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WS-10-395Inspection Number: INSP - 147471 Scheduled Inspection Date: July 07, 2010 Inspector: Bruhn, Norman Owner: SCHMIDT, MIKE Job Address: 10300 N MIAMI Avenue Miami Shores, FL 33150 -1254 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Building Department Comments Passe , j i Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 146543. CREATED AS REINSPECTION FOR INSP- 137713. Layout does not match house or windows installed, revise plans. NB Provide photos or engineer report for mullian attachment. NB 1) HS windows (nonimpact) require multiple anchors at the meeting rail and anchors must be spaced per PA 2)AII fixed windows must have anchors spaced per PA Cc- July 06, 2010 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 Number: WS -3 -10 -395 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)299 -1255 Parcel Number 1121360131020 Phone: (305)264 -0446 Page 19 of 26 (QV-300o BUILDING PERMIT APPLICATION FBC 2004 Is Building Historically Designated YES NO City Miami Shores Village FOLIO / PARCEL # / / p / 71 C) /3 /0,--4- Describe Work: Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ti _cc Ai to' I I Owner's Address 10 3 d 0 AL; 4,M o 1- 0-e- City H, e c I# 1Z-E5tate pi Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) / 0 3 C, c ' • A .(4 ; ,4-11—e County Miami -Dade Permit No. Master Permit No. W S -.3-10. 3 ?5 �3 / 5 b Zip �� f ` ' ' 7 JON 2 2L 1D Contractor's Company Name 14' ? firkitio C2 0 s) 4 9 Contractor's Address / 7090 uJ 7 11-1 A t • City HI r State Zip 3 /6 9' Qualifier Name eri 4) t' OD dP t 9 1..) 0 2 Phone # Q ® £ / ? 9-7 / ® t 7 State Certificate or Registration No. �. C / 51 32 7 ( "Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition P / a , t ) LA- y LIT C 4 i **** ear * ** ******** ** *** * * * * * * * ** ** x ***F Submittal Fee $ Permit Fee $ � CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 500 Radon $ DPBR $ G, iali r; Zoning $ Bond $ Code Enforcement $ 1 : Total Fee Now Due $ 00 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City _ State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FL.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDI'T'IONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this r day of .(..) , 20 S 0, by - 4 / e d , who is personally known to me or who has produced � — As identification anc • • •iz1! a c th p -- ;:.' i RO O ,COIUM1SSION # 0072$709 PIRES October, 21. 20'11 NOTARY PUBLIC Print: My Commission Expires: c 2-1 J .P-® (Revised 07/10/07) bZ5g € /eredo APPLICATION APPROVED BY: 4W Contractor The foregoing instrument was acknowledged before me this 7-: day of 5 v A e , 20 L4, by ® Aka 4) .fit' (qy I7 who is personally My Commission Expires: 'G .O // ************* ************ ** **** ****** ***:*****:*:x**a:*********** :*:x*****+x***** :******** *********** *********** Plans Examiner Engineer Zoning • • ••• •• •• • #10 111 X48 1/2 XO - OX HS NON - IMPACT FL13009.1 W /MULLION FL9520 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ • • •• •• 411 74 X 50 PW - NON - IMPACT FL13242.1 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR I-IVHZ FRONT DOOR NOT DOING • •• • • • • • • • • • • • •••• • • • • • • lo •• • • • •• • • • • • • •• •• • • • • • • • • • • • • • • •• •• • • • #9 86 1/2X48 1/2 • • •H, NON•IMeoAi :F1:13104:1 • •W/IRULL?oI ••• BEDROOM ••• • • • • •• • • • • •• FL9520 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ • •• •• LIVING ROOM #8 - NOT DOING #1 70X501/4 HS - IMPACT FL7067.1 - 56.7/+43.7 BACK DOOR NOT DOING MIKE SCHMITT 10300 N,MIAMI AVE. MIAMI SHORES, 33150 R,QJV1$1 0* •••■ q BATHROOM #7 86 112 X 48 1/2 xo - ox HS NON - IMPACT FL13009.1 W /MULLION FL9520 DP: 43.7/ -58.7 EXISTING ACCORDION SHUTTERS APPROVED ' FOR HVHZ NON - IMPACT WINDOWS HAVE EXISTING SHUTTERS DONE WITH PERMIT # WS -09 -319 #2 36 1/2 X 36 1/2 IMPACT - PW FL5859,1 -50.41 +46.5 OCTOGON T BEDROOM #8 KITCHEN 37 X 38 5/8 HS NON - IMPACT FL13009.1 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ #3 72 X 50 1/4 HS - IMPACT FL7067.1 -56,7/+43,7 OX EUIsIB2" WS - 3 - 10 -3g5 #5 72X505/8 PW NON- IMPACT FL13242.1 DP: N/A EXISTING ACCORDION SHUTTERS #4 APPROVED FOR HVHZ 36 X 50 1/4 PW - IMPACT FL5859.1 - 62.21+46.5 Cvi, imi Shores Ville APPROVED BY DATE ZONING DEPT BLDG DEPT � �a)J"7Q SUBJECT CO CC.NIPIJANCE WITH ALL FEDERAL STATE AND Cr, UN,Y RULES AND ?ECU! ATIONS • • ••• •• •• • #10 111 X48 1/2 XO - OX HS NON - IMPACT FL13009.1 W /MULLION FL9520 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ • • •• •• 411 74 X 50 PW - NON - IMPACT FL13242.1 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR I-IVHZ FRONT DOOR NOT DOING • •• • • • • • • • • • • • •••• • • • • • • lo •• • • • •• • • • • • • •• •• • • • • • • • • • • • • • • •• •• • • • #9 86 1/2X48 1/2 • • •H, NON•IMeoAi :F1:13104:1 • •W/IRULL?oI ••• BEDROOM ••• • • • • •• • • • • •• FL9520 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ • •• •• LIVING ROOM #8 - NOT DOING #1 70X501/4 HS - IMPACT FL7067.1 - 56.7/+43.7 BACK DOOR NOT DOING MIKE SCHMITT 10300 N,MIAMI AVE. MIAMI SHORES, 33150 R,QJV1$1 0* •••■ q BATHROOM #7 86 112 X 48 1/2 xo - ox HS NON - IMPACT FL13009.1 W /MULLION FL9520 DP: 43.7/ -58.7 EXISTING ACCORDION SHUTTERS APPROVED ' FOR HVHZ NON - IMPACT WINDOWS HAVE EXISTING SHUTTERS DONE WITH PERMIT # WS -09 -319 #2 36 1/2 X 36 1/2 IMPACT - PW FL5859,1 -50.41 +46.5 OCTOGON T BEDROOM #8 KITCHEN 37 X 38 5/8 HS NON - IMPACT FL13009.1 DP: 43.7/ -56.7 EXISTING ACCORDION SHUTTERS APPROVED FOR HVHZ #3 72 X 50 1/4 HS - IMPACT FL7067.1 -56,7/+43,7 OX EUIsIB2" WS - 3 - 10 -3g5 #5 72X505/8 PW NON- IMPACT FL13242.1 DP: N/A EXISTING ACCORDION SHUTTERS #4 APPROVED FOR HVHZ 36 X 50 1/4 PW - IMPACT FL5859.1 - 62.21+46.5 Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 10300 MIAMI Avenue Miami Shores, FL 33150 -1254 1121360131020 Block: Lot: MIKE SCHMIDT Owner Information MIKE SCHMIDT Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $210.00 $12.00 $8.00 $238.00 Building Department Copy April 07, 2010 Address Parcel Number Valuation: Total Sq Feet: $ 9,275.00 220 Expiration: 10 /03/2010 P.O. BOX 11438 FT. LAUDERDALE FL 33339- Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 Authorized Signature: Owner / Applicant / Contractor / Agent Phone (305)299 -1255 Type of Work: INSTALL WINDOWS No of Openings: 11 Additional Info: BUILDING Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-10 -37264 03/11/2010 Check #: 4052 $ 50.00 $ 188.00 03/23/2010 Check #: 4017 $ 188.00 $ 0.00 Applicant Date Cell Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 07, 2010 1 v Value of Work For this Permif BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Type of Work: ['Addition Describe Work: 01,3 ® Submittal Fee $ ' Alik City Mt A M 1 State FL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Owner's Name (Fee Simple Titleholder) MI c ve , A . SCt{MI DT Phone # So S) 299 - Owner's Address 103 CO Ai. M/QM I sie Tenant/Lessee Name Phone # Job Address (where the work is being done) 10 500 N . t41 A M, A� City Miami Shores Village County Miami -Dade Zip 3.5150 FOLIO / PARCEL # / / - aZ 13(0 - 013 - 1020 Is Building Historically Designated YES NO Contractor's Company Name ¢ hY e421CAA) TbP 4 ?rot /67! Phone # (30 $ 3.5"-- 0079 Contractor's Address 71 70 St.!) /4 S / / Cit Alt 444 I // 11 1 ` State F/ zip 3 ! 5 b Qualifier Name J0.> AG A) Rear-t,�J ti ,/ Phone #6_30-0 49 &t . p, D 7 State Certificate or Registration No. a C . / 2.7 SI Certificate of Competency No -Ar-p .ttEngineer's Name (if applicable) Phone # Square /Linear Footage Of Work: a75.0 Alteration Permit Fee $ ['New Permit No. (A.3 3% 0- 5 t Master Permit No. Zip 33/51) ❑ Repair/Replace MAC 201 .e ❑ Demolition loci .41 t o ul OL 1 ZM TI! • ******•x******* ***** :******* * * ****** * * ** F ees **** x****** ********** x **�x�x�x�x�:s��xa::�*** 0 CCF $ CO W CO /CC Technology'Fee $ '` Notary $ Training/Education Fee $ �a Scanning $ ' CO D Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ AZ190 See Reverse side -, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Lb, (4 Owner or Agent The foregoing instrument was acknowledged before me this day of (ID , 20 (l9 , by who is personally known to me or who has produced .24 CEN S - As i e NOTARY P Sign: a o hodi d' PA't CC =r;..i SSION # DOUR° i hriky 4 z EXPIRES October 21. 2011 ���- -.—/ Print: yN SEr.3 s * P! It/ e tic. rl O My Commission Expires: QGf y I , ,P o / 1 Signature Contractor The foregoing instrument was acknowledged before me this 1 0 day of Fe6rts601 , 20 L0_, by c I4 who is personally known to me or who has produced as NOTARY Sign: � nn Print: ,YSEO I R T."; 1 J t i`eA t - My Commission Expires: ©c a► / ao/ J *********** ***************: ***** *a:* **** ************ **** ******* :* ******* ***************** ***************** *** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning i NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB WE AT TIME OF FIRST INSPECTION PERMIT NO. T A X FOLIO NO. l ! • 2136 • 01 3 -102.0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: RES /b ,el 2. Description of improvement: �.t• .. ON./ 103 0D . Allt AM AO A M i FL - 631 54 3. Owner(s) name and address: Hi eh l (./ Sag ti / T /03oo N. kfiiteor Avis, /4iAA!/ r�� 33/.57) / Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: A PkircrA) 5 r 02M Pe O / D-)3 717o s r c.) / >7 Alf A M r P/ 3 3 Ar—c " 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner , ` Print Owner's Name Hi 123.01 -52 PAGE 4 5/06 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: l f 1 Sworn to and subscribed before me this 11 day of C Notary Public Print Notary's Na My commission expires: Ocf , i o / J-_ 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year fro dill; en date is specified) L 11111111111111111111111111111111111111111 1111 CFN 201080131818 OR Bk 27196 Ps 1259; (las) RECORDED 02/26/2010 11:29 :52 HARVEY ROVINF CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE the date of recording unless a S M1b YEL 1, ot MY COMMISSION # D0726702 EXPIRES October 21.2011 A tr Ad 0 0 VP ;MISSION 0 t =s °wirier 21.20A1 Lfib dress: 757 ct/ /6 S/ R a R' RECEIPT PERMIT #: \O -- LS DATE: 04\ 0 1 0 - )6 Contractor Contractor ❑ Owner ❑ Architect ets of plans and (othe Address: Shores Village Building Depart m- to continue permitting process. Acknowledged by: �� �' �,�� ,::� i PERMIT CLERK INITIAL: r� RESUBMITTED DATE: • PERMIT CLERK INITIAL: M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Prda-e .. 0 ItV42--- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Permit No: 10 -3S Job Name 1 , 2010 R .4(( 46. Galen." ` eocas-Alemil .tAA'A1ew iricds. J Norman Bruhn CBO 305 - 795 -2204 M iami Shores Vinage Building Department Buil • ing Critique Sheet '&41otrcr e./ doer tea` P 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 f ;� / d `f% ® 1:; c5 f-to'm ( IS..l1' Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 03/26/2010 09:56 FAX 1 800 685 7530 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /R% NO 4816 RECIPIENT ADDRESS 93052432396 DESTINATION ID ST. TIME 03/26 09:55 TIME USE 00'23 PAGES SENT 1 RESULT OK Permit No: 10 -5S Job Name /01 , 2010 /./ Arm Gt6 DATA SCAN FIELD SERVICES Buil sing Critique Sheet �C f 4. J rt . MA /f4 G� 'a.," Page 1 of 1 Miami Shores Village Building Department r � }f >> ff Ij 0 01 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 03/12/2010 16:59 FAX 1 800 685 7530 / AI D IN4 Permit No: 1 0- Job Name J_ /02, ,2010 DATA SCAN FIELD SERVICES @001 Miami Shores Village 3uilding Department Buil ing Critique Sheet /Mt x410 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. if any sheets are voided, remove them from the plans and replace with new revised sheets and 1010 APR 0 ? 2010 ty #10.2 @55x50 Picture Window Non Impact FL13242.1 w /mullion FL9520 DP: NIA - #11. z1g1 x50 Picture Window Non Impact FL132421 `"ItAuL *057...0 Front Door Not Being Done #9. 2 @43x50 Picture Window Non Impact FL13242.1 w /mullion FL9520 r i Bedroom #8. Not Being Done - #1.74x50 Sliding window impact FL7067.1 -56.71 +43.7 0 Mike Schmidt 10300 N.Miami Avenue EF- 50 Bedroom otl Uri ACC vAroptAic \ACtAiLr W 7:10t1t, SI\ I TL , #7. 2 @43x50 Picture Window Non Impact FL13242.1 w /mullion FL9520 DP: N/A c - ■6 01- 31 Kachly #2. 19x19 #3. 74x50 picture window Sliding window impact impact FL5859.1 FL7067.1 - 50.41 +46.5 -56.71 +43.7 i•- M #4.37x50 picture window impact FL5859.1 -62.21 +46.5 #6. 37x38 Sliding window non impact FL13009.1 DP: -N/A � age, * — #5.2C3 0 Picture Window Non Impact FL13242.1 91: tA- ,0152-0 TRANSMISSION VERIFICATION REPORT BUSY: BUSY /NO RESPONSE TIME : 07/05/2009 21:17 NAME : FAX SER.# : BROF9F137744 DATE,TIME FAX NO. /NAME DURATION PAGE(S) RESULT MODE GLASS SCANSIZE 07/05 21:17 8317552913 00:00:00 00 BUSY STANDARD #10. 2 @55x50 Picture Window Non Impact FL13242.1 wlmullion FL9520 #11.74x50 Picture Window Non Impact FL13242.1 �P:- Idfa�t Front Door Not Being Done #9. 2@43x50 Picture Window Non Impact FL13242.1 wlmullion FL9520 r Bedroom #8. Not Being Done #1. 74x50 Sliding window impact W5143 ( Ct L7067.1 s n,o; >s vii F, J- 56.7/ +43.7 BY ZO1,:I JG DEPT BI DID, DEPT SUBJECT 10 CC,1v1PIJANCE WITH ALL FEDERAL S T ATE AND DPUN IY RULES AND REGULATIONS Mike Schmidt 10300 N.Miami Avenue Bedroom #2. 19x19 picture window impact FL5859.1 - 50.4/ +46.5 #7. 2@43x50 Picture Window Non Impact FL13242.1 w /mullion FL9520 #3. 74x50 Sliding window impact FL7067.1 -56.7/ +43.7 1 MAR 1 1 2010 it BY:__! #4.37x50 picture window impact FL5859.1 -62.2/ +46.5 #6. 37x38 Sliding window non impact FL 13009.1 A #5. 74x50 Picture Window Non Impact FL13242.1 Mean Roo" Height - (ft) 10 15 20 25 30 35 40 45 SO (125) 46.5 -50.4 45.2 - 49.2 44.4 -48.3 43.7 - 47.6 43.1 - 47.1 42.7 - 46.6 42.3 -46.2 41.9 - 45.9 41.6 -45.5 16 42.3 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 -54.6 -51.1 - 49.8 -49.0 - 48.3 - 47.7 - 47.3 - 46.8 - 46.5 -46.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -55.4 -51.7 -50.5 - 49.6 -48.9 -48.3 -47.9 - 47.4 - 47.1 -46.8 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -56.1 -52.4 -51.1 -50.2 - 49.5 - 48.9 - 48.4 -48.0 -47.7 -47.3 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -56.8 -53.0 -51.7 -50.8 -50.1 - 49.5 - 49.0 - 48.6 - 48.2 -47.9 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -57.4 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 45.3 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 -58.1 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 59.2 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 26 522 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -60.3 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 - 61.4 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -62.3 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -63.2 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -64.1 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 - 64.9 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -65.7 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 51.9 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -66.5 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 52.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -67.2 -63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -68.5 -64.4 -62.8 -61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -582 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -69.8 -65.5 -63.9 -62.8 -61.9 -61.2 - 60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -71.0 -66.5 - 64.9 -63.7 -62.9 -62.1 -61.5 -61.0 - 60.5 -60.1 60 622 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -72.1 -67.5 -65.8 -64.7 -63.8 -63.0 -62.4 -61.9 -61.4 -61.0 Mean ht Height - Area (s, ft) (ft) 1 15 20 25 30 35 40 45 50 0 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 -62. -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 -53.1 -52.5 16 1 45.9 45.0 .3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 -64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 - 65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -66.1 -63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 -64.8 -62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 - 67.1 -65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 - 68.2 - 66.2 -64.6 -63.4 -62.3 -61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 -69.2 -67.1 -65.6 -64.3 -63.2 -62.3 -61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 - 70.1 - 68.1 -66.5 -65.2 -64.1 -63.1 -62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 -67.3 - 66.0 - 64.9 -64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 -66.8 -65.7 -64.7 -63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 -65.5 -64.6 -63.8 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 -69.7 -68.3 -67.2 -66.2 -65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 -69.7 -68.5 - 67.5 -66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76.3 -74.1 -72.4 -71.0 -69.8 -68.8 -67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -682 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 DESIGN 2007 FLORID WORST CAS FOR B BUILDING CODE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE S WITH MEAN R• •' H:' IF60 FEET ORLESS RESSURES FOR INTERIOR ZONES ( "Zone 4 ") General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to Mastmte design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. Emma T. Mellinger, P.E 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 7 (954) 781 5708 fax emma(8)cses.com JOB SITE LOCATION: WIND SPEED = 146 MPH. EXPOSURE "C" These tables are valid for the following conditions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: It (General Residential and Commercial Construction). 3 Importance Factor: 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building Consult an Engineer for anv other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case positive and negative design pressures for use as required by governing building Emma T. Mellinger, P.E. FL P.E. # 50049 Date: February 24, 2010 Ea. tk -Florida I4uilding Code Online �: Af'f:airs 1 scis Home { log In ( User Registration Hot 1 plcs 1 Submft Surcharge i Stets & Facts 1 Publications t FsC Staff Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > 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 Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL13009 New 2007 App ed 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 MLaFevre @cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Windows Horizontal Slider Valuation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer g Evaluation Report - Hardcopy Received Lucas A. Turner PE -58201 Keystone Certifications, Inc. 12/31/2010 Steven M. Urich, PE g Validation Checklist - Hardcopy Received FL13009 RO COI Eval Reo (HS -8200 Non - Impact 74x54 CWS- 4861.od( Standard PA TAS 202 http://floridabuilding.org/pr/pr_app_dtlaspx?param=wGEVX... Year 1994 1 of 2 2/25/10 12:22 PM Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ( Model, Number or Name Description Limits of Use Approved for use In HVI4: Yes Approved for use outsid HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: HS -8200 PV orizontal Slider, XO or OX, 74" x 54 ". See Installation Ings for Desing Pressures. Method 1 Option D 09/08/2009 09/09/2009 09/11/2009 10/13/2009 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, OX or XO. DCA AdminlstraUOn Department of Community Affairs Florida Bullding Code Online Codes and Standards 2555 Shuman; Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. AB rights reserved. Privacy Statement 1 Copyright Statement I Accessibil ty Statement 1 Plua -in Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: http://floridabuilding.org/pr/pr_app_dtLaspx?param=wGEVX... Installation Instructions FL13009 RO II CWS -486 (HS -8200 74x54 Non -Imp TAS 202).pdf FL13009 RO II Mikron NOA 06 -1220 01.pdf Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FL13009 RO AE Eval Rep (HS -8200 Non - Impact 74x54 CWS- 486).pdf Created by Independent Third Party: Yes Next 2 of 2 2/25/10 12:22 PM Lucas A. Turner, P.E., MBA 152 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 -315 -0049 Evaluation Report Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 74" x 54" unit size 75 1/4" x 55 1/4" flange size, 3 /16Ann — Air — 3I16Ann glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of Florida Product Approval Ride 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09. 2) Test Report NCTL -210- 3599 -1, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard 1. Ferrara, P.E. on 5/11/09 a. Testing Performed TAS-202-94 (Full 202 performed on 31dentical specimens) 3) Supplemental Calculations to support CWS -486, signed and sealed by Lucas A. Turner, P.E. on 6/27/09 Installation: Units must be installed according to approval document CWS -486. Limitations of Use: This product • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, or 75 1/4" x 55 1/4" flange size, with max. glass daylight widths of 32 15/16" for fixed panel and 33" for sash • Achieves design pressures as indicated in comparative analysis table in CWS -486 • Is non - impact and requires the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3 /16Ann glass minimum • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. July 14, 2009 68 114• OVERALL FLANGE HEI31if 64' LINT HEIGHT 4913118' GLASS DLO HORIZONTAL SLIDER ELEVATION (NON- IMPACT) TABLE OF CONTENTS ORAL NOTES A ELEVATION... .......... 1 M IJ E ULE & NOTES VIEWS'OW / 7ilOr _ 3 A BILL OFMATI611J 4 INSTALLATION DETA9 $ 76 U4. OVERALL RANGE WIDTH 74' LIMIT MUM — ,6118' mass DLO MC GLASS DLO astir SASH WIDTH pvC NON4MPACT REO U1REMEN ; 1. THE PRODUCT SHOWN HEREIN S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. APPROVED CCNRGURATIONS:'+000. WO 4. DEMON PRESSURE RATINOS (SHEETS 9} "NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTMS 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1300. 5. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 24 THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DETAIL. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVESYSTEi1 IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL - 2103699.1 8. SERIES/ MODEL DESIGNATION HS-8200. 10.1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILRY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOU.OWIN0 X . OPERABLE SASH, 0 ® FIXED SASH A, TUM®R. FL P.E. I882Q1 VAVOOW SYSTEMS 1900 S.W. 44111 AVENUE JOALA. FLORIDA 34474 GENERAL NOTES 8 ELEVATIONS- NON IMPACT PVC 110FIZ. 11 - 1 ---4 1 0 X r ,===-- . 68 114• OVERALL FLANGE HEI31if 64' LINT HEIGHT 4913118' GLASS DLO HORIZONTAL SLIDER ELEVATION (NON- IMPACT) TABLE OF CONTENTS ORAL NOTES A ELEVATION... .......... 1 M IJ E ULE & NOTES VIEWS'OW / 7ilOr _ 3 A BILL OFMATI611J 4 INSTALLATION DETA9 $ 76 U4. OVERALL RANGE WIDTH 74' LIMIT MUM — ,6118' mass DLO MC GLASS DLO astir SASH WIDTH pvC NON4MPACT REO U1REMEN ; 1. THE PRODUCT SHOWN HEREIN S DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. APPROVED CCNRGURATIONS:'+000. WO 4. DEMON PRESSURE RATINOS (SHEETS 9} "NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTMS 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE. WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTME 1300. 5. ANCHORAGE THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED 24 THE DESIGN OF THIS PRODUCT. SEE SHEETS FOR ANCHOR DETAIL. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVESYSTEi1 IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL - 2103699.1 8. SERIES/ MODEL DESIGNATION HS-8200. 10.1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK OR FRAMING IS THE RESPONSIBILRY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOU.OWIN0 X . OPERABLE SASH, 0 ® FIXED SASH A, TUM®R. FL P.E. I882Q1 VAVOOW SYSTEMS 1900 S.W. 44111 AVENUE JOALA. FLORIDA 34474 GENERAL NOTES 8 ELEVATIONS- NON IMPACT PVC 110FIZ. NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 18 MAx B MAX (IYP) -�. 1s ►sax. ac. t1vP1 gar rH ANCHOR LAYOUT (FLANG nrw MINE aas pASd+nwOPD,+ICi) 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO SE 114'. USE SHIMS WHERE SPACE GREATER THAW 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 81 t I tH. WOOD SHEA ARE NOT ALLOWED. SEE NOTE 2 4. 3118" DI 31 1 - . ■ ULTRAOON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT 0 MASONRY FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 Ur SHALL BE ACHIEVED. B. #10 WOOD . v " musT "F a ENT A MIL EMBEDMENT OF 13A8" INTO BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SH ALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MENIMUM STRENGTH SPECIFIED BELOW. . a. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL. WITH THE FOLLOWING P.AOP.ERTI A WOOD • MINIMUM SPECIFIC GRAVITY OF 0=8.42 `• • • fe f .�.; : B. CONCRETE - MINIMUM DIVE STRENGTH OF 2700 PSI. "M d - t ,. n'' C. Y - STRENGTH CONFORMANCE TO ASTM CAI, GRADE N, TYPE 1 (OR GREATER). L � � � 10. SEAND FLA SHING STRATEGIES FOR OVERALL WATER RESISTANCE O'F I STAL ATION SHALL BE DONE BY C ' " ` •s .€ C.- INSTALLATION ANEHOIIS TYP. e . w..''I • ".3 FLP.E1 Taff r } C'' • 4-: • VAICCIW SYSTEMS 1900 S.W. 44TH AVENUE 3CALA. FLORIDA 94474 Mk ' ANCHOR SCHEDULE & NOTES -NON IMPACT a: PVC NORM 8200 w/Awm 1.1.11 IA 1 E: 8/A mss iw.: CWS.488 ' 2OF6 o x NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 18 MAx B MAX (IYP) -�. 1s ►sax. ac. t1vP1 gar rH ANCHOR LAYOUT (FLANG nrw MINE aas pASd+nwOPD,+ICi) 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO SE 114'. USE SHIMS WHERE SPACE GREATER THAW 1118" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR 81 t I tH. WOOD SHEA ARE NOT ALLOWED. SEE NOTE 2 4. 3118" DI 31 1 - . ■ ULTRAOON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT 0 MASONRY FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 Ur SHALL BE ACHIEVED. B. #10 WOOD . v " musT "F a ENT A MIL EMBEDMENT OF 13A8" INTO BY WOOD BUCK. 8. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SH ALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MENIMUM STRENGTH SPECIFIED BELOW. . a. 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL. WITH THE FOLLOWING P.AOP.ERTI A WOOD • MINIMUM SPECIFIC GRAVITY OF 0=8.42 `• • • fe f .�.; : B. CONCRETE - MINIMUM DIVE STRENGTH OF 2700 PSI. "M d - t ,. n'' C. Y - STRENGTH CONFORMANCE TO ASTM CAI, GRADE N, TYPE 1 (OR GREATER). L � � � 10. SEAND FLA SHING STRATEGIES FOR OVERALL WATER RESISTANCE O'F I STAL ATION SHALL BE DONE BY C ' " ` •s .€ C.- INSTALLATION ANEHOIIS TYP. e . w..''I • ".3 FLP.E1 Taff r } C'' • 4-: • VAICCIW SYSTEMS 1900 S.W. 44TH AVENUE 3CALA. FLORIDA 94474 Mk ' ANCHOR SCHEDULE & NOTES -NON IMPACT a: PVC NORM 8200 w/Awm 1.1.11 IA 1 E: 8/A mss iw.: CWS.488 ' 2OF6 DESIGN PRESSURES FOR EQUAL SPUT "0/7C" or "X10" C0t4FIGURATION WITH 3115 ANNEALED IGU GLAZING 11111 Unit Height 19.500 23.500 27.500 31.500 35.500 39.500 43.500 47.500 51.500 54.000 +60.0/ -120.0 +60.0/ -120.0 4.60.0/-120.0 +60.0/-120.0 +6O.0/-22D.0 40.0/ -120.0 +60.01-120.0 460.0/-120.0 +60.0/ -120.0 +50.0/-120.0 46110/ -120.0 4(110/ -120.0 +810/-120.0 +60.01-120.0 .. 450.01-120.0 40.01420.0 460.0/-120.0 460.0/-120.0 +60.0/-120.0 . 4 60.01 - 120.0 +60.0/ -120.0 +6a0/-120.( 460.0/-120.0 - 460.01-120.0 460.0/ 420.0 46�0/-120.O 460.01-120.0 +60.0/-120.0 +60.0/-120.0 +60.0/-117.5 +60.0/ -120.0 .60.0I-120.0 +60.0/ -120.0 +60.0 / -120.0 450.01-120.0 460.0/-120.0 450.01-120.0 +60.0/-120.0 460.01-122.8 +60.01-106.6 460.0/-1200 460.0/-1200 +60.0/-120.0 460.01-120.0 +60.01-120.0 960.01-120.0 4 60.01-120.0 +60.0/ -119.4 .60.0/-108.1 450.01-102.0 +60.01-120.0 440.0/-120.0 +810/-120.0 .50.0/-120.0 +60.01-120.0 +60.01-120.0 460.01-120.0 +60.01-114.9 +60.0/403.9 460.0/-810 450.01-120.0 450.01- +&1O/-120.0 460.01 -120.0 450.0/-120.0 .60.0/-120.0 460.0/-320.0 +60.0/-110.8 +6�0/-100.1 450.0/-9&3 ffirMilli .*50.0/32�0 4€0.0/-120.0 Mi irn SO {P N N i ct i ol .60.0f-120.0 illOMMI 460.0(-120.0 460.0/-120.0 460.0/-107.2 450.0/-96.6 460.01-91.0 +60.0/-120.0 450.01-120.0 +60.01-120.0 460.0/ -120.0 460.01 460.0/ -113.7 i60.0/-100.9 460.0/ -90.7 460.0/ -85.3 450.01-120.0 460.0/420.0 450.0/-120.0 460.0/ -11CL8 4410/-98.2 460.0/-88.2 4600/-82.9 +60.01-120.0 450.01-120.0 .&L0/-120.0 +60.0/-120.0 +60.0/-108.3 +60.0/-95.8 460.0/45.8 +60.01-80.6 460.0/ +60.0 1 -120.0 +60.0/.120.0 460.0/ -120.0 4G0.0/-106.9 +W.0/-93.5 4 60.0f-83.7 460.0/-73.6 450.0/-120.0 +60.0/-118.3 +60.0/-115.6 450.D/-W�5 450.0/-115.6 +60.0/ -103.9 460.0/-91S 460.01-81.8 460.0 f -76.7 460.0/-114.1 4 6�0f-303.2 460.01-200.5 460.0/-100.3 460.0/-88.0 460.0/-73.4 +60.0/-73.4 460.0/-1083 +60.0/-99.6 460.0/-94.1 960.0/-94.1 46001-94.1 460.0/-814 460.0/-76.9 46�0/-71.9 , 460.0/-103.7 450.0/-54.7 ..60.0/-813 40.0/-82.8 .50.01-813 960.0/-88.3 960.0/-85.0 , +60.0/-75.S 460.0/-70.5 460.0/-99.2 460.0/-89.9 .60.01-82.7 450.01-82.7 4600/-82.7 450.0/-74.2 460.0/-812 67.500 _ .60.01-95.1 +60.0/-861 +60.01-80.9 4.60.01 +60.0/-78.1 .60.01-78.1 +810/-78.1 960.0/-78.1 +60.0/-73.1 ' +60.0/-811 71 460.0/-87.8 460.0/-73.9 460.0/-73.5 +60.0/ -70.6 450.0/-69.6 450.0/-69.6 460.01-69.6 4600/-69.6 460.0/-69.6 +60.0/ -66.1 74.000 +60.0/-83.7 +50.0/ -75.0 450.0/-816 4810/-66.5 +60.0/ -65.1 .50.0/-65.0 40.0/ -65.0 40.0/ -65.0 460.0/-65.0 46�01-65.0 ettaa4ttagt. px..cnn 190011.W. 44114 AVENUE 3CALA, FLORIDA 34474 mth:vir - num COMPARATIVE ANALYSIS - NON IMPACT Ittimat PVC HORIZ. SUDER "'AM 'FE: sio&no9 WM 8200 w/Alum M a CWS-486 C i;id...__%eiltr ••• ••;.,,, , , a •*ncr „ *kr' .e^ •■•• r- z °1 •1141g 1 L , • • 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 3 OF ovERAu. =BEM RANGE HEIGHT et) TYPICAL VERTICAL SECTION IC le USN Cut/Newf. HEIGHT NOTISHOte Vh 1 NW NN .ff 7ifr OVERALL INSULMED GLASS AEALED 1/2' NRSPACE 3116" ANNEALED SKAFLEX laPia,-470 GLASS OPTION - *.z 4r 'itee isU MTYPICAL HORIZONTAL SECTION Luois:A:ruFwat, FL. P.E. P58201 It; C1:471.1114 91. ck. • • - - • • -ri4c..- is.. • - • s - 41, - MOM SYMMS IGO° S.W. 447H AVENUE MAUL FLORIDA 34474 401E: ITEMS 17, 25. 27. 34, 19. 40. I 11, 48, 51, 52 ARE USED BUT NOT SHOWN FOR CIARITY. WO' SECTION YEWS - NON IMPACT PVC HORIZ. am= 8200 EfAium M.R LET! CWErNNI Item* 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 21 22 23 24 26 27 29 30 31 34 35 36 38 42 43 44 46 47 56a 57 58 59 Part # H4031 H4031 H-6031 H-6031 141602 H-6027 H-1497 H-6028 S-1498 H4004 S-1878 S-6064 84064 S-6064 S-6064 S-6013 8-6014 P4804 P4783 P-3784 P-4479 P-3429 P4765 P4768 #8 x 1.250 Ph FH TEK, 35 x 0.625 Quad PH TEK. WM. P-4051W P-3748W P4342 P4752 P-4648 P4352 Fixed Sash P4281 P-3218 P4218 P4321 P4581 P4228 P4029 P-3033 48 49 50 51 52 Deecription Main Fr., SH. v#F112.. PVC. Head Main Fr., SH. *'Flt. PVC. Sill Main Fr., SH, w/Hg., PVC, L .112. Main Fr., SH, wiFIg., PVC, R. Meet. Ran, Fad. Sash Meet. Rail, PVC Rein?. Sash Meet. Rail Sash Bottom Rail, PVC (S.S.R. fo Relit S.B.R.M.S.R/S.T.R. Sash ToptBoL Rai Roller tmck Gtz. Bd., 7fr,Fxd., Holtz. Giz. �d., 7/8",Fxd.. Vert Glz. Bd., 7/8',Sash, Hods. Gtz. Bd., 7/8`,Sash, Vert. Sent. Adapt., wf Mb, PVC Scm. Adapt., PVC Roller, Tandem Lock, Impact, PVC Keeper, Impact, PVC Weep Coker kaf Rap Wstp., 0.270 x .187 back FmSeal, #6 x 2.000 Ph PH SMS 18 *0.625 Ph PH SMS Seam Sealer, SA11-5504 Cap Plug, 1/? Hole Ma Flex 552 Set. 81k., 85 Dur., x 5/8" x r nr IG (3/16 Ann.-AIR-3/16"Arm.) 7/8" IG (3/16" Ann.-AIR-3/16"Ann.) Spacer, DuraSeal, Fixed Screen Frame, Elmiz. Screen Frame, Vert. Screen Spline-155 Dia., Bik. Screen Puff Tab 'Screen Spring, SS Micron Micron Micron Piffkron Keymark Moon Keymark Micron Keymark Micron Keymark Milcron Men Mk= Micron Mikron M&111 R0t0Fraillt RotoFrestic Proffered Eng UltraFAB Pastime! Fastenal Fastenal Fastens' Schnee M8,41 SlkaFlex Frank Lowe TruScal ALL Metal ALL Metal Screen Frame Comer Key Screen Cloth, 18 x 16 Fiberglass ALL Metal New York Wire DAPA Summit RA Screen Team Plastics P-3113 Screw Support, PVC S-6063 Fixed rail End Cap /Akron 8-6005 Anti-lift out P-3114 18* 2*, PH, Modified Truss, SMS P-31393 ,Rxed Meeting hall Attach Plate Fastenal !Alla= Fastenal PVC FRAME FLANGE-6031 PVC SASH TOP/BTM RAIL-6004 PVC SASH SIDE RAIL-6028 • 1 'Ur - .4 PVC FIXED RAIL -1602 ALUMINUM 6063-T6 1/8' SASH MTG. RAIL-1497 ALUM. REINF. 6063-T6 11/4* itir ROLLER TRACK-1670 ALUMINUM 6063-T6 13/4' 11T [ 11/4 - 1 PVC SASH MTG. RAIL-8027 217 ---Lt 1/18' S.T.RJS.B.RJS.S.R. ALUM. REINF. 6063- AS 6,19. 20, 25. 28, 32, 33,.37, 39414. AND 54 ARE NOT USED IftelS •, PVC ANTI UFT-OUT-8005 I 6, at--74q. - ( 6 igg- • • r en e rtir '/1 4' • tii_LLIL4.i. PVC GLAZING BEAD-6064 8116' -f-- HORIZ CRN ADAPT-6013 VEFIT. SCRN ADAPT-6014 ,FLP82O1 (514N3=- WINOOW SWIM 1 900S.W.44THAVEMJE 3CALA. FLORIDA 34474 1 rirl 2 112" . 1=1 id SCREW SUPPORT P-3113 CAULK UNDER screw HEAD BY INSTALLER PERSTE CAULK BY INSTALLER 114 MAX SHIM (SEE NOTE 2& 3 ON SHT. 2) WINDOW FRAME JAMS CAULK BEHIND RANGE BY INGTALLER " CCNCRETEMASONRY 1 1f, BY OTHERS (MIN EDGE DST.) 1.111E GAIN BASEMENT) MAX SHIM (SEE NOTE 2 & 30N SID% CAULK BEHIND FLANGE BY • INSTALLER PERIMETER CAULK BY INSTALLER -,' • -t ;- A • • - -• • - : fir. • ..•-• .„ . • , :i• .- • - Florida wilding Code Online Cornmtt Affa'rs itarweid BCIS Home 1 Log In 1 User Registration 1 Mot Topics 1 Submit Surcharge Slats E Facts 1 Publications I PBC Staff BCTS Site Map I Unks 1 Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > A i ton FL # Application type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email Authorized Signature Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Referenced Standard and Year (of Standard) http://floridabuilding.org/pr/pr_app_ddaspx?param=wGEVX... on Detail FL13242 New 2007 Approve 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Michael LaFevre miafevre@cws.cc Technical Representative Michael LaFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson@cws.cc Windows Fixed Professional Engineer g Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard PA TAS 202 on Report from a Florida Registered Architect or a Licensed Florida Certificate of Independence FL13242 RO COI Eval Rep (PW-8150 Non - Impact 50x72 CWS-506).pdf 1994 1 of 2 2/25/10 1:22 PM r FL # Model, Number or Name Description 13242.1 PW -8150 PVC Fixed Window PW -8150 Fixed Window, Non - Impact, 50° x 72 °. Limits of se Approv for use in HVHZ: Yes pprov d for use outside HVHZ: Yes I Resistant: No Design Pressure: +N /A/ -N /A Other: See Installation Dwgs. for DP, Non - Impact, Max. size 50° x 72 °. Installation Instructions FL13242 RO II CWS -506 (PW -8150 Non - Impact 50x72).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13242 RO AE Eval Rep (PW -8150 Non - Impact 50x72 CWS- 506).pdf FL13242 RO AE Mikron NOA 06 -1220 01.pdf Created by Independent Third Party: Yes 13242.2 PW -8300 PVC Fixed Window. PW -8300 Fixed Window, Non - Impact, 50" x 72 °. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +N /A/ -N /A Other: See Installation Dwgs. for DP, Non - Impact, Max. size 50° x 72". Installation Instructions FL13242 RO II CWS -507 (PW -8300 Non- Imoact 50x72).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13242 RO AE Eval Reo (PW -8300 Non - Imoact 50x72 CWS- 5071.ndf FL13242 RO AE Mikron NOA 06 -1220 01.odf Created by Independent Third Party: Yes Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... 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 ppr ved Su)nnary o Products 11/03/2009 11/04/2009 11/08/2009 12/09/2009 DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2010 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 Plug -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts m Next 2 of 2 2/25/101:22 PM Lucas A. Turner, P.E., MBA 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931 - 315 -0049 v i � 401Z DREW se *. :, NOS ` the No 58201 ��,di ir ilk. 5 te r': 4. : add' le 4‘ .1161"'$ ° a i L e . qtr S°.61 'eaf * coN Al f‘lis fillet's' Evaluation Report November 2, 2009 Product Description: Series 8150 PVC Fixed Window, Non - Impact, 50" x 72" unit size 51 1/4" x 73 1/4" flange size, 3/16 — air — 3/16 annealed or tempered IG glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44 Ave, Ocala, FL 34474 Statement of Compliance. This report evaluates the above - listed product per the requirements of Florida Product Approval Rule 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -506, signed and sealed by Lucas A. Turner, P.E. on 10/31/09. 2) Test Report NCTL- 210 - 3619 -2, from National Certified Testing Laboratories, Orlando, FL, with test date 7/26/2009 a. Testing Performed: TAS 202 1994 (Full 202 performed on 3 identical specimens of 50 "x72" unit size with Design Pressure +/- 55 psf) 3) Supplemental Calculations to support CWS -506, signed and sealed by Lucas A. Turner, P.E. on 10/31/09 Installation: Units must be installed according to approval document CWS -506. Limitations of Use: This product: • May be used in 0 configuration in sizes up to 50" x 72" unit size, 51 1/4" x 73 1/4" flange size, with max. glass daylight size of 45 13/16" x 67 13/16" • Achieves design pressures as indicated in comparative analysis table in CWS -506 • Is non - impact and requires the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3/16 Ann. —air— 3/16 Ann. IG glass minimum • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 Certification of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. FL PE #58201 731/4 MAX OVERALL FLANGE HEIGHT 72• MAX UNIT HEIGHT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2-4 DP CHART & GLAZING 5 SECTION VIEWS 6 EXTRUSIONS & B.O.M 7 INSTALLATION DETAILS 8 PICTURE WINDOW ELEVATION (NON - IMPACT) 1 ..._ 51 1/4° MAX OVERALL FLANGE WIDTH 50° MAX UNIT WIDTH -11 4513118" GLASS DLO 67 13/16' GLASS DLO to /31 /O PROPRIETARY AND CON IDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC NON - 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 6) 3. CONFIGURATION: FIXED LITE "O ". 4. DESIGN PRESSURES: (SEE SHEET 5) - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL - 210- 3619 -2 9. SERIES / MODEL DESIGNATION PW -8150. 10. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. LUCAS TURNER, FL P.E., 52801 -4 • Na 58201 " VP S ; * . • *S. .r 14,.V.4 �O 4/ STATE OF 1 4 WINDOW SYSTEMS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 M1E: GENERAL NOTES & ELEVATION - NON IMPACT SERIES: 7RAWN BY: CATS: PVC FIXED LITE AAJ 8/21!2009 MODEL: SCALE: DWG. NO.: 8150 N CWSS06 ZEV. LETTER: _ SHEET: 1 OF 8 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT 4.3/16" DIA. ELCO ULTRACON 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. 101/2" MAX O.C. (WP) 6" MAX (TYP) --•-•- CO MAX (TYP) 1012" MAX 0.9 MT) J O ANCHOR LAYOUT - (FLANGE1 THRU FRAME (MASONRY OR WOOD OPENING) 1. r INSTALLATION ANCHOR r i- t 1 SEE NOTE 2 (TYP) 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK 6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE 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 WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION 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 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. PRCPRIETARY AND COPIIOENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. to /3I/ °5 LUCAS TURNER, FL P.E., 52801 4 � �' D RE W T • No 58201 *6 * * • STATE OF ma y/ i ce` * 0 ; . 0 EN3F• 4 � WINDO3 SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE 8 NOTES - NON IMPACT SERIES: 7RAWN BY: OATEN 8/21/2009 PVC FIXED LITE AAJ MODEL: 8150 SCALE: NTS 4EV. LETTER: DWG. NO.: CWS506 SHEET: 2 OF 8 PULL CIRCLE (TYP) 1/4 CIRCLE 0" MAX (TYP) 10 12" MAX O.C. (TYP) 5 MAX (TYP) FULL ELLIPSE I OVAL"), AVAILABLE OVAL SIZES: 28" X 38.5" TIP (24.75" X 37.25° DLO) 28" X 44.5" TIP (28.75" X 43.25° DLO) 30" X 57 TIP (28.75" X 50.75" DLO) 10 MAX O.C. (TYP) 1012" MAX O.C. B_ MAX (TYP) (TYP) 1/2 ELLIPS 1 - 1-5 X MA ' I C�YP) 1111iir MAX Q.C. -i 1012" MAX O.C. .5" MAX DTP) 1/2 FAN (TYP) 10 MAX O.C. (TYP) 101/7 MAX O.C. (TYP) 0 MAX (TYP) X MAX (TYP) 16 ?1109 PROPRIETARY AND CONFIDENTNL THE INFORMATION CONTAINED IN THIS DRAWING I8 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ASA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TOMBSTONE 1012' MAX O.C. (TYP) LUCAS TURNER, FL. P.E., 52801 o stitmalsta s �n. I? J No 58201 1 : *: * *L • "o1 ;a. • : � 11 �, STATE OF : 41w: .e s hItsmomMt .4% (TYP) 10.i(2_ MAX O.C. 101/7 MAX O.C. (TYP) 0 MAX (TYP) NOTE: WINDOW SYS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 1012° MAX O.C. MAX RYP) (TYP) EYEBROW 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2 THRU FRAME - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. TITLE: ARCH. FLG ANCHOR SCHEDULE - NON - IMPACT SERIES: DRAWN BY BATE: 8/21 /2009 PVC FIXED LITE AAJ MODEL 8150 SCALE: NTS 7WG. NO.: CWS ' LETTER: — SHE 3 OF 8 101/2' MAX o. (TYP) TRAPEZOID 8° MAX (TYP) (TAV1X (TYP) II e° MAX (TYR) DOGHOUS R YP) MAX O.C. 101(0 MAX O.C. TRIANGLE 8• MAX (TYP) 10(3 /0°1 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAW NO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IN IS PROHIBITED. 10 1/2° MAX O.C. (TYP) LUCAS TURNER, FL P.E., 52801 5= MAX I-- (TYP) HEXAGON NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2.THRU FRAME - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. `GQ .4�G�AIS �``� 'L WINDOW SYSTEMS v ; ' Na 55201 1 1900 SW 44TH AVE. * S • * = OCALA, FLORIDA 34474 •D % * Gr: Tm.E. ARCH. FLG ANCHOR SCHEDULE - NON - IMPACT wg• STATE OF 4 : SERIES: 7RAWN BY: 'SATE ,0 , P• .••,e, , 4 PVC FIXED LITE AAJ 8/21/2009 •', J O N „y ` �`�• MODEL 8150 LETTER: SHEET: 4 OF 58-508 SCALE: DESIGN PRESSURES WITH 3/16 ANNEALED OR TEMPERED IGU GLAZING (DIMENSIONS ARE UNIT SIZES) Short Long Side Side 18.000 24.000 30.000 36.000 42.000 48.000 54.000 60.000 66.000 72.000 18.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 24.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 30.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +75.6/ -75.6 36.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +74.8/ -74.8 +66.5/ -66.5 42.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +77.9/ -77.9 +77.9/ -77.9 +77.9/ -77.9 +77.9/ -77.9 +68.4/ -68.4 +60.3/ -60.3 48.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +77.9/ -77.9 +59.7/ -59.7 +59.7/ -59.7 +59.7/ -59.7 +59.7/ -59.7 +56.1/ -56.1 50.000 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +82.5/ -82.5 +77.9/ -77.9 +59.7/ -59.7 +55.0 /-55.0 +55.0 /-55.0 +55.0 /-55.0 +55.0 /-55.0 NOTE: 1. IF SIZE INTENDED IS NOT SHOW, USE NEXT LARGER SIZE. LUCAS TURNER, FL P.E., 52801 � o ► /31(cm THE INFORMATION CONTAINED IIN�THIS DRANO 18 THE SOLE PROPERTY OF CUSTOM wiNimw WRITTEN PERMI OF CU ST R OMWINDOWSYSTEMS O INCISPROHISITED. * G Q r �,. 6141 + 6N! ,:t..4 f No 58201 * 1 ? * 1* ri Fi'a; * : 4` ^ SA �. STATE OF ' ' , 47 + �I�1S t n� s. 10 , G �, ' y ��� • � ,r,, , , tf ,, ,, h s ,11♦1� ,`` .; W SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rmE COMPARATIVE ANALYSIS - NON IMPACT SERIES: PVC FIXED LITE Br: AAJ OATS 8/21/2009 MOtlEL• 8150 SCALE: NTS JWCi. NO.. CWS REV. LETTER: _ SHEET: 5 OF 8 TYPICAL VERTICAL SECTION 7/8° OVERALL 3/16° ANNEALED 12° AIRSPACE -•-3/16` ANNEALED UNIT WIDTH INTERIOR EXTERIOR OVERALL FLANGE WIDTH TYPICAL HORIZONTAL SECTION HOTMELT TRUSEAL "H° GLAZING DETAIL 1:1 PROPR1ETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1/2" GLASS BITE LUCAS TURNER, FL P.E., 52801 � e_N uIt _ v : No 58201 • S p * i *- :y� STATE OF /4I. *,,..e.. + 4Q L , ; U , R % tif ?.• a d�011lt,.. -. P WINDOMi SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TIC SECTION VIEWS & ALTERNATE SERIES: 'DRAWN BY: PVC FIXED LITE ODEL 8150 NOTE: ITEMS 911 -14 ARE USED, BUT NOT SHOWN FOR CLARITY SCALE: 2EV.Lt1!tit _ FIN FRAME - NON IMPACT AN BATE 8/21/2009 )WO. NO NTS CWS -506 SHEET: OF 8 Item # Part # Description 1 H-6031 Fr., PW, Main, Head, Flg 2 H-6031 Fr., PW, Main, Sill, Flg 3 H-6031 Fr., PW, Main, L. Jb., Flg 4 H-6031 Fr., PW, Main, R. Jb., Flg 5 S-6064 Glz Bd., Fxd. 8 S-6025 Sash Stop / Groove Filler 9 P -3438 Hot Melt, TruSeal, "H" 10 P -3352 Set. Blk., 85 Dur., 1/8" x5/8" x2" Lg. 11 P -3684 PW -8300 Gold Cert. label, NFRC Tab 13 P -3881 Temporary LbL (NFRC/DP) 14 P -3613 CW S LbL (logo) 15 Fined 7/8" OA. Ins (3/16" Ann.-Air-3/16" Ann. 17 P -3113 Screw Support for PVC PVC FRAME FLANGE -6031 (rf (/09 PROPRIETARY AND CONFIDENTYIL THE INFORMATION CONTAINED IN THIS DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 3/18' � T SCREW SUPPORT - P -3113 LUCAS TURNER, FL P.E., 52801 1..§k... *p�.•.Oig.ZF ??./•P d # � No 38201 SST %, A: *, ' !T LTG • STATE OF F Ira U 1/18 718' GLAZING BEAD - 6064 f 3!16' 1/15° FRAME CORNER CONSTRUCTION 7/8 1 5/15" SASH STOP /GROOVE FILLER - 6025 0�Yd SYSTEMS SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - NON IMPACT 7RAWN BY: AAJ SCALE: NTS SERIES: PVC FIXED LITE MODEL: 8150 4EV. LETTER: BATE: 8/21/2009 Iwo. NO.: CWS -506 SHEET: 7 OF 8 2 Mir (MIN. EDGE DIST.) CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY INSTALLER CAULK BEHIND FLANGE BY INSTALLER WINDOW FRAME HEAD WINDOW FRAME SILL CAULK BEHIND FLANGE BY INSTALLER PERIMETER CAULK BY INSTALLER EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK DRYWALL AND OPENING BY OTHERS BY OTHERS 1 BY WOOD BUCK BY OTHERS 2112. (MIN. EDGE DIST.) AA VERTICAL SECTION B FRAME (MASONRY) (MIN. EMBEDMENT) 1/4" MAX SHIM (SEE NOTE 2 & 3 SHEET 2) CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR, 3/18" DIA. ELCO ULTRACON MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT INSTALLATION ANCHOR 3/18° DIA. ELCO ULTRACON MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SILL STOOL BY OTHERS 11.14! (MIN. EMBEDMENT) DRYWALL BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN BUCK AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/18° DIA. ELCO ULTRACON MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS • 4s 2_1/Z WIN. EDGE DIST) • 4 . • A 1 4 e 'n EXTERIOR FINISH BY OTHERS 0 8 BB HORIZONTAL SECTION FRAME (MASONRY) PERIMETER CAULK BY INSTALLER WINDOW FRAME EXTERIOR FINISH BY OTHERS CAULK BEHIND FLANGE BY INSTALLER CONCRETE/MASONRY BY OTHERS 0 Vol 1 BY WOOD BUCK PROPRIETARY AND COEIDENTYLL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. CAULK BEHIND FLANGE BY INSTAI 1 FR PERIMETER CAULK BY INSTALLER tam (MIN. EDGE DIST.) (MIN. EMBEDMENT) BY OTHERS 1/4° MAX SHIM 1/4" MAX SHIM (SEE NOTE 2 & 3 SHEET 2) (SEE ET Z 2 & 3 CAULK UNDER SCREW HEAD BY INSTALLER r WINDOW FRAM JAMB 21/2= (MIN. EDGE DIST) O ALTERNATE PRECAST SILL DETAIL B FRAME (MASONRY) LUCAS TURNER, FL P.E., 52801 „Win W' s : 44 1,44 . 0 R , No 58201 *:`7 *e * z r9 • , STATE OF PO:: R CAULK BEHIND FLANGE BY INSTAI 1 FR PERIMETER CAULK BY INSTALLER INSTALLATION ANCHOR, 3/18" DIA ELCO ULTRACON MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT CAULK UNDER SCREW HEAD BY INSTALLER 1 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 MODEL 1/4° MAX SHIM (SEE NOTE 2 & 3 SHEET 2) :1_1/41 (MIN. EDGE DIST.) DRYWALL BY OTHERS INSTALLATION ANCHOR, 810 WOOD SCREW THRU SCREW SUPPORT CAULK BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS 2 BY WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS O HORIZONTAL SECTION 8 FRAME (WOOD) 1111 INSTALLATION THRU FRAME DETAIL - NON IMPACT SERIES: 7RAWN BY: DATE: 8/21/2009 PVC FIXED LITE AAJ 8150 SCALE: NTS DWG. NO. CWS -508 4EV. LETTER: SHEET: 8 OF 8 Florida Build Code Online Community Affairs BCS Home Log In User Registration Hot Topics i Selena SwcI me State a Fads Pubes FBC eft acs Site Map lildm Search Produ_i Auurov it M u > Product or An flcatbn Search > FL# Application Type Code Version Application Status Comments Ar lived Product Manufacturer Address/Phone/EmaII Authorized Signature Technical Representative Michael LaFevre ## Address/Phone/Email Quality Assurance Representative Ralph Emminger ## Address/Phone/Emall Category Subcategory Product Approval UM: Pubic User Compliance Method hlip / /floridalwulding.orgfj /pr app ddasppx`P wGEVX v .. FL9520 -R2 Revision 2007 Approved b. -i[lll r, t r9 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre® ws ac Michael LaFevre mlafevre@cws.ac Systems Inc. 1900 SW 44th Avenue Orate, ft 34474 (352)368 -6922 Ext 207 MLaFevteecws.cc 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368-6922 Ext 208 oNcee from a Fiorito Registered Architect or a Licensed Engineer Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urith, PE Validation Cheddlst - Harricopy Received Certificate of Independence rL9520 R2 COI 510190E (Impact 3 in Mull Eval).pdf Referenced Standard and Year (of Standard) AAMA 450-06 2006 ASTM E1300-02 2002 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA TAS 201/202/203 1994 1 of 3/9/2010 12:36 PM `FL $ 1 ' Modem, Number or N Description 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) of se A for use in Approved for use Impact Reslstant:Yes Design Pressure: +67.5/ Other: Large Missile Impact, Max. 63° Vertical Span. 'Yes HVHZ: Yes Installation Instructions FI95 0 0? TT_CWF 150A (Impact 3 in Mullj.pdf FL9520_R2_II_ DuPont_PVB_110fi_05 1208_02.Pdf I L9520 R2 II_ Mikron_NOA 06 -1220 01.mil Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL9520 R2 AE 510190B (Impact 3 In Mull Eval).pdf -67.5 Max. 53 118" Hartz. span, Created by Independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use inHVHZ Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/ -673 Other: Large Missile Impact, Max. 74 1/8" Hartz. span, Max. 76" Vertical Span. Installation Instructions Ft95?0 R2 11 C:WS i4'CiA (Impact 4In Mu11).pdt rL9C20 R2 II DuPur:i PVE NOA 05 -12108 02.oLl l ly` ? 0 KI t1 P =baron NOA 06 -1220 01.prJr Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports [L9520 02 AE 5101916 ( Impact in Mull Eval).9df Created by Independent Third Party: Yes 9520.3 5 1 /2" Alum. Tube Mullion 51/2° Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use in$VHZ:Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/ -67.5 Other: Large Missile Impart, Max. 111 1/4° Horiz. span. II9istaitatlon Instructions Fl0f1.20 R? 11 C:WS 102A (Impac-t5 in 61u11).pdt F L9520_R2_II_DuPur _PJG_Nt )A_05- 1208_02.pc11 Ft 9520 14.1 it DuPont St , 110A_ 0/ 1116- 04.pdf FL9S20 _R2_ll_Mikron_t40A_06 1=20_ i .pdt Verified By: Roberto Lomas 62514 Created by Independent Thlnd Party: Yes Evaluation Reports • Ft 95:'11 R2 AE 5101971- (Impact 5 in Mull i - v,il).pdf Created by Independent Third Party: Yes Florida Building Code Wire 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/30/2009 05/04 /2009 05/08/2009 06/09/2009 : / /faridabuil>r org/pr /pr apt dt1.aspx?param wGEVXQwtD9v... ice; !rime% Deamesseat of Cassnanty Affects Florida Ilalkileg Cade Oahe Codas ow iSfandards 2555Shwnatd oakBoulevard Tallahassee, 32399 -2100 (850) 487 -1824, Fax (850) 414.8436 ® 2000 -2010 The State of Fbrida. A9 rights reserved. P 1vacv Statement 1 COdirightBdthinalk 1 assaraihittalididahst 1 Pk -tn sonware 1 I contact us Product Approval A 3/9/2010.12:36 PM Florida Building code Online 3 of3 http: / /foridabuildin org/PrIpr aaP _ dtl.aspx?paratn - wGEVXQwtDgv... 3/9/2010 12 :36 PM L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Man Product Line: 3° mum Bar 1of1 Custom Window Systems 1968 S.W. 446 Avenue FL 34414 Engineering Evaluation Report The above mentioned product has been evaluated for compliance with the n3quirements tithe Florida Department of Community Affairs for Slidetvide Acceptiume per Ride 913-72.070 method 1(d). The product listed het with the Florida Building Code. Product ' Extruded mull bar Y x 3° 606 3-TB. part number 1i -1573. Supporting Technical Dote : 1. Approval document drawing manlier CWS-150. Revision A, titled 3' Ate Bar — PVC Mull Bar, prepared, Oared and sealed by Ude Rdto Low P.E 2. Test reports No.: NCTL 210-3422-1, -1A. 2. 2A, -3. -3A, -4. -4A, NGTL 210 - 3427 -1, -1A, -Z -2A, -3, -3A, - 4. -4A, signed and seabed by Gerard J. Foams P.E National Certified Testing Laboratories, Orlando FL • Configurations tested: Merkel and horizontal muds units; fin and IOW installation. • Standards used for kuOrg and results: o AAMAANDMAICSA 101/LS2/A440 -05, AAMA 450-00, AMU E1$86 -02 and ASTM E1998-02, TAS201, TASK and TAS203 o MuNions were inqacted with #2 Southern Yellow Fee 2x4, length 92'° and 9.2511* at 50 ft/sec. o Design possum i137.5psf o Water : 10.125psf o Cycdlc Load Test i67.5psf destin pmasure o Large Mid impact, Level D. Wind Zone 4 3. Arschor calculation report No. 5101818 prepared, wed and seated by Luis Roberto Lomas PE Limitations and andante of use: • Maximum dot pressure: i87.5psf • Maximum ,,t„�oi.l,zo� mullah wan: 53 118' • verified IMAM span: 03° • For wlndaw unk sizes attathed to mu i s refer to instsffiaton drawing. • Una attached to muifon must have their own she approval. • Urns mulled verfmaliy without transom may be mulled indefinitely as long as maximum Ludt size is not • Th This product t i6 to to used in the 1�, H,,NHZ. require wind • + product is impact resealed d , and does not require np in wind bone . • the mullion mulled wits ils shall be units. by the lesser of the assembly �; the muuryWl or wind units. fnstttffafforr Muffin must be installed In diet accordance with Installation histruction document CWS-150, Revision A. Window units must be Wigged to substrate acconthy to window mane s ketallation trainrctions anther approval documentation. Certification of Independenar Please rote that I don't have nor will wire a finandia Merest in any company numb or dstribuiffig the ptodud(s) for whb:h this repot is being issued. Also,1 don't have nor will =Ore a Mandel inletWAllitttfAkter iy moved in the approval process of the fisted product(s). o ,0... at- --pro ,r i4 :'l w s �.r •, >Q • O Ripon No.: 5101900 P ce *;ti.• IDEVI IL00[JT GENERAL NOTES 8 EIMTIONB. ANCHOR Mom PROMO DIONVI ....e,.w,....J EXTRUSIONS & MULL DAR eEQTiola v[EpfS„..� IASTALLATICM fl$ CpN� IYd IROP$R1Y� . r . - IlIC � A W�� �T!#� .. MULL tMfi 5TALLATlON REQUIREMENTS 1. T FLORIDA BU�N4CODECURRENTEDITION,@W INCLUDING lrWPfF1 2 c0M 1 BIAA BROWN: 1. AL 2. 4. ALL MULLION EXTIVADONS ARE 8O8946 ALUMINUM, E. WOOD FIWAND AND MABDINRY*PEN NI& TO8E DSJONS'j AND ANDNDRED TO PROPERLY TRANSFER AI.LLOADSTOSTRUCTURE, MN Ale PRAWNS 49 REEPONTDIALITV OPARD$1TEOT OR SAIONIEIR OF RECORD. a GON1RAOTOR E RESPONSIBLE FOR MANDAP4943 STRUCTURAL. INfEAWTY OP WINDOW OPENING MID ALL WOOD FRAMING AMMO WINDOW. 7. REEPONSEIILITYOF BELEcTING PENEBTRATIof PR00ucT8 TO MEET ANY APPLICABLE VOCAL BAR BUILDING OODES ARCHITECT. OFORDINANCES 8U OR DONTRACTOR. Wm+ &APPROVED IMPACT PROTECTIVE SYSTEM E NOT REWIRED FOR TIM PACT IN ARENAS WHERE WMND BORNE DEBRIS PROTECTION S REQUIRED. 9. REFERENCE TEST REPORTS: NCfL 2IQ.3 4.INCTL.2109422.1A, INOTL2104422N NOTL2* Nen 2t6 3. NCR 21044224A, NMI 818, 422.4, P(0Tl. Al AWL Non $t* 34914, NO NO Si0.4VV 2i ?4 P Ai • * IN TWO N N W B MUST APPROVED BEPARAT6 AT+PY.v�9A.r 11. SEE MA CHARTS F00 5UM DESIGN DN PRESSURES. LENOTH AND ARMOR DONEDULE. 2661 12. melt PRESSURE OR MULLED UMT$ mum CONTROLLED SY THE LESSER DEMON PRESSURE OP THE MLILLLON 011 THE INONiSUAL WSVCRS UNIT. 1NSI NGLE 1118 8 TO M MULLED ARE NOT LIMITED TO 11409E SHOWN SI THIS DRAWING. SMILE UNITS TO BE MULL.EDTOOETHER MIST BE M*N WAC1URBD BY =TOM WINDOW MUMS, 4110. AND M. 181 MAOS OUT OP YIMf .PVC. 14. HDRMONTALMUi.L10N SHALL scree T4tE ENTIRE WIDTH OP THE MULLED UNI►. YBRTAIA. MULLION S USED TO MULL SIDE BY SIDE !AMTS 1081)810, t &YEPTICAL MILLED L24ITB MAY BE PA9.LED INDERNITELYARWN ArTl1E moo UNIT WIDTH AND NEWT ARE NOT EXCEEDED, AND MULLIONS APP MOMS AS WI. NMI N. r c IZl 10411#1. TO PER AIM FBC ALQUIRISVENT t079 1 0 tccr•�c. "� 5 ' wig vitt U 3IN +s •r ' ATTACH KUM TO SUBSTRATE WITHP IOWOODSCREWWITHA 11OWMHEROFSUFFICENTLENGTHTO ACHIEVE A 1 Sr MOEN wasoMEN1 INTO SUBSTRATE 4. AT MLIILAQN LOCATION. ATTACH WINDOW UNIT TNRU FRAM$ USING NO w 1 HEN WASHER NEAR TER SCREW STEM A'!1• S. ALL INSTALLATION ANCFIRB MUST BE MADOOF A CORROSION RESISTANT MATERIAL OR COON . d FOR INSTALLATION OF WINDOW WM SES THE APPROPRIATE APPROVED IMSTALLATKON INSTRUCTION. 7. IR 7IL NANCH ORS SHAD. BE Al ACCORDANCE WITH ANCHOR whincruguis 1NSTAA1ION taraucTICNS, AND ARMORS ERN I NOT SS US= tlI SUBSTRATES WOH STRENGTHS LESS THAN THE WORM STRENGTH SPEWED SEWN. • N a'' A6 TALLAITON ANNOR CAPACITIES PCS PRODUCTS HERON ARE BASED ON SUBSTRATE MATERIAL. WITH THE PROPERTIES; `+:" A. WOOD.. MINIALIM SPECIFIC GRAVITY OF ®.0.48 i, t B. CONCRETE • MINIMUM COMPRESSIVB swam TH OF 14200 PSI C. TAMMY • CROON CONFORMANCE TO AVM C40. GRAPE N, TYPB 1(OR GREATER/ ; le. Yj7i1 _ y 2 Pa. so los � L AM 1164111Fir 111111111 111111111111111111116 110010/9 h; 1 11111111111111M311111110773M11117311111110TMIIIIMIIII g; 1111073111101M311 111113C111111111013111111 _11111_ 1_ 1_ 1115 111111 111111M31111 -17TWI 01111731111_ 111177311_ 11110TMI 111r7r311• 11111r3. 1111111M 111111111111(77:3111111111110c1011111 _ 9.9; 111111rE'1 i -'M1 .1111 111 -'tee 1111107'31111 11117 NEM= -X c -;. 11111111. 11111M MIT i _ si t 1 1i'!r 7._ i4r_ 111113 i3z":� ; ■ sr » .1r 1111 is CAM) >ya�� '1111111111117T3N111117.17311111110M-1111/111 vs; 1•117rA 11117K311/1111111 11 an -, iir III3111 - 111107MO 73111111KM 11111M111 - 1 . tom • MirrAill i 1 _L"1111 , 111110 : 11111131111111/731111.117311' 1111017311111110M11111111117r311. 1111U57 ,13 ?3I - 9 10 8.1571 FLANGE ADAPTER 11 543019 MULLIN MINOR COVER 13 P-3495 MULL BA CAP 3* MULLBAR 14-157 ALUMINUM C 4 VW 114•^1. 0- 1 MO" -s• Ne■ 271W L air 4 712' ■•• -4 ALUMINUM 6063-1e (FIN) Mo ww DRIP ADAPTER 8-1372 ALUMINUM 6011348 4 arecoinomattt, Arai swum, time ur 1:11; ; AR" 00r _4 16 ‘.. air FLANGCZAPTER 8-1571 ALUMINUM 6083-T8 $ MULLION IICTERIOR COVER$O18 PVC 00 ea • PEANATER CAULK BY PAYALLER BY ODOM • 0 • 0 ••,• 1 y * • • •740•,4 • • •• ••• ••. ••• •0 • . • r•••• • *4 • •• r1 'I it. 00 I N. a rumor, a.. arromool MIMI N EDER BUM • • • • • �`io►aa. 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'.x o �rx TIC Cg66T IA ti a 4 t .- W �� L ,` 8 •f rml •p Wr10�ON4 ,M4Mi 1`" Q .. dome , .0.,lift;?. • � � ty r - 4 r'At1 1 •,,1,4 4W an, 01& INSIPINIRT ONONOR, VNINWASNIN • • POSIETERCOMIC 6Y IPEVALLE4 • • 1►1• I BY B/ L I 4 1 • ► • •• i NINNINNINIIII It* rC T&M ASCb4W OTl1#TTS MolliNON VEISONNIMNefir PONNASSANNAIGANAININAL i riEWIL I INIOtiwAsas o taggIUM, NOTE: I. mos N muu joN cup Igo Av mom= op WINDOW togn WHEN INSTALLED. 2. FOUR 14 MOOR SCREWS RSOUIRED Pfl&EJUJON PON NASTALLit, Florida Ltulding.Sode Online 1 of 3 BQS Home 1 tog In ! User Registration 1 Hot Topics I Submit Surcharge ( Stets a Facts ( Publications I PBC Starr I SCTS sue Map 1 Unica 1 Search 1 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Uq> Appr FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Address /Phone /Email Category Subcategory Compliance Method Certificate of Independence Referenced Standard and Year (of Standard) FL7067 -R3 / Revision f 2007 ved 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 ## Quality Assurance Representative Ralph Emminger ## Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida Ucense PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE ig Validation Checklist - Hardcopy Received http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... Custom Window Systems Inc. 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 Windows Horizontal Slide Standard AAMA/101 /I.S.2 -97 Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer El Evaluation Report - Hardcopy Received FL7067 R3 COI 510485A (Eval Reo HS -8200 Impact XO 74x54),odf Year, 1997 2/25/10 2:41 PM ' Florida quilding Code Online 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 of Products http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... AAMA/WDMA/101 /I.S.2/A440 -05 2005 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 m 2 of 3 2/25/10 2:41 PM FL ` Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Approved fo use In HVHZ: Yes Approved f r use outside HVHZ: Yes pact sistant: Yes De Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Installation Instructions FL7067 R3 II CWS -157A (HS -8200 Impact).odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.pdf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eval Rep HS -8200 Impact XO 74x54).pdf Created by Independent Third Party: Yes 8. 4 HS 8200 Vinyl Horizontal Slider HS-8200 Vinyl Horizontal Slider, Impact, 111" x 63 °, XOX 4 7PI -e ved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 °, XOX, +/- 60 psf. Installation Instructlons FL7067 R3 II CWS-232A (HS -8200 Impact XOX).odf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II DuPont SGP NOA 07- 1116- 04.o0 FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).pdf 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).pdf FL7067 R3 II DuPont PVB NOA 05 -1208 02.odf FL7067 R3 II Mikron NOA 06 -1220 01.odf Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510486A (Eval Rep HS-8200 Impact XO 72x63).odf Created by Independent Third Party: Yes ' Florida quilding Code Online 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 of Products http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... AAMA/WDMA/101 /I.S.2/A440 -05 2005 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 m 2 of 3 2/25/10 2:41 PM ' Florida $uilding,Code Online http:// floridabuilding. org /pr /pr_app_dtl.aspx ?param = wGEVX... DCA Administration Department of Community Affairs Florlde Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000-2013 The State of Florida. All rights reserved. Privacy Statement 1 Copyright Statement 1 Accessibility Statement 1 Plug -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: 3 of 3 2/25/10 2:41 PM L Roberto Lomas RE 1432 Rd. Clemons, NC 27012 336445-9695 Maraufactmer. Custom Window Systems 1890 S.W. 44 Avenue Ocala, FL 34474 Product Um • 8200 PVC Horizontal Utter - Impact resistant The above mentioned product has been evaluated for complkince Wilt the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 161-72.070 method 1(d). The product tilted herein compiles with the 2007 Florida Bulldhig Coda. Product descrOtion: liteizordal Slider, impact resistant made of white rigid PVC. Frame and active sixth were of welded mend comer construction *waft Tedettical Docamentelata 1. Approval document thawing nwnber CW9-157 Revision A, Mated 08/10121308 sheet 1 of 8. Wed 8200 PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas RE. 2. Test reports: a) Report No.; NCTL 210-3167-1, signed by Gerard J. Ferrara P.E. National Corded Testing Laboratories TAS 201-84 Large Missile impact Test TAS 202-94 Uniform Static Air Pressure, ±67.5 pardesiip' pressure, 775 psf wear Nitration TAS 20984 Cycfic Ponta= Loading 10.0 psf design preserms b) Rraxst No.! NCTL 210-3167-113, shred by Gerard J. Ferrara National Certified Testing Laboratories ASTM 18E03-02 and ASTM 619913-02 ASTM 6 16881E 1996 Large Mash's knead Test, Level D. Wind Zone 4 ASTM E 18681E 1998 Cyclic Load Test, 100.0 psi design pressure AMA/NW/DA 101/1.S.2-97 Design Pressure: 160 psf Water penetration resistance: 7.75 pre 3. Anchor oak:deltas, report number 510153A, pawned, signed and sated by L Roberto Lomas P.E. Lissistions and Cantatas Ouse: • Maximum design pressire 160 ref • Maximum unit size: 74° x 54" • WiminiurnaL0:: 33 Me' x 49 . 13116" • Units must be glazed with WI !GU consisting of outboard the 1/8° Ann - Air -5118" leninabx1 inboard Be -consiethiget. liftAnn - .090*-Dupontilutatile-PV13 intedayer- Iir Ana., pet AS17M E 1300. • DuPont Butaale PVB aterlayer per NOA 05-1208.02 • This product la rated to be used m the HVI-12. • Tints product is impact resistant and does not retains impact protection in wind borne debris regions. • Frame minds, to be white rigid PVC per NOA 08-1220.01 lasteatien: • Units moat be instated in accordance with approval domnent, CWS-157 Revision A. CadifIcafion ofindepwelence: Please note that I don't have nor will acquire a Mandel interest in any company martufactwing or distrauding the product(s) for whidi this report is being issued. Also, !Martha', nor will expire a fmandal interest in any other entity involved in the approval process of the listed productiVe 4 t` * . ... • pic.' - .40 1 ` -. ' .i - . , • .,.• i - -,,. ..... . • - • At owilu,„ i al .... . . . • ,- , .... •. - ,•- . --- 4. -: • ..-1k..- ••••■ Luis RP Lomas. .E..=s...11- 413\ P-4;;/./1::°relfe :;)..‘1411P:11 4.,..,: , .,• k ..-• - .••••*- c ....4"..-•• alt • srS - - . , . ' r 1- -'1 FL Na.: 62514 07i15/2008 Engineering Evaluation Report Roped No.: 610488A aka _ ; ALk. _ 9 . iiiik_7,1111111111.11 11111111111111111111111111 •S; GENERAL NOTES & ELEVAT1014--1 ANCHOR SCHEOULE AND NOTES—.—.2 DESIGN PRESSURES & GLUM.— —.3 SECTIONS & ALT. FRAML--.--...—..4 EXTRUSIONS & BLL OP MATERIALS.........-5 PRoxiaThemoomoiniMmi. . . .... INSTALLATION DETAILS— —...-.—..--(141 z 101211011 occatiiiiiWaiiiiivaraxmon. essmorrea • TABLE OF CONTENTS pVC IMPACT REOUIRIIMENT: 1. THE PRODUCT amowN HERRN IS DEEMED AND MAKIFAOTURED TO COMPLY WITH THE FLORIDA SULDNIG COOL CURRENT EDITION. 2. GLAZING OPTIONS: ME SHEET 9) 3. OONFOURATIONS: IIIX* OR *XV 4. DESIGN PRSEGURE RATINGS iseE SHUTS 3) 44tea71va cum , Lokft- wo. C24, TESTED PRESSURE AND alma TABLES AS131 E -ROME DESIGN LOADS BA= ON, TESTED PRESSURE, WATER INP&TRATION TEST PRESSURE AtE) GLASS TABLES ASTM 81330. & ANCHORAGE: 7149 33 USE mesa waves KAS NOt BEEN USED 24 THE DESIGN OF MI PRODIXT. SEE SHEET $41 FOR ANCHOR DETAIL O. SHUTTERS ARE NOT REWIRED. 7. ALL FRAME:3AM) VENTS ARE FULLY WELDED. SMALL Amor SEAM SEALER USED AT FIXED MEETING RAIL AND JAMS. 8. REFIVENCE TEST REPORTS: HORIZONTAL SUM VW, "X•Ot NOT1103104187.191, NCTI.4210.3167.4 9. BERMS / MOLIEL, DESIGNATION 148.9300. to. WOOD BUCK OR STUD FRAMING TO SE DESIONED AND ANCHORED TO PROPINLY TRANSFER ALL LOADS TO STRUCTURE, RICK OR FRAMING 13 THE ResPonsury OF THE ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH. 0* FIXED SASH 12. SECTION CALLOUTS FROMM ELEVATION APPLY 70 ALL ELEVATIONS DI A SMEAR LOCATION, NHS &W. 44TH AVENUE FLORIDA 34474 107/0741 9-157 INSTALLATBIN ANCHORS TYP 4. MOMS: 1. INSTALL ONE ANCHOR AT EACH DISTAU.ATION LOCATION. 2. SHIM AS REDO AT EACH SET OF IIISTIU.LATION ANCHORS UM LOAD SEARING SHIMS. WA ALLOWABLE SHIM STACK 10 02 VC, USE SKIMS WHERE SPACE GREATER 'THAN 1114. IS mesa 3 SHIMS WALL BE CONSTRUCTED OF HIGH wort PLASTIC OR IIETTER. WOOD SHIMS ARE NOT ALLOWED. 4. Mr DM. ELCO TAMS MASONRY ANCHOIS NIUST BE OF SUFFICISITTIDMITH TO ACHIEVE A MW. EMBEI3MENT OF 1114. INTO MASONRY THRU THRU 1 BY WOOD BUCK INTO MOWRY. A MINIMUM EDGE DISTANCE OF 2 Ur SHALL BE ACHIEVED. 0.410 WOOD SCREW ANCHORS MUST BE OF SUFFICIDIT LENGTH TO ACRE% A MIN. BABODIVENT OF 1314. INTO 2 BY W • . BUCK. S. INWOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MAL EAVIEDMENT OF 1 1/2* INTO 2 BY WOOD BUCK FOR FIN INSTAUATION 7. SEAL CORNERS WITH SMALL =MT SEAM SEALANT. S. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. E. INSTALLATION ANCWORS SHALL BE N ACCORDANCE wrat ANCHOR VANIPACTURERS PISTALLATION INSTRUCTIONS, AND MOM* SHALL NOT BE WED 01 SUBSTRATES WITH !STRENGTHS LESS THAN 1112 MINIMUM STINNEITH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERM ARE BASED ON SUBSTRATE MATERIAL WITH IHE FOLLOWING PROPERTIES: A. WOOD - SPECIFIC GRAVITY 03 0442 B. CONCRETE - NOWLIN COMPRESSIVE STRENGTH 033,2Q0 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-20. GRADE N. TYPE I (OR GREATER). MIUMIEUMINOWIROMMAL 1l INPORIAMOVerfamimerjaurm wwW=.10u4 4 . MAX.ITYPI - 1 MAW. D.C. I MEI C MIL (RP) BEV NOTE x AVENUE 34474 v I 10 1 - 1 ,.6-4,11811111 aimiam WAWA t %et; .1 4 a e A • IP • et. s 0,1?* t■tfel: r e ll **0 . • 1: 0 1/4 ape( It It P 0 1)=IRA . 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IhfPACt 4APJ z1; 11.111111:311 4 5 7 5 10 It 12 13 4 15 14 12 1$ 21 23 24 22 24 rt 23 23 1 13 13 .31 3' 37 do 44 44 411 49 SI 52 53 14 ag • ' EXTERIOR FARM AY OTHERS BY If TALLEA1 ALAX ARNOW 1 FRAME WINDOW ME FEFMMTER BY CAIA 11 EXTERIOR RES STOWERB H I j1 WW1 COMORETEASISONFIV BY OTHERS • ' 1 4• 4 100 �•s' • SP•y — P• • •R •,P•i• •P• •• • • • • P• (ONVERTICAL SECTION BETWEEN SUCK AND OPENE4O el OTHERS b tWtL &ABE. 01 O EMBEDMENT) 1 1 M( SOT.) 114'MAE WEE NOTE2 o30N AI/T.21 1 BY OT) ANCHOR CUP INSTALLATION ANCHOR, MIN H& MASONRY ANCHOR. 3/1r DI 1 q NRY ANOHOR. t BY OTRIES t v4• OEM EIMIESIMENT) KEAN N...) at 1 , 6, • 4 6 , • CONCRETE/ 4 • • R 8YOf '• 6 , • • •• l e„„ irs••• OA SEMEN � r - VA• MAX .E NOTE2AaONEMMA ANCHOR INSTAUATION ANCHOR. EMMA. MASONRY ANCHOR. —1 WINO= =IC SYOT MS AMON JAMB CIE PERIMETER CALM 04STALLER /E1 N NR p t11 %Al CLIP WNW PRIER SUL PERIMETER CAIXR BY INSTALLS1 BYOTI 8 •'p;e d:e A• . sA � • • � .,y A• .0,'•A 4 • A A A e•A• , t .,A . , ::e ' p:e • • +•• .4•b• A.►d _ •vI - b� • • A BY OTHERS ALTERNATE PRECAST BM.L DETAIL CUP R 14STRA Y) AND . TFl M1T1711Oorma pp19K469T14E PROPEB7Yw l S M, L 04 YREP GT INPA TORAS4 114r • R. 140. OMe �' •.. t Ct6TOMWYn a •: !00.18 :• 114' MC SW (SEE NOTE E A 30N SKI. Al FRAM INSTALLATION ANCHOR, 3N6' OM, MASONRY ANCHOR. 1--- 114' MAX ISM NOTE2a3UNSHT.2) pant EMEEOMEMO glAN HORIZONTAL SECTION CUP SNOOD) c. o /.; w'N n A MATED PER NEW i$C REeOU) . I i/O f WINDOW MATS I ION • 's • y e • . • , • i ► OTHERB ,6i KEMSEOMENTI ;6• ;i • • a INSTALLATION ANCHOR. • $ 410W000 AWOL • A* a. 6 • ® � mD OPEN BY • . • p a UMW= fiS WACUP OETAL • LA EXTERIOR MEM BY OTHERS MILE 7/1812260 CINA-181 A OFB EXTERIOR MEI BY OTHERS PERDNETER WAX BY WALLER WINDOW FRAMS SII PERWETEMULH m' EWA EXTERIOR FP1QM STONERS CONCRETWWWCWRY BY OTHERS CRIER BERNEEN BMX AND OPENING BY OTHERS LUZ IRK EINIE CONDRETEANASONRY BY OTHERS a • *a • Is • at • • ••• • is • p• • Is a •• f 9 CV 11!! • r• .• 4. IP • 60 ■•e. • • • 0‘, • s• (TIN YEEDCAL SECTION VI/ FRANS (WLEINRY) a • • •* • S RON EBBE DIST( ALLATICEI ARMOR, am ma WHEW WN:EMS T WASHER RIM SCREW 1 SY WOOOSUCE BY WIRERS CAULK UNDER SCAM HEAD BY **TALLER r 4411 SW' IN' 104 ME WM RI ON BM r0 CAIRN WWI SCREW Ws Ef INSTALLER INSTALLATION ANCHOR. SHE EA. W SCREW ANNECIPRENE ASHER THRO SCREW IIIIONSTIENGRISTRUCTURAL GROUT SY MERIN r-114° NAASHIM t (SEE Nom II 3 ON Site STOOL OTHERS USE ID WOOD T TO NM SILL LIMIL, BY Emma 18YWOODBUX BY OTHERS (VS WTI 2 &30N SW. E) TAU UNDER SCREW HEAD SY INSTALLER LWE (NEL OWEINNENT) (6EE NOV: 3 ON NITA CAM( UMW! SCREW HEW sr INSTALLER N (mita DIST.) Ler (MN. BEMENT) • 9 • AUL NON2011•7, ‘2. Man OMSONRY, WINDOW FRAME SILL IHSTALIATION AMINOR, WE DIA. PERIMETER MUIR W=TIWORV BY POTALUSI EXTERIOR WWI SYMMS WINDOW MAME PERIMETER OMAR JAMB at/ WSTALLEI EXTERIOR MINI EN OTROS I or, 1 I o 47 .4 0 .• I i ' " O w . • • a t• . • , . , *.elt. • p • , k, .. *f be P." eo • c t. ' 0 o le I) 0 e , •* ••°:- • IP . , • * , t CONCRETWINABONIE / (MIN EENE [asp sue BY MEM friALTERNATE PRECAST BEL BB ■21 PENNE MASONRY) Lug .••• X * ;A!. r.• , . .., .. . „...,. ....,:: .... ,. , PAIPL EMBEDMENT) f . , P •%" 's• 1 • 0 ..:' ;•. . \ ''' '' .. ' ! '. . ' • n PAOMINAIN AND .;.. 4. t. TM UNTAllets Win WAWA& 6 1 44114 = Me 4 nult"1":1411 14 ' ' ite MAX WIN Iser NOTE 2 13 ON sla. st) INSTALLATION ANEHOR. VW DK MASONRY MEW SACKED WASHER IHR REPORT. MUIR UNDER SCREW HEAD Et I/WALLER FERRETS! CAULK BY INSTALLER EXtRaL HASH ININIERINTAL SECTION ‘..7.1 Fame Motet ORM • INSTALLATION ANIIBICK • MO WOOD Atr.,HoN LW ammo • • astr *MEIN • SUPPORT. BY BY M WOODBLICK ORS " a • to CAULK SEVEN BUCK AND WEISE BY OTHERS • 11111111111111. riaR111111111111111111 `" „ A I UPDATED PEA NEW FBG REOUIREMENTEI 107/07/08 Vilma S.W. 44114 AVENUE .„ FLORIDA 34474 • INN r • ,. • MOWN OF SHEAININI3 SY OTHERS f &WPM CAULK WAND FPI SY INSTALLER &WM PERIMETER CARLE SY INSTALLER WINDOW FRAME HERO WINDOW PM4E SILL DAUM( SIDEM2 FIN BY INSTALLER WEHIDOMENIT k141111111t1IFFIMIIIII:TALLASY:1°P413YOTHEASWAP469314:ap BUM( ..161w.... WCCPUICIIEVI 611111 I 111111 PISOWS t ; Ur WAXMAN ISEE NOTE a a 3 ON BHT. F _Vir MAX ISHIM MEE KOTE S °NSW. 1 BY WOOD SLAM BY OTHERS RtAATKN 0 W000 SCREW pol.Mumem SW= It EXTERIOR FRESH SY OTHERS VW PORN FIN gum NEN& ftt Et =SECTION +.1V FIN SNOW) paatamay MD 00101111M4 • • • '4. • , ° MVERTICAL BECTON 11113 CON11040 IMIS ORONO IS Bate PPOPEr • FL. P 0 I trafger s ac a r ausTai REIVAIN s faa c t:WHO pacy tk ro , r MP 1191X SWIM WEENOTE ItEa ON WIT.* WOW FM AND rriEI TALLER WRAP PERIMETER CAULK BY DERALLot 11' ES WOODSMEN INSTALLATION MINOR. , SIITL" LK 44TH AVENUE FLORIDA 34414 LET OAR ENSEDLEDM A IMMO PER NEW MO PIEOLEREMEMFS OMER DOTAL - 111 ,. 19111/868 1;36i" 11111111111111111111 ows- ILIM.1111111111111111111111111airiiiill311' 8 0P8 FloridaBuilcCode Online Community Affairs ECM1inim "Agin lsrRegOatOn lohnitikirearge StesSfatts PaIWMm - B Sleep item Searc Product Approval Produ± i > Product Or AOQlkatbn Search > FL # Application Type Code Version Application Status Comments - Arrived Product Manufacturer Authorized Signature Tedinical Rive Quality Assurance Representative Addih /PhOtuyEmaii CetegerY Ste* Compliance Method hup: / /foridabaildiugorgIPr' /lam app _ dth P w'GEVXQw it... Custom Window System Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevretircws.cc Michael LaFevre rniafevre@cws.cc Michael WFevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Eict 201 MLaFevre@cws cc Ralph Emminger ## 1900 SVL44t9rAvenue WI Systems, Inc. Ocala, 344 (352) 368 -69 r Ext 208 Raiph@cws_cc Windows Fixed Florid Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist Hardcopy Received Eval Report from a Florida Registered Architect or a Licensed Professional Engineer Evaluation Report - Hardcopy Received Certiflcateof Independence [L5859 R3 COI 510188A (Eva! R" P PW 8300 Inlua i).pdi Referenced Standard and Year jof Standard) amMWM Year AAMA/101/137/A440 05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of 3/9/2010 1:40 PM P1. • Model, Plumber or flame Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact thrifts of - - Approved r use In Approved . use outside Impact R - - k-- - ■ , . Yes Design - ----.. . N/A Other: , !,- Missile, 76" w/heat - • engthened glass, DP = + 55 psf (Impact Instelledfon Instructions HUM: Yes FL5859 R3 II CWS-159A (PW-8300 Impact).pdf HUM: Yes FL5859 R3 11 DuPont PVE NOA 05-1208 02.ocif FL5859 R3 II DuPurn SGP NOA 07-1116-04.01f A 5809 R3 11 Mikron NC)A 06 1230 01.prd x 62", DP = +/- 67.5 psf (impact Verified By: Roberto Lomas 62514 SGP). 'Large Wilssile, 48” x 72", Created by Independent Thini Party: Yes w/ annealed glass, PV8) Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW-8300 impact).pdf Created by Independent Third Party: Yes 58592 PW-8300Vinyl Fixed PW-8300 Vinyl Fixed Impact WindOw. Utnfts of Ilse Approved for use in Approved for use outde Impact Resistanh Yes Design Pressure: +67.5/-67.5 Other Large Missile, 72" w/ heat strengthened glass, instalkelon instructions MHZ: Yes 1- Lii-1S9 R3 11 CVIS-33 / (PW-S300 Impact 72x76).pdf Hififit Yes FL5859 0.3 II DuPont SGP NOA 07-1116-044AI FL5859 R3 II Pvlikrort NOA 06-1220 01.pdi Verified By: Roberto Lomas 62514 x 76", DP = +/- 67.5 psf (Impact Created by Independent Third Party: Yes SGP). Evaluation Reports FL5859 R3 AE 510870 (Eval Reo PW-8300 linOact 72x76).pfir Created by Independent Third Party: Yes Florida Building code Online • Equivalence of Product Standards Certified 13y Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved hnp://floridabuilding.orgipr/pr app dtaspx?paramwCiEVXQwtDqt... Method 1 Option D 12/19/2008 01/05/2009 01/09/2009 02/03/2009 PCM4slaasisaallan Dapatiment 041008mrsaity Affstks Ritelds Beikfilittode Odin codes and St endirds 2555 Shurnard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Fax (850) 414-8436 2000-2010 The State of Fbrkla. Al Mitts reserved. assoLeaummt 1 ComstilMasswet ISCESONSI2StSMent 1 ateAs=5SSMI1CMSIMSOgnItS 1 04MaCO& ftedlet Apprawsd Aarptem CDMEIE:1 2 0f2 319/20101:40 PM Unit Max DLO. • • • Pressure - - , , , • int - - ct - , , , Up to 48 451 - x69 1/8 *55.0 Pe Large and Small Merle Impact Up to 62'x76 59 1/8x73 1/8' s67.5 Of Large and Small Miss% impact s L Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodttrd Rd. Clenorions, NC 27012 Report No.: 510489A 336-945-9695 Manufacturer: Product Line: 8300 PVC Fixed Lite - Impact resistant Compliance: The above mentioned product has been evaluated ke compliance wfth 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 Requirements of the Florida Building Code. • • • • • 1012 Custom VIlindow Systeme MO S.W. 44 Avenue Ocala, FL 34474 Product description:. Fixed window, impact resistard made of whte rigid PVC. Frame is a/welded mitered comes construction. limitations and Outdid:pas of use: Supporting Tecirrikei Documentation: 1. Approval document drawing number CWS-159 Revision A, Med 8300 PVC Fixed Lite. prepared. signed and sealed by L Roberto Lomas P.E. 2. Test reports: Report No.: NM. 210-3169-1, signed by Gerard J. Ferrara P.E. National Certified Testing Labondories, Orlando, FL. TAS 201-94 Large Mee* Impact Test TAS 202-94 Uniform Stade Air Pressure, t67.5psf design pressure, 15.0psf water Metal TAS 203-04 Cyclic Pressure Loading 1:67.5psf design preSSUre 3. Report No.! NCTL 210-3169-1A, signed by Gerard J. Ferrara RE National Certified Testing Latioratorles, Orlando, FL. ASTM E 181103-02 and ASTM E1996-02 ASTM E 1886/E 1996 Large Missile Impact Teat, Level D. Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *81.5 Psf dos* Pressure 4. Report No.: NCTL. 210-3275-1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories. Orlando, FL TAS 201-04 Large Wane Impact Test TAS 202-94 Uniform Static Akr Pressure. *67.5os/ design pressure, 15.0psf water inliltration TAS 20644 Cyclic Pressure Loafing *55.0pef design pressure 5. Report No.: Nen 210-3275-1A, signed by Gerard J. Ferrara RE National Certified Testing Moratoria% Mande. FL. ASTM E 1886-02 and ASTM E1996-02 ASTM E 1886/E 1996 Law Maki impact Tea Level!). Wind Zone 4 ASTM E 11306IE 1996 Cyclic Load Test. 1515.0psf desks!, pressure. 7. Anchor calculations, report lumber 810181A, prepared, sigiwid andseatedby L Roberto Lomas R.E. • Units up to 82'y:76 mist be glazed with 719 consisting of outboard tie 3116' HS -Air -laminated Inboard fee 40718101ing of 3/16' HS - 0.090' Sentry GasPlus by Dupont - 3116 HS per ASTME 1300. • Units up to 48 may be glazed wfth: o 718" IGU consisting of outboard 1110 3118' Mn - M- laminated Inboard lite consisting 01 118' Ann - .090" DuPont Bidecite PVB !Medawar - Ann per ASTM E 1300. o 718' IGU coristsling of cortboant 1110 3116' Ann - Laminated Inboard Ste consisting of 1F . „ .090' Solute Welt interlayer -118" Ann oar ASTM E 1300. DuPont Suter:its interlayer per NOA 05-1208.02 .0164 . ••- •.• - • • - Saluda Semi interlayer per NOA 06-0206.01 14'. • ••• -r• C. Sentry GlasPlus /*LOA 07-1116-04. TM; product is reed to be used hi the HVHZ. - 0:* . This product is kismet resistant and does not require impact prttection in wind borne FIRM matertal to be whfte rigid PVC per NOA 03-1220.01 er, • 0 c• • 4. • LuieR. FL No.: 52514 • - 1W01/2008 - c bt , g7 •?•:" L. Roberto Lomas P.E. 1432 Weodfrod Rd. Cam, NC 27012 M445-9695 202 Engineering Evaluation Report Report No. :31O188A Installation: • Units must be installed in accordance with approval dot:went, CWS-159Flevision A Cerecation of Muse Mew rye that 1 don't have nor will acquire a tinanciai interest in any company Ong or distribudno the product(s) for which this report is beag issued. Nso, 1 don't have nor will acquire a financial Interest In any other entity involved in the approval process of the Med product(s). • m.R • 1L 1 114M111.111.1 1 OP 12 73 tie MAX OVERALL RAMIE HaMMT 72" MAX 42 1/4' MAX. OVRRALL RANGE WIDTH 4r MAX UNIT *ACTH 42.1ilf GEM 010 TABLE GENERAL NOTES & ELEVATONS.....1 ANCHOR SCHEDULE Et NOTER....-2-2 OR CHART & SECTION VIEWS-----e EXTRUSIONS INSTALLATION DETAILS ----10-13 SNOW 23 711/4' MAX. OVEMLI. FLAME WOW REN OPTIONS MAX SIZE • MS LAMINATED 0 +67.5/47.5 DESIGN PRESSU 7ft MAX 23114' MAX MAMA RANGE Wt2M4 sr MAX tiff WIDTH Mike MAW DLO - • , 7132,2722770mAstrusmam • frooticattuawitta tiqcovtwootsmesolui movary • : mew ()imam TWAT ORICIAga PEMBSIONOFCISTCNIVINDOW5/874118•011111 ...ff. A pvc &PACT REVVICOMEHTt 1. TM PRODUCT SHOWN HEREIN IS DIMMED AND IMEWACTURED TO COMPLY WITH ms FLORIDA NEMO COOL CURRENT ionoN. 2. GLAZING OPTIONS: GME SHEET 71 3. CONFIGURATION: FIXED LITE Nr. 4. DESIGN PRESSURES: (EU TABLES•SHEET fl -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GINIS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON =TED PRESSURE, MITER INFILTRATION ?EST PRESSURE AND GLASS TABLES ASV 51301 5. ANCHORAGE: THE S3 MIS STRESS INCREASE HAS NOT SEEN USED EN THE DESIGN OF THE PRODUCT. EIM SHEETS 10-12 FOR AtsIONOR MAL. e. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. REFEPENCE TEST REPORTS: NUL-210-310U • NCTL-210.313N1 NOTE410432 NCTL-210-3270-1 0. SERIES / MODEL DESIGNATION PWESIO. 10. WOOD SUCK OR STUD FRAMING TCI BE OESIGNED AND ANCHORED TC1 PROPERLY TRANSFER ALL LOADS TO STRUCTURE. MICK AND FRAM 29 RESPONSINUTf OF ARCHITECT OR EMMEN OF RECORD. Is•Ve.t. • -.0 LOWS FL PE. 1W4 ' * v. • •-•.k.1"...1.• 0..."d "rr:..11;*'',e".4.,.,"4".,7,,r4 • r. • `3,0•• InNt.. - 04Y- • e • ste#41 .• V% t f l■AN 1.;•.•• ? ,•14. RiGSEIMJ:13 .,23.4 BENOMMIIIIIIII . 11111111111111111 c MIDI, 16 MATE O. SEE ROTE It 1 1--- s ,_._ � It MX. 0. OTPI POTALLAT I 'AMOR (TYP NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, 2. SHIM AS REDO AT EACH BET OF INSTALLATION ANCHORS M ING LOAD BEAFIING SHIM. MAX. ALLOWABLE BM M STACK TO BE 1/4°. USE SHEA WHERE SPACE GREATER THAN 1116" S PRESENT. SHIM SHALL 8 Y ;, 1 ". �t • try SEE NOTE I OR BETTER. WOOD SHIMS ARE NOT ALWWEC. 4. W18' D116 ELCOTAPCON MASONRY ANCHORS MUST BE OP$UFPIC1ENTLENGTH TO ACHIEVE AMIN. ENEEDMENT OF 1 114" INTO MASONRY T RU ) FRAME 1INIiU 1 BY WOOD BECK INTO MASONRY A M HOGS DISTANCE OF 2 V2' SHALL BE ACHIEVED. �" S. I10 W00D SCREW AMiGHORS MUST BE OF SUFFICIENT LEMUR TO ACHIEVE AMIN. EWEEDWENT OF 1 9A7" INTO BY WOOD BUCK, S. 08 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO BY WOOD BUCK FOR FIN INSTAUATKNN 7. BEAT. CORNERS WITH SMALL JOINT SEAM SEALANT. S. AU. NSTALLATI IAANCHORS MIST BE MADE OF A CORROSION RESISTANT MATERIAL 01 comm. S. W4STAUATION ANCHORS SHALL EE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 0ISTALIM ON INSTRUCTIONS. AND ANCHORS SHALL NOT , SE USED 01 SUBSTRATES WITH STRENGTHS LESS THAN THE MI INIMUM STRENGTH SPECIFY BELOW. • I8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITh THE FOLLOWING PROPERTIES: A. WOOD- MINDAU41 SPECIFIC MANN OF 4=0.42 B. CONCRETE • IMO+ INAA COMPRESSIVE STRENGTH OF LEE PSL C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0•0. GRADE N, TYPE 1 (OR GREATER). YtTi1NCONTAT�1 INICOI Th300 . Tip QTY 83, C7NN P A OF �IB10N Wl1WOW 1618. Q1C. BR TD 40.1 T1' .Y4 c• a i:1l, FRI2 UPI*tir 1N' BILL Itt MAX 0.C. Cri m4X.o.c. rc mom (NM trYlsi =ME A OA% RAIL O.O. C MAX C flac aE MAX.O.C. DWI g MAX firfn MAX c.c. MAIL ITV) MAIM IX MX O.C. T Th BaX c.C. C fral lat ELLIPAE IC MAX MC. (TYPI WM. ITYPI C MAX. IC MAX.= (TYP) # 411111111111L MEM MMA MOO ' • j-i' 41'14 min lle MAX 0.C. *A. C MAX. *t. • 1. • • / • - ITT, . . 141.E6N - 6 • PMMANAINNINMOMIXIVL INTORMATON Ammo vas omMksiMmlif mimmuzitatti mum Smnats.0x. APPIOIMICTIONINFAM OR AS IMMO worm RRIASSOCNOACMMUSAVAMOW SYSTEMS, PC ISPAMADIMM" ktax cAL CrfPi ft a v. st g- , • a Ft. PA. 82$14 A UPDATED NoTE: I.SEE$HEET2 FOR DETAILED ANCHOR INGTALLATION REOUNIEMENTS L THRU FRNAE OR OUP -113I1LPPMWOOD OPB640. L °VENNI. SIZE MUST Nor MOD THE KU OVERALL ern OF RECTANGULAR wINDOWS ON SHEET I. 4. FOR UNITS IN1114 DEEM FREIBURG OF +/ - VA LOCATE ANCHORS 13* MAX. 0.0. PP NEW FEIC REGUIREVENTE 10 44TH AVE. OREB P4174 FLO ANCHOR SCHEDULE LARGE MIME IMPACT M54003 3 OF WA Gal MAMMA rearmArraecormeau. 1 " 1 " 1 ""NsWr i anarcA ls oriatvi4n E rvfiTHWive I Maiatett4 • 611;17 ' 0 • .0 %. . 4 ' 11...0 <11. .?1,e04.0$4 V MEM NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS TIME/ FRAME. OR CLIP - MASONRY/WOOD OPEMAKT. 3. MAX OVERAU. SIZE SAIST NOT EXCEED ME MAX OVERAU. SME Of RECIANGIAAR WINDOWS ON SHEET 1.1741J Q.C. c *1 UPDATED MR NEW MG RECINRIEMENTS 107107/08 - , vnsreoos 1 4 OF 12 MASA BUMS ARUM CITFI L1 . W MAX. �oc. MEM $fl f • •' 7. •® V TICiniumnaliC tratilIN THIS is THE Imo PAUFOWY • L�� • BT®19,we.AYr IiPARTOA A rd4lL2 sv Ft.P,B • H ON IOYW1 It &tees .B Ppf__ A I UPDATED NOTE �A1 LHEEr2 FOR DETAILED ANCHOR 2. THRU NAILING FIN - WOOD optima. 3.1RAX OVERALL SIZE MUSTNOR EKCEED THE MAX OVERALL STIE OF RECTANGULAR RINDOWS SHEET 1. PER NEW FRC REQUI 7107106 SW 44TH AVE. r A Fl OWA1A 2447,4 U ARCH. FIN ANCHOR HEDULE• LARGE M1221LE IMPACT QAIHC 9H6)M1MYEi ���• NTS �iEll. LUITtRt - A B. OF r12 AVM t. SEE SHEEt 2 FON DETAILED ANCHOR INSTALLATION RECOMMITS 44 +551.55 ..t674 X 674 +551 -55 +551 -55 +551 -53 h&Anall1111111 -" 7 OF 12 ±551 -55 +551 -55 +551 -55 +351 -55 +551- 5 +551 -55 +67.5•/ -67 +551 -55 +6': /1 ' 72 +551 -55 +551 -55 +551 -55 +551 -55 76 -6 ±074 / - 61.5 6tt:bi:66 • CLASS TYPE A.H.C,D.E,F,O,H A.B.C,D,E,F,G,H a.B.C,D.E.F,Ci,N A.H.C,D,E.F,cUI a,E.C,D,E,PAH ,1/413.03,E,1+,4H N A,E,C.D,E,F,4H 12 +551.55 + 55 1- 55 +551 -55 +551 -55 +551 -55 +551 55 +551 -55 +551 -55 +551 -55 +551 -53 20 +551.55 +551.55 +551 -55 +551 -55 +551- 55 +55 / 55 +551 -55 +55/ -55 +551 -55 +551.55 +551 - 35 +551 -55 +551 -55 +55 1- 55 +551.55 +55 1.55 +55 1.55 +351.55 +55 1-55 - +53 1-55 36 +531 -55 +551 -55 +551 -55 +55/ -55 +551 -55 +55 1-55 +551 -55 +35 / -55 +551- 55 +551 -35 UNIT HEIGHT (IN) 44 48 55 1- 55 +551 -55 +551.55 +55 1- 55 +55/ -55 +55/ -55 +55 1- 55 +551 -55 +55 1.55 +551 -55 +551.55 +551 -55 +551.55 +351 -55 56 +551 - 35 +551•55 +551.55 +55/ -55 +55/ -55 +551.55 +55 1-55 64 +55/•55 +55/ -55 + 55 / - 55 +551 - +551.55 +551.55 +55/.55 WIDTH (IN) 14 20 26 32 38 48 52 56 62 GLASS TYPE A 1' mew. 31ir ANNEALED 1/R" AIR SPACE 9118' LAN! OLA98 178' ANNEALED SOP PM 178' ANNEALED 718' OVERALL 3H8' ANNEALED 318" AIRSPA01 SItW' LAID GLASS 1/8' ANWALED 3f87' PVS t!3' ANNEALED ua' CLASS GTE GLASS TYPE F 1' OVERALL MP TIWSRED MP AIRSPACE 5118° LAMIGLASS 18' ANNEALED 3137' nil 118' ANNEALED 7AL' OVERALL 8/18' TEMPERED 9/8" AIR SPACE 5/18' LAW GLASS 1AY ANNEALED 3/92' PVS 1/8' ANNEALED GLASS TYPE G 1' OVERALL 31t8' NEAT SMOOTH 318" AIRSPACE 7/W LAWMAN 3/t8' *EAT STRENGTH 3/92' PVS 3/18' HEAT STRENGTH 718' OVERALL. 8/18' MEAT STREAM 1/4" AIR SPACE 7118' LAMIGLASS 3118' H@AT STRENGTH 3199' PVB 3/18' HEAT ST9}F.NGTH 1' OVERALL Mir TEMPERED 30' AIR LAWMAN 81'18' HEAT STRENGTH 31' PEE 3/18' HEAT STRENGTH GLASS TYPE H ot>tiru�o awa6s�TAe�eTr+o1� ' wn ®rs S: isA 718' OVERALL P18' TIERED 114' AIR SPACE 7118" LAMB GLASS 3118' HEAT STREWTH 3132' PTO 3118' /+AT STRENGTH � USE MASS TYPE•O,0.©,8 NOTE: 1, IF SIZE INTENDED IS MOT SHOWN, USE NEXT LARGER 812ff OVIDIALL FIANOE HEGHT HENIHT 324310,..481101.1=1 WV woof OVERALL RANGE WIDTH WV= ELBOLISIBIZCII61X91121 ALTERNATE EIMERAME NOTE: * iTEM$ 8, 1144 ARE USED, Buy- t NOT SHOWN FOR ciARrry • ,,t* viI400w Maw we. mmmeTioN Run 04.44wHiu. RIF.W 4 . • 0 • 41; 07,0,0610 The WolitoVenti caorgoaspl is no log rpaifirtOp ! WittITEN MAMMON a. atErromtveaDow swam, MCA ' a ' • . , SW 44n1 ANE. 'FLORIDA 34474 T. WA" kW. F FRAME - T ILE ff4FACT ...417 rota/snot ItL 80! la Item* Part 1 11-600613 2 H-60068 3 H-60068 4 H-60068 5 S-6015 6 S-6016 7 S-1504 8 P-3752 9 P-3438 10 P-3352 11 P-3684 13 P4881 14 P-3613 15 16 H-6006A 17 P-3113 18 S-6009 Den Fr PW, Main, Head Fr PW, Main, Sill FT., PW. Main I. lb. Fr PW, Main, R. Gz. Bd., FEL (3/4 O.A. 1.G) GE. Bd., Fxd. cur O.A. LG) AnetiorCliP Ca Plug, 1/2" Hole Hot Melt, TruSeal, "Hr Set. B&,•85 Dar., ur xyr x2" 14. PIN-8300001d Cert. Label, NPRC Tab Temitonuy LbLiNFRCIDP) CWS IN, (logo) Glass, Fixed Fr. Main, PVC, Fm Screw Support for PVC Oa Bd., Fiel. PVC FRAME RAW H 6006 B *Itt wr *— PVC GLAZING BEAD - 5.6009 tear ANCHOR CUP S - 1 ALUM - 91189-Te PLAN VIEW OF AN‘14OR OUP PVC GLAZING BEAD - 58015 V W • 4 . 7V 6 to A • S . • A - noriermitwancesonanaL _ , • ccd/rA ""miwiriariMaicaPT"' 4 smuciamomeam.,-. • %. • Ar■ . 5 1 . • r 7 g•%7P.., ,.•■• PVC FRAME FIN - H 6008A 1 SCREW SUPPORT - P-3113 SW 44TH AVE. CORNER WEUI (ALL 9109E9 PVG GLAZING BEAD • S 8018 A UPDATED PER NEW PBC REQUIREMENTS 10 " I A 9 OF 12 UPDATED PEA NW FEE ERADAEMENTE .107107100 �OPENENd OTHS ENTEROR maw Fly OIMBR PBRSMTERCALtK BMINSTAU.ER WINDOW HEAD P !•,• • ' •P �•• • • • WINDOW FRAME 8EL1. PERBdETERCAULK BY INSTALLER EXTBSOR BY OTEERB� . i • • 1 4• e 1* • • +• • • • •• a .% +'• •A.. a Me ' 11.a aA:e• M• COMMTEMASONRY BY OTHERS OPENS BETWEEN MOTHERS MD a ANCHOR CUP 11IA' Win eliseomem (MK EDGED i U6� EMSEDMMT) IYOTHERS U4' MAX BHDA Mit NOTES& OUT INSTALLATION � 3I1B'OIA MASONRY ICOiT4CR8TB ANCHOR,wir DIA. 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IN WOOD SCREW ANCHOR 4 1 1.15[ *MI, EMBEDMENT) 7 BYO RS Lite MIDI WM IEEE NOTES& 3 WENT 2) I` ENOTE2E3ON8HT2) le WOOD SCREW MINOR PETTAUXTION ANCHOR, BY OTHERS HXOTIlOA RAN 2 B BUCK re 1xHE Car A191 ® � a. L . 1 $Y 990 ANY U0fl0N PAB p�ABArAiO49 a IL. De' MAX BRIM 1 � (BEE NOTE EI3ON BHT 2, Met (IAN. EXIBEDMENT) BY WA INSTALLATION AN:HOK !I WOW SCREW ANCHOR • _• rtaria�alR�it.! 'LOLL mo L ,;;•r• e • oQ ~ o ▪ ff RIMA 34424 } tea Fit1�iRlf WINDOM WRAP BY ALLER PMEMETER OAULK BY INSTALLER O a1 WARM FRAME UPDATED PER HEW FRC REQUIRE ITS 1O7A07418 • A a ♦gird Q6 • c ,' O y • Gi; 4. - t- k ne 4 .. 4 '11 6745 1100 AV:1;10 .1 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DG AMERI -5 DATE(MM/DDNYYY) 04/07/10 TYPE OF INSURANCE PRODUCER BUTLER, BUCKLEY, DEETS INC. 6161 BLUE LAGOON DR., STE 420 MIAMI FL 33126 Phone: 305 - 262 - 0086 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSUR® AMERICAN STORM PROTE ION CORP 17090 NW 7TH AVENUE 110 MIAMI GARDENS FL 316 INSURER A: Scottsdale Insurance Co INSURERS Redland Insurance Company 37303 INSURER C. Guarantee Insurance covey 11398 INSURER D EACH OCCURRENCE INSPIRER E PREMISES(Eaoccurence) I lit VC/LILACS OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HERON IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INO LTR MAIL NSRC TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE (MMIDDNY) POLICY DATE RAMON IDDIYY) LIMITS A GENERALUABILITY X COMMERCIAL GENERAL LIABILITY CPS100561 03/06/10 03/06/11 EACH OCCURRENCE $ 1,000,000 PREMISES(Eaoccurence) $ 50,000 CLAIMS MADE I X I OCCUR MED EXP (Any one person) $ 5 000 GEM. X PERSONAL & ADV INJURY , $ 1, 000, 000 GENERAL AGGREGATE $ 2 000 000 AGGREGATE UMITAPPLIESPER: POUCY n JJECT n LOC PRODUCTS - COMP/OP AGG , , $ 1,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS RICFL0003789 01/23/10 01/23/11 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 25,000 X BODILY INJURY (Per accident) $ 5O 000 PROPERTY DAMAGE (Per accident) $ 25 000 i GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ C WORKERS COMPENSATION AND LIABILITY EMPLOYERS PROPRIETOR/PARTNER/EXECUTIVE ANY PROPRIETOR OFFICER/MEMBER EXCLUDED? I yes, describe under S PECIAL PROVISIONS below GWIC301002775 — 110 02 02/22/10 02/22/11 X ( TORY �MI I ER E.L. EACH ACCDENT $ 500000 E.L. DISEASE- EA EMPLOYEE $ 500000 E.L. DISEASE- POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS FAX: 305 - 796 -8972 Apr. CERTIFICATE HOLDER City of Miami Shores 10050 N.E. 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. r, 'PRES aVdie I ACORD 25 (2001/08) 2010 1:37PM CANCELLATION No. 1296 P. 1/2 © ACORD CORPORATION 1988 Apr. 7. 2010 1:38PM No. 1296 P. 2/2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORO 25 (2001/08) 03/12/2010 16:51 FAX 1 800 685 7530 vct Permit No: 10 -jS Job Name �? / ,2010 4e3u ____42,yroi ell i'a : DATA SCAN FIELD SERVICES IN O1 01 TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /RX NO 4748 RECIPIENT ADDRESS 913057350228 DESTINATION ID ST. TIME 03/12 16:50 TIME USE 01'03 PAGES SENT 1 RESULT OK M iami Shores Vivage Building Department /32e)c)rele Bufl ing Critique Sheet �{ ,u s 7 404 4 /4 16.10C.44 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1