DRYWALL BY OTHERS 2 A?° (MIN. EDGE DIST.) (MIN. EMBEDMENT) INSTALLATION ANCHOR, 3116° DIA MASONRY SCREW x /NEOPRENE BACKED WASHER THRU SCREW SUPPORT. HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM I (SEE NOTE 2 & 3 ON BHT. 21 BY OTHERS OTERRS USE SCUD WOOD SUPPORT TO MAKE - S(IA.LEVEL, BY OTHERS 1 BY WOOD BUCK SY OTHERS - --114° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) CAULK UNDER SCREW HEAD BY INSTALLER EXTERIOR FINISH - BY OTHERS BY • ALL R K PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS m HORIZONTAL SECTION ‘.Z! FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS 8 I DOW FRAME FRAME (MASONRY) DlgOalty slgnad by Florida PE Location: 1432 Woodford Road Lewisville, NC 27023 Data: 2008.07.1614:46:09 - 04'00' PROPRIETARY AND 00NPIDEPMAL THE INFORMATION CONTAINED IN MS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART 011 AS WHOLE WITHOUT THE WRITTEN PERMISSIONOF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 2112• . (MIN. EDGE DIST.) 114' MAX SHIM (SEE NOTE 2 &3ON ENT. 21 CAULK UNDER SCREW HEAD BY INSTALLER WINDOW FRAME JA PERIMETER CAULK -BY INSTALLER EXTERIOR RNISH BY OTHERS INSTALLATION ANCHOHI, 3/16' DIA. MASONRY SCREW aiNEOPRENE BACKED WASHER THRU SCREW .SUPPORT. .. CAULK UNDER SCREW HEAD BY INSTALLER 1.= (MIN. EMBEDMENT) ALTERNATE PRECAST SILL DETAIL ‘ 011111,11/j% . p v *GEIV4W. • ,SIOh i1l \ • 1/4° MAX SHIM (SEE NOTE 2 & 3 ON SHT. 2) HORIZONTAL SECTION ® FRAME (WOOD) (MIN. EMBEDMENT) DRYWALL BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS Al UPDATED PER NEW FIC REQUIREMENTS 1 07/03/08 WINDOWSYSTEMS 1900 S.W. 44TH AVENUE OCALA, FLORIDA 34474 TITLE - INSTALLATION THRU FRAME DETAIL • LARGE MISSILE IMPACT 8E14166 U HAWNlAY: DATE: PVC HORIZ. SLIDER AA 7/8/2008 111JUhL 8203 Stale Nit '- V. Lb1IEH: A 1318• INSTALLATION ANCHOR, 610 WOOD ANCHOR WI NEOPRENE BACKED WASHER THRU SCREW SUPPORT. 2 EN WOOD BUCK BY OTHERS 7Y,r11. NU. CWS - 232 dHEET: 6 OF 7 • SHEATHING BY OTHERS EXTERIOR BY RRS CAULK BEHIND FIN BY INSTALLER • WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FIN BY INSTALLER PERIMETER CAUU( BY INSTALLER WINDOW WRAP BY INSTALLER ISITERIOR BY OTHERS FINISH SHEATHING BY OTHERS VERTICAL SECTION \.&! FIN (MOOD) (MIN. EMBEDMENT)' PAIN EMBEDMENT) INSTALLATION ANCHOR, 88 WOOD SCREW 2 BY WOOD BUCK BY OTHERS I V4' MAX SHIM !SEE NOTE 2 & 3 ON SHT. r MAX SHAM (SEE NOTE'2& 9 ON SHT. 2) 2 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR, 88 WOOD SCREW SHEATHING BY OTHERS 2 BY WOOD BUCK BY OTHERS PROPRIETARY ANDCONHDENIAL THE INFORMATION CONTAINED IN THIS DRAWING Is THERMS PROPERTY OF CUSTOM WINDOW SYSTEMS, IND ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, 43 WOOD SCREW 112' (MIN. EMBEDMENT) EXTERIOR FINISH BY OTHEFIS CAULK BEHIND FIN BYINSTALI,ER (W HORIZONTAL SECTION -9l FIN (WOOD) DIgES97 signed by Florida PE LocalI 1432 Woodford Road I.cW ile, NC 27024 Date: 2808.07.1814 :48:38.04'88' 114' MAX SIAM (SEE NOTE 2.& 3 ON SHT. 2j WINDOW FRAME • JAMB WINDOW WRAP BY INSTALLER PERIMETER CAULK BY INSTALLER K SYSTEMS -• 1800 S.W. 4411I1 AVENUE OCALA, FLORIDA 34474 Al UPDATED PER NEW FRO REOUIREMENTS 1 47/03108 R1 INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 7/812008 8200 NTS CW 3 V. Lk I IlH: .HEW: A 70F7