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RC-10-1212Inspection Number: INSP - 153873 Permit Number: RC -7 -10 -1212 Scheduled Inspection Date: December 02, 2010 Permit Type: Residential Construction Inspection Type: Final Building Owner: REYNALDOS, JAVIER Work Classification: Alteration Job Address: 246 NE 92 Street Miami Shores, FL 33138- Inspector: Bruhn, Norman Project: <NONE> Contractor: CUSTOM TEN INC Building Department Comments REMODEL BATHROOM, CLOSET AND 2 WINDOWS Passed Failed Correction Needed Re- Inspection Fee December 01, 2010 /1/,/,2/ No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1132060133400 Phone: (305)932 -3299 Page 20 of 22 BUILDING PERMIT APPLICATION 1413C 2 Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax; (305) 756.8972 INSPECTION'S PHONE NUMBER; (305) 762.4949 Job Address (where the work is being done) � City iami Shores Nina r, County _Miami -Dade Zip FOLIO / PARCEL Is Building Historically Designated YES NO Value of Work For this Permit $ Square / Linear Footage Of Work; Type of Work; ( Addition DAlteration DNew 0 Repair/Replace Describe Work: R l sCC.cJ C p MfIT, AUG 31 O1C BY: .... Permit No. Master Permit No.12-C..1 0 Permit Type; BUILDING ROOFI.N Owner's Name (Fee Simple Titleholder) /L /,c?j` Phone fr �'' 5 7 Z' 00 69 Owner's Address Z 16 /j 9 `L- City M (4'( ( 5:f4-0/0e7 State F-( Zip Tenant /Lessee Name Phone # Email Flood Zone Contractor's Company Name VS 74 ? / C Phone # 3o 5 C_: "ZY Contractor's Address 2- / ¢ Z 6 . l f E'GA -A),0 (v City 6" State Zip Qualifier Name -�c� � Phone # ., C Technology Fee $ Bond $ Scanning $ Radon $ DPBR Double Yee $ Violation date: Structural Review. $ , Total Fee Now Due $ . State Certificate or Registraticnt No. ( / S K S - ? 3 0 Certificate of Competency No. Contact Phone - E -mail A r c l i l f e c t / ngineer's Name (if applicable) /(4 C i, ( Phone * **** )-******* ** ** ** ********** *** ********** ** **** * ***.************9******* Submittal Pee $____er Permit Fee $ CCF $ CO /CC Notary Training/Education Fee $ See Reverse side -� 0 Demolition, Bonding Company's Name (if applicable) Bonding Company's Address City State 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 perlpit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FI. RNACES, BOILERS, HEATERS, TAWS "aiitAt 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance ofa 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 Signature Owner or Agent Co tractor The foregoing instrument was acknowledged before me this The foregoin instrument was acknowledged before me thi ' y , � , b , day of 20 1' by „6.2-) GT? , who is personally known to me or who has produced who is pers salty known to me or who has produced tD As identification and who did take an oath. NOTARY PUBLIC: (Revised 07 /10 /07)(Revised 06/10/2009) Zip as identification and who did take an oath. NOTARY PUBLIC: ` dV107 ''..2 Sign' Sign:" ,..0 Print: ' Print: = t> -4'j t wo, t— My Commission. Expires: My Commission Expires o %., /49 . r s * ** ***** * ** * *** * ** * *:� * * * * * * * ****** * * *� * *** t * *�v �*** *: * **** *fir * *�t* ***** *** * * *:� ****,t *:�,r9r *a�M M ****** * * * ** APPROVED BY _ ,_ � -AA) Plans Examiner Zoning Engineer Clerk checked 10 BUILDING PERMIT APPLICATION FBC 20 Permit Type; BUILDING ROOFIN Owner's Name (Fee Simple Titleholder) 4,1'0E4 64"R .d,1.t1 phone # : 606 3912. 006 Owner's Axldress 0296 /V 6 49. Q Cit diet; °ft . ; ;. p State -7 -fl /2-t-J mil Job Address (where the work is being done) Is Building Historically Designated YES V Value of Work For this Permit $ 0 0 0 Type of Work. °Addition ,iteration escribc Work: Submittal Flee $ 4■2 Notary $ Scanning $ Double Fee $ Violatio Structural Review. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax; (305) 75613972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Fee $ Permit Nip, RC t0, a Master Permit No.�W Zip TenantiLessee Name Phone # City Miami .Shores Village County Miami -Dade FOLIO /.PARCEL # l/ - .30106, — P/ -- 3 'J Architect/Engineer's Name (if applicable) del le G'! ity4 etc, Phone Training/Education'Fee $ gaRRYNTI) jut 0 ZQ1a J BY: . zi p 3.3 e Zip 3/79 phone # 3v5": 5;2. 5 Z 9 9 Flood Zone Contractor's Company Name t .. t ST 7 � /�G Phone # ,70S% ? 3 Z • 3 Z ff Contractor's Address 2 /¢ Z® /bgff Esgtiv epoce ' jjfa,p City / State F'( Qualifier Name •4c , e t State Certificate or Registration No. C (C f5Nos Certificate of Competency No. Contact Phone E Total Fee Now Due $ kfiquare / Linear Footage Of Work; / S DNew , 0 Repaix/Rq lace D I; moliti n t Cy * * * * * ** ******F CCF $ CO/CC $ Technology Fee $ adon $ DPBR $ Bond $ date. See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City Signature f Signature Owner or Agent NOTARY PUBLIC: S t a t e Uiirr, 11 � A r/ Sign; ..... f �� / . =' 1r . O ':5 :: ` • re ;do, 0 � :� F limo APPROVED BY �� /�,1U Plans Examiner Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning, "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. oyi Engineer The foregoing - instrument was acknowledged before me thi The foregoing instrument was acknowledged before me this 2 day of A B U l , 201(D , by C( S v ( L t - U ) day of ZSCL , 2O) O, by dt) Ri -- , who is personally known to me or who has produced 1�.-- 1 (7 who is personally known to me or who has produced CL 1) As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: tI ontractor ``,`‘ ,��,11 �A r I � ''� 04p • r • • • r ° ''''46 1P R I5 A Zoning Clerk checked t NOTICE OF COMMENCEMENT . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. YO- `212 TAX FOUO NO. 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: Z ¢ (o /v( Y2 .S' Adr l �1 2. Description of improvement: /ATEie /oR iILTerieATo t/s 3. Owner(s) name and address: ," 1 $ //Ds"ZLD , 2 ¢ Ca' A/4 92 Sex ��4 epe i � (1-0 i5 � I L7CT Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Ctrs Del TeX/ i r/C Z/S ZO h6 STATE - r /c / STATE OF FLORIDA, vr` I mai (R E MY CERTIFY that Phis Is a 5. Surety: (Payment bond required by owner from cogat Name and address: Amount of bond $ 6. Lender's name and address: X 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71 13(1)(a)7., Florida Statutes, 'r // , _ � a � �� Name and address: L�J4� �0 �' /Y :171-7-v J e . C 77 i ,P.r - tee -,- ,we) �3 r� 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: - 5A4_, .4 '500-e- 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ- , i ate is specified) re of Owner Owner's Name Sworn to and subscribed before me Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 `' /vs-v@t, its day of oor (.414941/P911/0( ) yYerr I„Iflto` 11111 1111 111111111111111111111111111111111111 c :FN 2 1]I..ORi_1 ''2! {,8u, • OR Bk 27374 Ps 14114 Ups) RECORDED 08/03/2010 12:25:52 HARVEY RUVIHy CLERK OF COURT MIAMI- CDAC'E COMM FLORIDA LAST F'AGE /J Prepared by /Y1 ,201 . 6 �) Ad� re / `� . -2 /YE X (J/1 'st j / 8,4" I Mt POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INMH AWL LTq INSRC TYPE OF INSURANCE POLICY NUMBER D IWD Tfi (IM IA O POLICY E Plq TIOFI AATTEE !( Y17 UNITS A OENERALUABILRY COMMERCIAL GENERAL LIABILITY 1 CLAIMS MADE f X OCCUR 04GL000794526 07/01/10 07/01/11 EACH OCCURRENCE $1,000,000 X PREMI S(Ea w M) $100,000 WO EX' (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1, 000 , 000 GENERAL AGGREGATE s2,000,000 GEWL AGGREGATE UNIT APPLIES PER: PRODUCTS • COMP/OP AGO $ 2 000 000 7 POLICY Ii I JECT I Loc , , UT OMOB ANY AUTO &� ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CO D LIMIT $ — acnor INJURY (Per person) $ BODILY r accident) (Per atxideM) $ �- PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA OTHER THAN A CC $ AUTO ONLY: AGG $ EXCESS 1 UMBRELLA LIABILITY EACH OCCURRENCE S 7 OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ T $ $ '^ WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNERIEXECUTIV OFFICER/MEMBER (Mandatory If yes describe SPECIAL PROVISIONS COMPENSATION LIABILITY TORY TAT IT - i 1 I ER EXCLUDED? E.L. EACH ACCIDENT $ in NH) ender below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER- - DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADOED BY ENDORSEMENT / SPECIAL PROVISIONS coR ' CERTIFICATE OF LIABILITY INSURANCE �v 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. W.F Roemer Insurance Agency William F. Dowd P.O. Box 190669 Fort Lauderdale FL 33319 Phone:954 -731 -5566 Fax :954- 731 -8438 INSURED COVERAGES CERTIFICATE HOLDER ACORD 25 (2009101) Custom Ten Inc. Blvd High ami and FL 33179 Village of Miami Shores 10050 NE 2 Ave. Miami Shores FL 33138 MIAMIS2 INSURERS AFFORDING COVERAGE INSURER A: Mid- Continent Casualty Co INSURER B: INSURER C: INSURER 0: INSURER E: CANCELLATION DATE (NIWOO YYYY) C 06/17/10 NAIL 0 23418 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 'I,.0 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. AUTHORIZED REPRESENTATIVE 1988.2009 ACORD CORPORATION. AU rights reserved. The ACORD name and logo ere registered marks of ACORD Inspection Number: INSP - 149199 Scheduled Inspection Date: November 15, 2010 Inspector: Hernandez, Rafael Owner: REYNALDOS, JAVIER Job Address: 246 NE 92 Street Project: <NONE> Contractor: WESTLAND PLUMBING CORP Building Department Comments November 12, 2010 Miami Shores, FL 33138- 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: PL -7 -10 -1338 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060133400 Phone: (305)863 -6223 PLUMBING WORK FOR BATHROOM REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 6 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Master Permit No. L '/ Z/ Z FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) co o q p Phone # Owner's Address zi 44-e- G 5 '- Cit Are/r / Sifo State Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 24C6 NE Ft S"7 . City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO L ' State Certificate or Registration No. C. F Co 3 11 0 Certificate of Competency No. Contact Phone 7 6 „3(.1 9 1 Tesu E -mail Architect/Engineer's Name (if applicable) /1i 4X `-i4q',4V8sUG Submittal Fee $ Permit Fee $ ?J pammEn JUL 2 1 2010 ty BY: ...1CL ��/ ` p nz Permit No. V\ 1 v Zip Flood Zone Contractor's Company Name VV E a l Cuj...D i Li., Im lec, I Y) G Phone # 3O S 8G 3 62Z 3 Contractor's Address a () t ui 6. S \ 24 s Cit AA t a.l L-OrV State 't L 0 r t D G. Zip * 3 0 l tb Qualifier Name CAA ® I . C9 L. S Phone # 'VC 23 , 0 1 QR Phone # 3e, • ?SO .20/7 Value of Work For this Permit $ 4 .- 0(0 - Square / Linear Footage Of Work: Type of Work: EAddition Alteration New ❑ Repair/Replace E Demolition Describe Work: CO- Nil/Mr Et S7; /Zsd•y Afire, 59TR//lo £. II CCF $ CO /CC $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ c2 .' 1® Technology Fee $ Bond $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM1VIENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent n The foregoing instrument was acknowledged before me this Ot day of cSU`.� , 2010 , by CD-4, — W 66 2ei PL? who is personally known to me or who has produced F(-- t D �' off Sign: _ Print: ? e.gt ti \ My Commissiog Exj iy3. :g� e 1�a� ' `a��•� tzve \ O • / /// /rlrillll11 11►\`\ APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 3 /el Plans Examiner Engineer Signatur Contractor The foregoing instrument was acknowledged before me this 5 day of j." , 201 byCA aCbs ( who ' persona known too or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P 111uulrlr / / /��// U$ � �0 31 b1 NOTARY PUBLIC: Sig 0 01111111 MI °� , a tx, Print: w My Commission Expires: ` �o ® o � '� ** * * * * * * * * * * * * * * * * * 3e3***k:F3e*****:Y9e*** *3e3e *** * *** * **k*****k* ** 3c*4e ***k*** k3e3eie**** 3r9c*******k9raY*** **** *k*3e**** Zoning Clerk checked THE ANY MAY 1 POLICIES. t L TR POLICIES REQUIREMENT, PERTAIN, (1,17,. . N: OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. won OP INB POLY NUMBER Z T j �q fM T LAM GENERAL LABILITY COMMERCIAL GENERAL UABILfTY a yi EACH OCCURRENCE $ PREMISES Me ecou $ CLAIMS MADE al OCCUR MED ESP (Arty One person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEM. — 1 AGGRflGATB LIMIT . APPLIES PEI% POLICY FT JECT rI LOC PRODUCTS - OOMP/OP AGO $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS • ( &cNde en INGLELIM nt )R $ BODILY /NARY (Per person) $ BODILY (Per accident) INJURY $ PROPERTY DAMAGE (Par ao0idant} $ -. GARAGE LIABILITY ANY AUTO AUTO ONLY • EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESS! UMBSIELLA LIABILITY FAOH OCCURRENCE $ OCCUR D ! CLAIMS MACE AGGREGATE $ DEDUCTBLE RETENTION 3 S $ H $ A B WORMERS ANY PRCPRIETOWPARTNERIEXECUTIVE OFFJCIR (M describe COMPENSATION MEMBER EXCLUDED? 1 X.L 1 WSLTHPE 00003406 WSLTHPE 000142 02 07/0112010 07/01/2011 x 1 YLI 's I is- EL. EACdH ACCIDENT $ 1,000,000 In NN) VISIONS below E.L.DISEASE - EA EMPLOYEE $ 1,000,000 E L DISEASE POLICY LIMIT $ 1,000,Q00 OE80 OMER Jul 21 2010 4:58PM Westland Plumbing Corp. 305 -863 -7355 C a PRODUCER ma Risk Transfer Progra, LLD 219 East LMnaston Street Orlando, FL 32801 888 - 48 INSURED Alp/18840f Group 800 Corporate Drive Softie 800 Fort Lauderdale, FL 33334 CERTIFICATE OF LIABILITY INSURANCE6P3TAHPU THIS CERTIFICATE 18 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 POIJCIES BELOW. INSURERS AFFORDING COVERAGE NAIL # INSURER A CeatiePOlnt National Insurance Company 40134 INSURER B: Tower Insurance Company of New York 44300 INSURER C: INSURER D: INSURER E: DATE (bl MloD1YYYYl 06/28/2010 COVERAGES RIPTION OF OPERATIONS • LOCAT 1 ! B XCW 8 ADDE BY $ND ! EP13CIA PROVISIONS Coverage Is extended to the leased employees of alternate employer (Alabama, Arkansas, Colorado, Connecticut, Florida, Georgia, Illinois, Indiana, Kansas, Maryland, Michigan, Mississippi, Missouri, Nebraska, North Carolina, Oklahoma, Pennsylvania, South Caroline, Tennessee, Texas and Virginia Operations Only): Westland Ptumbhlg Corp. # 101637 (Effective 3/24/07) CERTIFI ATE HOLDER Miami Shores Village 10080NE2Ave Miami, FL 33338 ACORD 25 (2009/01) ?age 1 of 1 CANCELLATION SHOULD ANY OPTNE move DESCRIBED POLICIES BE CANCELLED BEFORETHE 111tWRATION DATE THEREOP,TBE MEURER WILL ENDEAVORTO MAIL SO DAM MARTEN NOTIOETOTIIE CBRTIRCATE HOLDER NAMLDTOTHI LEFT, BUT A FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLLGATION OR LIABILITY OP ANY KIND UPON TIE ISSUER, COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE p.2 tO 1988.20 ACORD CORPORATION. AU rights reserved. The ACQRD name and logo ars registered marks of ACORD THE ANY MAY POLICIES. LTR POLICIES REQUIREMENT, PERTAIN, NERD OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPO OP INSURANCE! r ------ POLICY NUMBER tt YYV) 0 (MMID IYY OWE R4 DAT@ ub (M T RA LINTS EACH OCCURRENCE $ 1,000,000 GENERAL LIABILITY comma. GENERAL LWBIUTY CL2571980 05/09/10 05/09/11 X PREMISE (e(Coverroe) $ 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person; $ 10 , 00 0 • PERSONAL &ADV INJURY $1 000 , 000 GENERAL AGGREGATE $ 2, 0 0 0, 00 0 OEEN'L AGGREGATE LIMIT APPLIES PER: POLICY n JEC+ El LOC PRODUCTS - COMPIOP $2,000 iii AUTOMOBILE UABILnY ANY AUTO ALL OWNED AUTOS SCFEDULED ALMS HIRED AUTOS NON -OWNED AUTO5 COMBINED SINGLE LIMIT (Es eeeldart) $ BODILY IN, URY (Per person) $ — BODILY MARY per molder() $ — PROPERTY DAMAGE (Per (=Went) $ GARAGE UABILnY ANY AUF AUTO ONLY _ EA ACCIDENT i OTHER THAN EA ACC $ AUTO ONLY: AGO EACH OCCURRENCE $ $ EXCESS 1 UMBRELLA UABILRY OCCUR CLAJMSMADE AGGREGATE $ DEDUCTIBLE i RETENrIO►a $ 3 $ $ AND ANY OFFICERIMEmBER ( SPECIAL WM-MEW LIABILITY Y/N PROPRIETORIPARTN'ER/E)ECUTIVE a EXCLUDED/ de be wNH) PROVISIONS belay Tn,i Lim►TE, ER E L. EACH CENT $ E L. DISEASE . EA EMPLOYEE $ E L. DE&EASE " POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS! LOCATIONS !WHOLES d EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Jul 21 2010 4:58PM Westland Plumbing Corp. 305 - 863 -7355 INSURED .E9 CERTIFICATE OF LIABILITY INSURANCE Wg s THIS CERTIFICATE T818SUED AS A MATTER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PRODUCER BSI Mae Brokers of Florida, na Lioease *L061319 3111 N university #718 Cora]. Springs 3'L 33085 Phone:880- 830 -4396 lax:000- 505 -7306 TIT 8lu Corp sl� rL t 330 o INSURERS AFFORDING COVERAGE INSURER a: MM. Vernon Ins. Co. INSURER B: INSURER C: + NSURER D: INSURER E: NAIL * 26522 COVERAGES CERTIFICATE HOLDER Miami Shores Village 10050 Northeast tad Ave pdismi 17r 33138 MIAMIS1 SHOULD ANY OF THE ABOVE DBeCRIBED POLICES BE CANCELLED BEFORE THE ECPIRATICN DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 2.0 DAY® WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAIED TO TF6 LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLITaATION OR LUVEILITY OP ANY KIND UPON THE INSURER ITS AMTS OR REPREBENTATWBS. AUTMO D REPRESENTATIVE ACORD 26 (2009101) CANCELLATION p.3 01939-2009 ACOR ■ R!`.O PORA Ail rights reserved. The ACORD name and Togo are registered marks of ACORD Inspection Number: INSP - 149188 Scheduled Inspection Date: November 15, 2010 Inspector: Devaney, Michael Owner: REYNALDOS, JAVIER Job Address: 246 NE 92 Street Project: <NONE> Miami Shores, FL 33138- Contractor: RING ELECTRIC INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NEW OUTLETS SWITCHES LIGHTS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 2/ / t.i/v/o November 12, 2010 For Inspections please call: (305)762 -4949 Phone Number lD, vi\c' Permit Number: EL -7 -10 -1337 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Parcel Number 1132060133400 Phone: (305)300 -3932 Page 5 of 31 BUILDING PERMIT APPLICATION FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) C CS) cc, 0. 0 Q104-1 1 ,o a Phone # 1.05 - 3 FZ . 4 I` Owner's Address k to ? Z x7-- City /K ea¢-q 1 State � , Zip Tenant/Lessee Name Email Qualifier Name . 1 e 444"1/0 State Certificate or Registration No. • EC /3400/1 Contact Phone 3 — E-mail Architect/Engineer's Name (if applicable) Submittal Fee $ Miami Shores Village IMERW Building Department IA JUL 2 2 2010 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. EA t C) Q 3Y) Master Permit No. /0 2 / Z Phone # Job Address (where the work is being done) Zit?. /VE l 2 s- f City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # Is Building Historicall1 Designated YES NO Flood Zone 6 7Contractor's Company Name 1/<j` e, 6 e Phone # 3 — 3.06 3 93 2 � Contractor's Address /6. e7v ) 3 � City /-11/9,--1; State Fe-e>4" ®'mil Zip 33/, 3 Certificate of Competency No. Phone # 36e) 3 .9 3 a, � y i) A7)i x Phone # Value of Work For this Permit $ 4.6 0 0 Square / Linear Footage Of Work: Type of Work: ❑Addition JKAlteration ❑New ❑ Repair/Re lace p 0 Demolition Describe Work: 4,4-Iv # , sCA.+17eWr £Iy'y Ts * ** * * * * *, ** * * * *** * * * * * * ** * ** * * *** ** *Fees *** * **** *** *, rya **** * *** ** * * ** * * * * * ** * * * ** ** Permit Fee $ /✓`CPrd2#' CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 1 51 10 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a re- inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this A k day of ' , 20 k2, by CUI11C -( C,LO ba-et o who is personally known to me or who has produced r l— l (D As identification and who did take an oath. NOTARY PUBLIC: Sign: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) • Signature NOTARY PUBLIC: Sign: P ri My Contractor The foregom instrument was acknowledged before me this /9 day of , 20 A? by l/y /do who is personally known to me or who has produced as identification and who did take an oath. *, OMMI$SIQN # DP734565 ga'December 21, 2011 (407) 398 -0153 Florida R+ntarySenrlce.c'm Ez Print: � ® �a��l � My Commission Expires: .�, ''t, \%��•,.,,:�� f, ' 'J9A1is � � �� / to I, , �� \�� r�r�r* ***r ****�r>ti>ti**** * * * ** *** **r *V 444\ ti ***, >F>ir***** * ** *** * * * *** ***a ******* * ** * ** *** ** * * * ** * * * * * * ***** ******* ®e 7 7 7 Plans Examiner Zoning Engineer Clerk checked THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTW THSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER11FICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS. CITFCMS TYPEOFINSURANCE SR'WVD POLICY NUMBER (MM/DOrr pp��,,��t{,Yy��7ttpP (NIMIDDM'Y'l) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY n OCCUR 01L000009804 Oa/19/09 08/19/10 EACH OCCURRENCE $ 1,000,000 PREMI ES (Ea $ 100,000 CLAIMS -MADE MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: n LOC PRODUCTS - COMP /OP AGG $ 1,000,000 POLICY JECT $ AUTOMOBILE — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLALIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ — DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIV OFFICER/MEMBER EXCLUDED? (Mandatory lnNH) It yes, describe under DESCRIPTION OF OPERATIONS Y t N V 1 A 10 640008 00/01/10 00/01/11 p I ITORYL T Ial% OT ER EL. EACH ACCIDENT $1,000,000 E.L. DISEASE- EA EMPLOYEE $ 1,000,000 below EL. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS! LOCATIONS /VEHICLES (a oh ACORD 109, Additional Remarks Schedule, If more space Is required) ELECTRICAL WORK- WITHIN EUILDINGS City of Miami Shores Village Fax 305- 756 -8972 10050 NW. 2ad AVE Miami Shores FL 33138 CITFCMS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO1150 WILL BE DELIVERED IN I ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORISED REPRESENTATIVE / —` e To: Page 2 of 2 7119/2010 12:35:53 PM EDT 305- 220 -0765 From: ISure - Receptionist CERTIFICATE OF LIABILITY INSURANCE OP ID MA 1 DATE (rrM/DD/YYYY) 07/19/10 THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER iSure Insurance Brokers 2700 SW 137 AVE Miami FL 33175 Phone:305- 223 -2533 Fax:305- 220 -0765 INSURED R Miami FL 33193 to UN I Ago l NAME: (AIC, No, E ItQ: hAX (A/C, No): t89AIL ADDRESS: PRODUCtdi CUSTOMER ID is RIME -1 INSURER(S) AFFORDING COVERAGE INSURERA: National Group Ins. Co. INSURERS: Florida Citrus, Rosiness (F08) INSURER C : INSURER D : INSURER E: INSURER F : NAIC 12216 COVERAGES CERTIFICATE NUMBER: REVISION NUIUIBER: CERTIFICATE HOLDER CANCELLATION ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD 0 1986 -2009 ACORD CORPORATION. All rights reserved. • • EX Wind Pressure Calculator • • • • • ••••♦ Date: April 20, 2010 lob #: 10 - MAC - 0002 COntrBctor:'Mark A. Campbell Architects Project 1nfo:; Hosfeld Res. 246 N.E. 92nd Street,, Miami Shores, FL 33138 Description 1. Casement (B) 2. Casement (C • . ••• ••••CEnteel0afes Heim > • • • 0000 O000 • • ASCE 7 -05 Component & Cladding Pressure Calculator Hover HELP: ENTER t Building Mean Roof Height 15.0 ft 0000 • • • • • • •• • • • • • •• ENGINEERING EXPRESS' ' 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -064D FAX:(954) 354 -0443 Double Click or Drag: 146 MPH Presets Bide, Cate Bldo. Classification: osure: Rnnf Tempe: ( Gable Roof clasrgp 11.8 Deg (2.5 :12) Pitch • •• • • • • • ;• • • ,• •• �• •• • • Width 36 in 20 in :- http://www.engexp.com/calculators/asce705_cc.cfin - 01 Enter Minimum Bldg Dimension: 36.0 ft Peak Wind Velocity j3 Sec. Gust) nil ` - rrr �r r' • • Enclosed 1.00 Height 48 in 60 in Zone Wdth (.a): 3.60 ft. ©irectionali F ®c tor Kd: f 0.85 • • • • • •••• • • • • •••• • • NOTES? sibn is in accordance with ASCE 1-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. 12.0 soft. 10.0 sq.ft. 4 { ,. , oh =39.37 psf Kh =0.65 Kzt =1.00 I =1.00 Gcpi ( +1 -) =0.18 -49.8 psf -50.4 psf Page 1 of 1. Page 2 of 3 Local Save /Load EX Office Save/L Clear Form ) US Contour Map: €1' FL Contour Map: tali Ente Mo de• Multiple Opening " Single Opening Area Zone Neg Pressure ,l Pos Pressure 45.9 psf 46.5 psf Valid Only with Raised al April 20, 201 Frank L. Bennardo, P.E. PE0046549 CertAuth 9865 4/20/2010 Post Size . USP Stock No. Ref. No. Steel Gauge Dimensions Fastener Schedule Allowable Loads (Lbs.) WI W2 111 H2 L1 1.2 Post Beam F1; F2 - Uplift 133% 160% 1333 960°1° 133% 160% 4 x 4 C44 BC4 18 3- 9/18 3.9/16 2 -718 2 -718 3-1/4 3-1/4 (6) 16d (6) 16d 1070 1225 1070 1225 1000 1000 _ 4-x-4 Rougtr C44R - - BC4R 18 - 4 - 4 2=518 2-546 " 3 -114 3-114 (8)16d (8)16d 1225 1225 1225 1225 1000 1000 '41-6 ._ - - C46 - BC46 18 19116 5412 2 -7/8 - 2 -7/8 - 5 -318 3- 114 (6)16d (10) 16d 1225 1225 1225 1225 1000 1000 4 x 6 Rough C46R BC46R 18 4 6 2 -314 2-3/4 5-1/4 3-1/4 (8) 16d (10) 16d 1225 1225 1225 1225 1000 1000 6 x 6 C66 BC6 18 5-1/2 5-112 2 -7/8 2 -7/8 5.1/4 5-1/4 (12) 16d (12) 16d 2145 2530 2145 2530 1090 1090 6 x 6 Rough C66R BC6R 18 6 6 2 -13/16 2 -13/16 5 -1/4 5 -1/4 (10) 16d (10) 16d 1785 2145 1785 2145 1090 1090 8 x 8 C88 BC8 18 7 -1/2 7 -1/2 5 5 7 -3/8 7 -3/8 (16) 16d (16) 16d 2860 3430 2860 3430 2860 3430 8 x 8 Rough C88R - - 18 8 8 5 5 7 -3/8 7 -3/8 (16)16d (16) 16d 2860 3430 2860 3430 2880 3430 4 x 4 - 6 pg44.6 ; LPC4 - 18 1 -1/2 - - 2-1/8 1-1/2 3-5/8 - - (8)16d (8) 16d 1000 1000 400 400 640 640 6 x 6 - 6 PB66.6 LPC6 18 1-1/2 - - 2-112 3 5.9/18 - - `` (8) 16d (8) 16d °1100 1000 640 640 4 x 4 PBES44 ACE4 18 1 -1/2 - - 2 -3/8 2 -3/4 3-1/4 4-3/4 (8) 16d (8) 16d 850 850 580 580 1430 1715 6 x 6 PBES66 ACE6 18 1 -1/2 - - 2 -3/8 2 -1/8 5-1/2 7 (8) 16d (8) 16d 850 850 580 580 1430 1715 4 x 4 PBS44 PBS44R , AC4 AC41 18 18 1 -1/2 1 -1/2 - - - - , 2 -1/4 2 -114 3-1/16 2-1/4 34/16 4 6-1/2 7 <(12)111d (12)16d (12)12 (12® 1270 -1270 1270 1270 1180 1180 1180 1180 1815 1815 1815 1815 4 x 4 Rough 6 x 6 PBS66 AC6 18 1 -1/2 - - 2-1/4 3 -1/16 5.112 8-1/2 - (12)16d (12)16d 1270 1270 1180 1180 1815 1815 6 x 6 Rough PBS66R I AC6R 18 1-3/4 - - 2-1/4 3-1/16 6 9-1/2 ;(12)16d (12)16d -1270 1270 1180 1180 1815 1815 USP Stock No. Ref. No. Steel Gauge Dimensions Fastener Schedule Column outside Dla. Allowable Loads (Lbs.) W 14 L Girder Nails DF -L 1 SP 1 S-P -F LVL / PSL LCC4.5 -3.5 12 4-518 4 11 -1/2 (3) 2 x 10-12 (8) 16d 3-1/2 16000 - - KLCC45 -4 LCC4.5-4 12 4-5/8 4 11 -1/2 (3) 2 x 10 -12 (8) 16d 4 21000 - - KLCC6-35 LCC6 -3.5 12 6-1/8 4 11 -1/2 (4) 2 x 10 -12 (8)16d 3-1/2 16000 - - KLCC6-4 LCC6-4 12 6-1/8 4 11 -1/2 (4) 2 x 10-12 (8) 16d 4 21000 - - KLCC35 -35 LCC3.5 -3.5 12 3-5/8 4 11 -112 3.5 LVL / PSL (8) 16d 3-1/2 - - 16000 KLCC35-4 LCC3.5 -4 12 3-5/8 4 11 -1/2 3.5 LVL / PSL (8) 16d 4 - - 21000 KLCC525 -35 LCC5.25 -3.5 12 5-3/8 4 11 -1/2 5.25 LVL / PSL (8) 16d 3-1/2 - - 16000 KLCC525 -4 LCC525 -4 12 5-3/8 4 11 -1/2 5.25 LVL / PSL (8) 16d 4 - - 21000 KLCC7 -35 LCC7 -3.5 12 7 -1/8 4 11 -1/2 7 LVL / PSL (8) 16d 3-1/2 - - 16000 KLCC7-4 LCC7-4 12 7 -1/8 4 11 -1/2 7 LVL / PSL (8) 16d 4 - - 21000 Post Caps - C PB PBES, & PBS series continued 77 l 1 1) Allowable loads have been increased 33 -1/3 °I or 60% for wind or seismic loads; no further Increase shall be permitted. .2) Load and nail schedules for two-piece models are per pair of post caps. Lally Column Caps - KLCC series Lally Column Caps connect lally columns to wood beams. Fits 31/2" and 4" diameter lally columns. Materials: 12 gauge Finish: USP primer Installation: • Use all specified fasteners. See General Notes, page 14. • Fit KLCC onto lally column. Position wood beam in KLCC saddle and fasten. 1) Loads may not be increased for short term loading. 2) Loads are for a continuous beam. 3) Allowable loads are determined using the lowest of the bearing Toads. Use Fc equal to 335 psi for SPF, 625 psi for DF and 650 psi for LVLIPSL, or the tally column capacity. 4) Spficed conditions must be detailed by the designer to transfer tension loads between spliced members by means other than the Idly column. The splice condition load is 6750 lbs. per beam side and the tally cap must be evenly loaded. OSP Co Structural 1VJC•WN www.USPconnectors.com e -mail: info@USPconnectors.com ®Copyright 2004 United Steel Products Company Typical KLCC installation KLCC USP944-041 76 Post Caps - C, PB, PBES, & PBS series C – One -piece design. PB – Two -piece design. PBES & PBS – Two -piece design. Extended side plates and wrap around post design offers greater lateral resistance. Easy retrofit installations. Materials: 18 gauge Finish: G60 galvanizing Options: C44, PB44 -6, PB66 -6, PBS44, PBS66, and PBES44 are available in Triple Zinc. To order, add TZ to stock number, as in PBS44 -TZ. Codes: SBCCI, BOCA – NER 505, ICBO 5736, ICBO 2039, L.A. City RR 23888 & RR 25303, DSA PA -076, Dade County, FL 03- 0508.05 — C44, C46, C66, & C88 Installation: • Use all specified fasteners. See General Notes, page 14. • These products are designed to work with single, solid -sawn beams, but can be used with built -up beams. When installed to multiple beams made up of 2x lumber and shims, fasten the plys and shims together to act as a unit. ®SP s Connectors- A:010:0 Typical PB installation PB44 -6 wi H2 H San Francisco Office 1-800- 227 -0470 Typical PBES installation 1 -2 W, _ PBES Typical C44 installation Typical PBS installation W , PBS continued on next page Customer Service /Technical Assistance Minneapolis Corporate Office Tampa Office 1-800-328-5934 1- 800 - 443 4442 Post Size USP Stock No. Ref, No. Sty Gauge Dimensions Fastener Schedule Allowable Loads (Lbs.) W H L Post ;' Base F1, F2 Uplift 1 61;1: E E1E ••••• •■•■ ••••• 133% 180% 133% >.180% 4 x 4 DBC44 — — 18 3- 518 3-7/8 5-3/4 (8) 10d (8) 10d — — — — — _ 4 x 4 DBF44 — — 18 3-9/16 1 -7/8 7 -3/4 (8) 105 (8) 10d — — — _ — — _ 4 x 4 D44 BC40 18 3 -9/16 2 -1/2 3.318 (8) 16d (4) 16d 715 860 715 715 i 4 x 4 Rough 044R BC4OR 18 4 3 3-3/4 5-3/8 . (8) 16t1 (4) 16d 715 _860 715 __J7 4 x 6 046 BC460 18 3-9/16 3 (10)16d (5) 16d 895 1070 715 7 4 x 6 Rough D46R BC450R 18 4 3 5-3/8 (10)16d (5) 16d 895 1070 715 15 6 x 6 D56 BC60 18 5-1/2 3 5-3/8 (10)16d (5) 16d 895 1070 715 15 6 x 6 Rough D66R BC60R 18 6 3 5-3/8 (10) 16d (5) 16d 895 1070 715 5 8 x 8 088 — 18 7-1/2 3 7-3/8 (12)16d (6) 16d ' 895 1070 715 8 x 8 Rough 088R — - - 18 8 3 7-3/8 ` (12)16d (5) 4 8d 895 1070 715 715 Post Size USP Stock No. Ref. No. Dimensions Bottom Surface Bearing Area Fastener Schedule Post Base Allowable CapacltY* Concrete Design Bearing Strength* W H 4 x 4 CPB44 CPS4 3-1/4 3-1/4 22 (4) 10d 5235 8545 4 x 6 CPB46 CPS46 3- 5/16 5-5/16 3.3 (4) 10d 6810 9820 5 x 5 6 x 6 CPB55 CPB66 CPS5 CPS6 4-1/8 4-1/8 3.0 (4) 10d 6295 8925 5- 5/16 5.5/16 3.9 (4) led 8570 11600 8 x 8 CPB88 CPS7 7 -1/4 7 -114 6.4 (4) led 12490 10040 Rost Anchors D series, DBC44, & DBF44 Li series - Secures nominal sized posts to wood surfaces offering some lateral and uplift resistance. DBC44 - Secures 4x4 nominal corner posts. DBF => - Secures 4x4 nominal posts in flush applications to decking. Materials: 18 gauge Finish: G60 galvanizing Options: D44 is available in Triple Zinc. To order, add TZ to stock number, as in D44 -TZ. Codes: ICBO 2039, L.A. City RR 23888 Installation: • Use all specified fasteners. See General Notes, page 14. • Not recommended for fence posts or other non - top - supported applications.These anchors are not designed to resist overturning (moment) loads. • While D series post anchors offer some lateral and uplift resistance, they are not recommended as a primary means of anchorage for posts in railings. They may be used only for intermediate posts between fully anchored corner /end posts in rail s e 1- 3 /4 10d naps and 1- 15/16 - for 16d nails. The CPB is made of corrosion resistant composite material compatible with new wood preservatives. Provides code required 1" stand -off and can be used with rough lumber sizes. Materials: High Strength composite 1) toads shall not be increased for short -tern load'ng. 2) Loads require a mtn6num 650 psi wood compressive strength. 3) Concrete Design Bearing Strength = f (0.85 Pc A1) with Pc = 2,500 psi. ACI 318-99, Section 10.17.1. 4) Design Bearing Strength has been increased assuming (A2/ Aj) ACI 318-99, Section 10.17.1. New products or updated product Information are designated In red. osp C rs San Francisco Office 1- 800 - 227 -0470 Typical DBF44 installation Typical DBC44 installation DBF44 CPB V Typical CPB installation Installation: • Attach base to post with (4) 10d nails. • Attach post to concrete using 1/2' diameter rod into concrete and extend into wood member. • Not recommended for fence posts or other non -top- supported applications. These anchors are not designed to resist overturning (moment) Toads. Customer Service /Technical Assistance Minneapolis Corporate Office Tampa Office 1- 800 - 328 -5934 1- 800 - 443 -6442 4 a a a 8 6 C USP ; Stock No. Ref. No. Steel Gauge Dimensions Fastener Schedule Allowable Loads_(Lbs.) W H , Auadetu Allowable Concrete • 2000 psi Cast` In Place Concrete • 3000 psi Joist Floor Roof Up Ifk Floor Roof Uptlft 100% 115% 125% 133% 180% 100% 115% 125% 133% 160% UMH358 = 1/4 3-518 = ,15.1/2 '- _ (213/4' (116) lGd 5200 5200 b?Ai " 4785' 5870 5870 5870 3990 4785 - UMH458 - - -. 114" 4-5/8 15-1/2 5 (2) 314 (16)16d 5200 5200 5200 3990 4785"" 5870 5870 5870 3990 4785 UMH538 - - 1/4 5 -318 15-1/2 5 (2) 3/4 (16) 16d 5200 5200 5200 3990 4785 5870 5870 5870 3990 4785 UMH558 - - 1/4 5 -518 15-1/2 5 2 314 (16) 16d 5200 5200 5200 3990 4785 5870 5870 5870 3990 4785 UMH718 - - 1/4 7 -1/8 15-1/2 5 . (2) 314 (16) 16d 5200 5200 5200 3990 4785 5870 5870 5870 3990 4785 Option Skewed' Sloped Seat Sloped I skewed Top Flange Offset Ran e 1° to 60° V ° to 45° See Sloped Seat and Skewed - - Allowable 100% of table load 100% of table load 100% of table load Hanger Width 3- 112° or less % of table load: 60% • Loads 3 -1/8 x glulam MPH325 - - 3-9/16 5 -112° 75% specify 7 (2) 16d duplex (2) 10d 5-9116" to 7 -1/2" 85% 4280 Add SK, anglerequired, Add SL, slope required, - - Add OS, and ordering and right (R) or left (L), and up (U) or down (D), See Sloped Seat and Skewed. right (R) or left (L), 4280 to product number. to product number. Ex. MPH210- SK45RSL3OD to product number. Ex. MPH210 -SK45R Ex. MPH210 -SL3OD Ex. MPH210 -OSL Beaml Joist Stre USP Stock No Ref. No Steel Gauge Dimensions Fastener Schedule Allowable Loads (Lbs.)4 W H Block Joist Floor Roof 100% 115% 125% 3 -1/8 x glulam MPH325 - - 12 3-1/4 specify 7 (2) 16d duplex (2) 10d 4280 4280 4280 5-1/8 x glulam MPH525 - - 12 5-1/4 specify 7 (2) 16d duplex (2)10d 4280 4280 4280 Masonry Hangers — MPH series continued 109 1 Giulam sizes 1) Masonry compressive strength shall be minimum 1500 psi. 2) Duplex nails are No.8 wire gauge (0.162 - diameter) and 3.117 ong, double headed nails and shall be Installed in grouted cells U accordance to manufacturer's Installation specification. Specialty Options Chart — refer to Specialty Options pages 221 to 224 for additional details. 1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional foist nails. Universal Masonry Hangers — UMH series 41/2" Min. edge distance (2) 3 /4" bolts (eee footnote 2) Exclusive! Typical UMH Lintel with (1) #5 re ar In continuous cell 31/2" Mtn. Joi be ng A versatile solution for hanging beams from masonry walls. Face mount design allows hanger to be used with beam heights from 16" to 24 ". Available in a variety of widths for solid sawn, glulam, or engineered lumber beams. Materials: 1/4" steel Finish: USP primer (,====> Installation: • Use all specified fasteners. See General Notes, page 14. • Fully grouted and reinforced concrete block or cast -in -place concrete with a minimum of (1) #5 rebar continuous to footing with standard hook at bolt locations. 1) Uplift loads have been Increased 33-1/3% or 61W for wind or seismic loads; no further Increase shall be permitted. 2) Fasten UMH hanger to concrete structure with two 314 dia. ITW Ramset/Redhead Dyne Bolt sleeve anchors with minimum 2-1/2" embedment depth or Powers Fasteners Wedge -Bolter with 5" minimum embedment; or equal. Bolts shall be installed in grouted cells in accordance with manufacturer's installation specifications. 3) Minimum joist bearing length is 3 -1/2". 4) Bolts must conform to ASTM A 307 or better. osn Connectors- s www.USPconnectors.com e -mail: info@USPconnectors.com ©Copyright 2004 United Steal Products Company allation USP944 -041 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION W MO Mk- CC-A 5 zwt -�� MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/buildinacode NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.L- APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence p. E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-011711 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmund() Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05 /10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R - • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e .h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control : - m r NOA No. O .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. O' 1'HER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- 'es C -740 Aluminum Casement Window — L.M.I., approved , 0 3/06, exp' t • • i 5/22/08. E -2 Manuel P P.E. Product Contro iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTES: LARGE MISSILE WINDOWS a: GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/6" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WI AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16° LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. L G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XXX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR - - "XOX° & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE °XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS. USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. x 0 x 0 x CONFIGURATIONS OPTIONS x 0 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 PRODUCT MOWED i 4 corantwl, a%e r=srxte Algal:: P:3 Rend Or F.K Read,* F.K. Mix 325/03 Date 7/10/03 RwadBit Otte: F K 023475 Reek: 5 c OtamOr pate: C4reohethr Dat.: F.K. 12117102 ADD 13/1rLG. & MOVE GLAZING OETAILS TO SHEET NO CHANGE THIS SHEET karkabnfr D ADD 70'HT., GLASS TYPES F AND G. REVISE ANCHORAGE. Dme,�,e NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better I NTS 11 m 13 I Oman* CA -740 7045-8 D Lucas A. Turner, P.E. PE iIb8201 Mecha"tal 1070 TEC,dNOLOGYDRNE NOKO MIS. FL 34275 P.C. sox 1529 NOKOAPS. FL 34274 m at. F.K Rend* F.K ® HEAT STRENGTHENED 1/8 " ANNEALED OR --.090 PVB INTERLAYER 86 GLASS 1- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS - t"- 32 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Revsday Dab: F.K 372503 Dale: 7/10103 673/05 Reven"is B RevLS"as C Regsixer Danai 9Y Gate: Checks aBs. nano F.K. 03/25/03 5/16" LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE { .090 PVB INTERLAYER 3/16" HEAT 1-- STRENGTHENED GLASS .65" NOM. GLASS BITE REDRAW GLAZING DETAILS & ADD 13/181.G. NO CHANGE THIS SHEET ADD 13/18 LAMI 1.G. W/71161AM1 & CORRECT 5116° LAMI DETAIL NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118" ANNEALED GLASS 10707ECWNOLOGYDRIVE NOKOMIS, FL 34275 P.O. BOX 1620 NOKOMIS, FL 34274 13/16" P __ci ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better °' .65" NOM. GLASS BITE 13/16" I.G. WI 7/16" LAMI GLAZING DETAIL 13/16" G4-745 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Raft N I I 2 N 13 7045 -8 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE R. D Luce; A. Turner, P.E. PE 85201 Mechanical CENTERLINE 1I: ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR 1 1/2" LOCATION MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL -\ TYP. (2) 13" MAX. O.C. t 4" MAX. f 4" MAX —• SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. NCHOR )CATION TYP. �— 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT — \OPENING cTh ° DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 30" MAX. - DAYLIGHT OPENING ELEVATION "A" - "XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 74 MAX. WIDTH 30" MAX. DAYLIGHT OPENING SEE MEETING RAIfDETAIL r 7P. (2) 4" MAX. --'I F -+-14 1/2" MAX. O.C. TYP. A 69" MAX. DAYLIGHT OPENING ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 76" MAX. HEIGHT 1 13" MAX. O.C. - L o. L -1 1412" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT 0 ** ge l etre lb Ilirkb PRODUCT IIENVVVED aseaswIlyloaa 3O as Usti& Esi8ri''4iA:e . Pe 1 v .. Ieky i L7 •,: m ay t=.K F.K. Read SS F.K Otew'tl1, . F.1( 3/2543 7/10103 bow 6723/05 oem. 12/17/02 0 RevL9ia": C 0 Ctn By CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS CHANGE MAX HT. TO 7117' AND MAX. DLO TO 69' DSO: 1070 OECHNDLOGYDRNE NOXOMIS FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 BGT_ V 0 eRaaer " XX " & °XOX" ELEVATIONS r. ALUMINUM CASEMENT WINDOW, IMPACT sew CA-740 Scow 1 Nis 3 0 13 7045 -8 D Lucas A. Turns:, P.E. PE 851 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 76" MAX. 13" \ HEIGHT MAX. X \ O.C. 4 " I MAX. ---• -1 h�— ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. 14 1/2" MAX. O.C. VENT 4" MAX. L _ I HEAD & SILL ONLY 37" MAX. VENT — 69" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. 97" MAX. WIDTH 30° MAX. 53" MAX. DAYLIGHT -- OPENING DAYLIGHT OPENING --- "- I-- 13" MAX. O.C. 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 4" MAX. 1--- �-- 13" MAX. O.C. 4" MAX ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) 69" MAX. DAYLIGHT = OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION A 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L >itO�rz to 9•ddfhg cr4 1 " F1641211 Pi6rlertt f = l.b Rend Or FX Rases By F.K. te e, F.K. *elm Br F.K Dora: 3125/03 0* 6,23/05 Data 7110/03 riza 12/17/02 Revistonct C Revisiarer D F.K. CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL S HINGE LOCATION NOTES CHANGE MAX. HT. TO76 AND MAX DLOTO69' 1070 TECHNOLOGY DRIVE NOKOA09, FL 34275 PO. BOX 1529 NOKOMIS. FL 34274 rGT" vai31A8e8ette• "0", "XO" & "OX° ELEVATIONS Mir ALUMINUM CASEMENT WINDOW, IMPACT s CA-740 sots st ar NTSI 4 u 13 mwino 7045 -8 Lucas A. turner, P.E. PE #58201 Mechardcal COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (4/8 "A,.090,1/81HS) B. 5/16" LAMI (1 /8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 118 "HS,.090,1 /8 "HS) HEIGHT 0/ 50 5/8 NEG POS -90.0 70.0 "X" WIDTH 19.1 _ - B,E 24 261/2 30 32 34 0 37 A 70.0 70.0 B,E A -90.0 -90.0 B,E A 8,E B,E B,E B,E A 26 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 ,NEG POS -90.0 70.0 38 3/8 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 - 75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG P08 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ' 70.0 70.0 70.0 70.0 67.9 43 NEC POS -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 118 NEC POS -90.0 70.0 -90.0 -90.0 -90.0 - -6a9 -90.0 -83.6 70.0 70.0 70.0 70.0 -90.0 -56.2 -90.0 -68.4 -90.0 -61.8 -90.0 -57.5 -75.0 =543 -75.0 -52.8 70.0 68.4 70.0 61.8 70.0 57.5 70.0 X4.3 70.0 52.8 60 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 54 NEC POS -90.0 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 57 NEG POS -90.0 70.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 -90.0 -89.6 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 63 NEG POS -90.0 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 66 NEG POS -90.0 70.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69 NEG P08 -90.0 70.0 -90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72 NEG POS =90 °' -70:0 ; -90.0 -81.7 -90.0 -42.2 -84.4 70.0 70.0 -90.0 70.0 -63.7 63.7 -90.0 70.0 - 48.3 48.3 70.0 42.2 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.0170.0 TABLE 2A. w•s4ay. F.K. Rosa ey. FJ(. Data 3/25/03 UMW 7110/03 B Rawson Render O F.f( 629/05 D amma7 Dim: owl.%my F.X. 12/17102 ADD GLASS TYPE E TO TABLES 1 8 4 NO CHANGE THIS SHEET REVISE ANCHORS 8 ADD 76• HEIGHT OPTION "X" WINDOWS 1070 TECNNOLOGY DRIVE NOKOMIS, FL 34275 P.O. LIQX 1528 NOKOMIS, FL 34274 Visibly Heuer r CA-740 TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7116" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16 LAMI (1 /8 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.6 P.S.F. PRESSURES- X CONFIG. WINDOWS X ALUMINUM CASEMENT WINDOW, IMPACT NTS awe. rim 5 " 13 7045-8 Ion WARM aecanntixgcrilit dig Not& CC3e Ac, aeri Date Lucas A. Tuner. P E. PE 058201 Medwnicat COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1/8 "HS) , XX" WIDTH 37 43 48 531/8 57 60 64 68 72 74 A A A A A A A A A A 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 -60.4 60.4 -59.0 59.0 HEIGHT 48 NEG -75.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 505/8 NEG -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 54 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 46.4 NEG -75.0 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 -44.8 -43.5 57 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 60 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.8 X X GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 "HS) E. 13116" LAMI (1 /8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1(8 "HS) TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16"HS) TABLE 5. "7(X" WINDOWS TEST REPORT: FTL -3580 ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1!8 "A,AIR SPACE, 7/16" LAMI -W/ 3116 "A,.090,3 /16"HS) ALL ' XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1(4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Fonder Ilene an Rand F.K. 6123105 Moist= D Drew*. D GeceedBY ate. F.K. 12/17102 REVISE ANCHORS & ADD TABLES 76* HEIGHT OPTION PRESSURES - XX CONFIG. WINDOWS rma ALUMINUM CASEMENT WINDOW, IMPACT Sorisallottat CA-740 NTSI 6 "13 7045 -8 a a I1 •1- 111 ' ..I PRODUCT as camy:1Am milk die nada gat414 Casio Acceptray. �aa rtatt Lucas A. T "mer, P.E. PE 956201 Mechanical 1070 TECHNOLOGT DRIVE NONOMIB. FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 COMPARATIVE ANALYSIS TABLE 6. GLAZING OPTIONS: A. 5/16"" LAMI (118 "A,.090,1 /61-1S) B. 5/16" LAMI (1/81HS,.090,1/8"HS) C. 7/16" LAMI (3/16A,.090,3/16HS) E. 13!16" LAMI (1/8 "HS,318" SPACE,5/16° LAMI -W/ 1/8"HS,.090,118"HS) F.13/16' LAMI (1/8"A,AIR SPACE,7116" LAMI -W/ 3116"A,.090,3/16HS) HEIGHT WIDTHS "O" °XOX" 36 37 391/2 42 45 48 501/2 531/8 54 551/2 57 5812 60 Powd&' F.K F.K Rewdar. F.K. 0..n Or F.K. 72 74 79 84 90 96 101 108 3/8 108 111 114 117 120 aem: 3125/03 Dem. 7/10/03 Wiz 823105 gym: 12/17/02 A B,E C,F A B,E C,F A B,E C,F A 8,E C,F A B,E C,F A B,E C,F A B,E C,F A 8,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F 26 NEG -75.0 -76.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -76.0 -90.0 C rdma: 0 Checked* 120 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -55.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -562 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0, 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 582 70.0 70.0 57.1 70.0 70.0 582 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36 NEG -76.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 383/8 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 - 54.654.8 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 45.4 -75.0 -90.0 44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 82.1 70.0 70.0 58.4 70.0 70.0 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.6 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 - 90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -462 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 83.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 482 70.0 70.0 44.8 70.0 70.0 43.5 70.0 ADD GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HT. OPTION aem: 48 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -75.0 -46.1 -75.0 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -40.4 POS 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 70.0 70.0 51.4 70.0 70.0 48.7 70.0 48.1 70.0 70.0 45.3 70.0 70.0 70.0 70.0 42.5 70.0 70.0 41.3 70.0 -90.0 -42.2 40.4 67.3 50 5/8 NEG -51.1 -75.0 -49.9 -75.0 -90.0 -46.9 -75.0 -53.4 -75.0 -75.0 -882 -75.0 -46.9 -75.0 -75.0 -71.1, -43.4 -75.0 -70.1 422 -75.0 -68.4 .412 -75.0 -66.7 -40.2 -64.9 -39.2 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 70.0 70.0 53.4 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 442 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 40.2 70.0 64.9 392 70.0 63.3 1070 7ECMVOLOOr DRIVE NOKOMIS, FL 24275 • P.O. BOX 1529 54 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -75.0 -70.3 -422 -75.0 -66.5 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -38.7 -75.0 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0, 47.5 70.0 70.0 -51.4 -75.0 45.3 70.0 70.0 43.5 70.0 70.0 422 70.0 66.5 41.9 70.0 65.4 40.8 70.0 39.8' 70.0 38.7 70.0 37.6 70.0 59.1 57 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -70.7 -75.0 -83.0 -39.8 -75.0 -61.8 -39.1 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -38.7 -73.3 -55.9 POi 44.8 70.0 70.0 70.0 70.0 41.1 70.0 70.0 70.0 70.0 44.7 70.0 70.0 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 61.8 70.0 38.5 70.0 58.7 37.6 70.0 -37.8 57.3 70.0 55.9 e r Visibly Better 60 NEG 422 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -42.1 -75.0 -72.4 -40.4 -75.0 -392 -75.0 -63.5 -38.0 -75.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -73.3 -55.9 -361 -722 -54.5 -53.0 P06 422 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 392 70.0 70.0 60.0 37.6 70.0 37.2 70.0 57.5 36.7 70.0 55.9 70.0 54.5 35.5 70.0 53.0 63 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -38.5 -75.0 -83.2 -75.0 -75.6 -74.3 -60.5 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -68.4 -51.6 -33.7 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 38.4 70.0 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 35.4 70.0 54.8 34.8 532 342 68.4 51.6 33.7 50.0 Saisamooet NTS -53.8153.8 -51.11 51.1 72 -55.01 55.0 -55.01 55.0 -52.61 52.8 -49.41 49.4 76 - 55.0 1 55.0 -53.21 53.2 -48.21 af12 -4521 452 -42.6142.6 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4607, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT 7 13 7045-8 1 4 1 2 1 4 0 PROWICTStviseD gampiorla do Roth Ihooksaill PRODUCT RENEWED adding Cods Ateoptance No • vep Lucas A. Turner, P E PE 558201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH 37 48 491/3 531/8 56 60 64 67.333 70.917 72 74 °XOx" WIDTH 551 /2 72 74 792/3 84 90 96 101 106 3/8 108 111 A A A A A A A A A A A HEIGHT 26 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38 3/8 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 -70.4 -87.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -88.4 -61.8 -60.4 -59.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.4 61.8 60.4 59.0 48 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -88.4 -81.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 582 55.1 54.3 52.8 50 5/8 NEC -75.0 -75.0 -75.0 -75.0 -71.9 -63.9 -58.9 -55.6 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54 NEG -75.0 -75.0 -75.0 -75.0 -67.7 -60.0 -58.1 -52.6 -48.9 -47.9 -46.4 POS 70.0 70.0 70.0 70.0 67.7 60.0 56.1 52.6 48.9 47.9 46.4 57 NEG -75.0 -75.0 -75.0 -72.1 -84.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 70.0 64.9 58.5 53.8 49.4 45.8 44.8 43.5 60 NEG -75.0 -75.0 -75.0 -69.5 -62.7 -56.2 -50.4 -45.9 -42.8 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 62.7 56.2 50.4 45.9 42.8 42.2 41.1 63 NEG -75.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 39.7 38.6 TABLE 9. °XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16° LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO° OR "OX" SIZES UP TO 74° WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16°HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "113- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.01 55.0 A NOTES: Q ; 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 3 X 1 3 0 1 3 x O O X P. the Axles PRom ,CT RENEWED aseempiyl:gvtth the Find& Dolddeg CQ11 Acaptasm Na CR ___ t (77, ( /ice" F.K. Rem, F.K. Neneax F.K F.K. Date 3/25103 Data 7/40/03 Dare: 6123105 Dare 12/17/02 Ra,vbr° 8 C Rawskar 0 chewer ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76° HEIGHT OPTION D. 1070 TECHNOLLOGYDRNE NIIKOMLS, FL 34275 P.0 BOX 1529 NOKOMIS, FL 34274 I 13 " Visib6 Better PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ra° ALUMINUM CASEMENT WINDOW, IMPACT SeasslbdN: 18.7. 9Msz CA-740 I NTSI 8 a 13 IDrwrAngtix 7045 -8 Lucas A. Turner, P.E. PE #582D1 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL- 3582, FTL -3729, FTL -4507, FTL-4608 GLAZING OPTIONS: A. 5118" LAMI (1/8 "A,.090,1/8 "HS) B. 5/18" LAMI (1 /81HS,.090,1 /8"HS) C. 7/16" LAMI (3/16"A,.090,3/16 "HS) E. 13/16" LAM! (1/8"HS,3/8" SPACE,5/16" LAMI -W/ 1 /8"1-IS,.090,1/8 "HS) F. 13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16 "HS) HEIGHT ',COX° VENT FIXED 69.264 86.919 95.973 108.649 115.892 122 123.135 128.000 130 130.378 134 Reed B F.K Re,rodep. fK Re legy: F.K. G»w er: F.K WIDTHS 19.125 24 27 30 32 33.687 34 34.791 35.896 38 37 9126/03 7/10/03 Deka 6123105 12/17102 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60 B Re°abou: C D Ceeelaa Br A B,E C,F A B,E C,F A B,E C,F A 8,E C,F A B,E C ,F - A B,E C,F A B,E C,F A B,E C,F A B,E C,F A B,E C,F _-90.0 A B,E C,F 25 1 36 • NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -72.9 -75.0 -90.0 70.01-47.3 POS NEG 70.01-75.0 70.01 -75.0 70.01 -90.0 70.0 (-69.1 70.01 -75.0 70.01 -90.0 70.01 -60.5 70.01 -75.0 70.01 -90.0 70.01 -53.5 70.01 -75.0 70.01. 0.0 70.0 -49.9 70.01 -75.0 70.01 -90.0 70.01 -75.0 70.01 -90.0 70.01 -48.8 70.01 75.0 70.01 -90.0 70.01 -45.5 70.01-75.0 70.01 -90.0 70.0 f -43.8 70.01 -75.0 70.01-90.0 70.01-43.5 70.01 -75.0 70.0 1 -90.0 70.01-42.2 70.01 -75.0 70.01 -90.0 POS 70.0 - 70.0 70.0 89.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0, 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 383/8 1 43 NEG -75.0 -75.0 -90.0 -83.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 I -75.0 ( 70.0 44.01- 48.4148.4 POSINEGIPOS - 70.01 -74.1 x70.0 - 70.0 1 -75.0 70.0 70.01 - 90.0170.0 63.41 - 56.5156.5 70.01 - 75.0170.0 70.01 - 90.0170.0 57.2 1 -62.11 62.1 70.01 - 75.0170.0 70.01 - 90.0170.0 50.4 44.5 54.5 70.01- 75.0170.0 70.0 -90.01 70.0 46.81 - 51.3151.3 70.01-75.0170.0 70.01 - 90.0170.0 70.01 - 85.8170.0 43.61-47.9147.9 70.01 -75.0 70.0 70.01 - 85.0170.0 42.61-48.7146.7 70.01 - 75.0170.0 70.01- 82.8170.0 41.21 - 45.1145.1 70.01 - 75.0170.0 70.01- 79.9170.0 41.01 -45.0145.0 70.01 - 75.0170.0 70.01 - 79.6170.0 39.71 -43.5143.5 70.01- 75.01 70.01-77.1170.0 ADD CLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 70° HEIGHT OPTJON NEG -64.9 -75.0 -90.0 - 50.4 -75.0 -90.0, -55.2 -75.0 -90.0 ' -50.7 75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 POs 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50 518 - NEG -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 - 52.6 52.6 -75.0 -90.0 -48.2 -75.0 - 79.5 -45.5 -75.0 -73.2 - 42.8 -75.0 -69.4 -42.4 -75.0 46.8 -41.6 -75.0 -67.3 -40.4 -75.0 -85.3 - 40.3 -75.0 -65.1 -39.2 -75.0 -83.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 87.3 40.4 70.0 85.3 40.3 70.0 85.1 39.2 70.0 63.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34773 P.O. BOX 1579 NOKOMIS, FL 34270 54 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -80.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 84.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 57 80 NEG -58.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -592 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 Pi di 17 58.1 -53.3 70.0 -90.0 46.2 -43.6 70.0 -77.2 700 -75.0 40.7 -38.6 70.0 -75.0 39.5 -37.5 61.0 -58.4 39.3 -37.3 38.7 -38.9 70.0 -73.7 692 -56.5 37.7 -36.2 70.0 -72.4 57.6 -54.7 70.0 -71.0 POS 53.3 70.0 70.0 392 70.0 70.0 43.6 70.0 70.0 40.1 70.0 68.3 38.6 70.0 61.4 37.5 70.0 58.5 70.0 54.7 70.0 54.6 70.0 63 NEG -50.5 -75.0 -90.0 -73.8 -85.2 -41.1 -75.0 -38.0 -75.0 -63.1, -38.6 -58.8 -55.7 -71.0 -552 -35.0 -70.1 -53.8 -34.3 -68.6 -34.3 -67.4 -50.0 SakaAniet POS 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 83.1 36.6 58.8 35.7 70.0 55.7 70.0 35.0 70.0 53.8 34.3 51.9 34.3 88.5 51.7 67.4 50.0 -55111 55.0, 45.01 55,0 -55.01 55.0 552 -51.51 51.5 40.11 50.1 -ail 48.1 -48.0148.0 72 -55.01 55.0 -50.91 50.9 47.2147.2, 76 NEGIPOS -55.01 55.0 -47.7147.7 43.0143.0 -41.8141.8 °X0' & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT INIDTH AND THE FIXED WIDTH. TABLE 12. °X0" or °Or & "MIX" UNEQUAL LITE WINDOWS ALL "COX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or 'OX" SIZES UP TO 97° WIDE x 63" HIGH WITH 37" MAX VENT WIDTH AND 60° MAX. FIXED WIDTH TEST REPORT: FTL-3580 70.0 TABLE 12A. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: F'TL-3580, F11-4607, FTL-4608 ALL "(Or SIZES UP 70 134° WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL `3(0° or "Or SIMS UP TO 97* WIDE x 76" HIGH WITH 3r MN( VENT WIDTH AND 60° MAX. FIXED WIDTH NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR A 114" SS4 CRETE-FLEX ANCHORS. 2.1F INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT 9 13 7045-8 0 UNEQUAL LITES UNEQUAL IJTES UNEQUAL UTES NOWT P.EntWli aft Mud& GO MOM= REAM rdla 2: A z' PE #58201 Mechanical Read Br F.K Roach* F.K F.K Ctravm de F.K. Datw 325/03 0 7/10103 MAX. HEIGHT (SEE SHTS. 3 & 4) Dec 8123105 Dare: 12/17/02 VERTICAL SECTION OPERABLE UNIT B C : D Checks dfly( MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING AXED & OPERABLE VENT (SEE SHTS. 3 & 4) ADD 13/18'1.0. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 Oats: REFERENCE "XO" & "XOX" FRAME ( REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 ® Q ASSEMBLY DETAIL, SHEET 11 Q VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOM IS, P1.34275 P.O. SOX 1529 NOK01413. FL 34274 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX - 0124: MAX. VENT 11 4-- -DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) yr yr MAX. VENT O DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) Visibly Better HORIZONTAL SECTION - X Clexoplicwr SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Sedetaladek 1 NTS HORIZONTAL SECTION - XX 10 d 13 ,,/ REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 11 Q 7045 -8 moiler REVISED WM die Haft 1 PRODUCT RENEWED as complying with the Florida Aceeptessee No • If • 7 ' 1' % - /or Lucas A. Turret, P.8. PE 1/58201 Mechanical 201 #12x1 MAX. O.C. SMS W/ ( FRAME ASSEMBLY 13" NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 X. .C. W/ (2) SCREWS TUBE, MATL: 6063 -T6 i 3" APART AT MID -SPAN "X" FRAME JAMB "X° FRAME JAMB I V P r "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB / "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL A —0 1.376" .095" 1 .440" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 .434" 2.854" .062" NOM. 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 3.544" .062" NOM. — 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063-T6 DWG# 7005A .062" NOM. L 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A PRODUCT WAVED as complying wish eiae Viiscid& &Meg Acse0.5c,11" 2.919" Ran48r F.K. B".mey FK Alva F.K. Bete- 3/25/03 7/10/03 Data 6/23/05 Onnal By rte: F.K. 12/17/02 Ravaimis: c - RovfaBxrs: NO CHANGE 17119 SHEET NO CHANGE THIS SHEET D / ADD ITEM 89 aheolreiBr Oats: 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS ft 34274 19 Visibly Better : EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT CA•740 SO1* Sage NTS I 11 0 13 7045-8 Rur D Lucas A. acme, P.E. PE #58201 Mechanical PARTS LIST CONT. ITEM DWG # POT. 4 DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN EMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/811S, AIR SPACE, 5 /16 "LAMI) 5/16' LAM1= (2) LTIES OF I/8 "HS GLASS WITH AN.090 INTERIAYER - SOLUTIA OR DUPONT PVB 87 13/16" LG. GLASS (1/8"11S, AM. SPACE, 7 /16 "LAMI) 7/16" LAMI = 3/16A & 3/16HS GLASS WITH AN.090 INT ERLAYER - SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8 "14S, AIR. SPACE, 7 /16 "LAMI) 7/16" LAMI= 3/1611S & 3/16115 GLASS WITH AN.090 1NTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) PARTS LIST ITEM DWG # 3 4 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 69 70 71 72 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 781PQA 67017K 78X78PPSMS 7858ZA 710xx12FP 617247 6163K 61635K 60976 78x12PSTW/13 67004 712X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 12 "X12 "X1/8" CLOSED -CELL FOAM TAPE SASH- TOP, BOTTOM & SIDE RAILS #8X1 QUADPHSMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK , LOGIC SUPPORT PLATE #10.24 X.562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & EFL) #8 X .875 PH. PN. SMS TM BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 88-32 X .375 PH. PN. TYPE B STUD BRACKET (LH. & RR) #8 X 5/8 "FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP- ONI3ANDLE 12" HINGE (HEAVY DUTY) #10 X.500PH.PHL. 5/16" LAMINATED .090 DTIERLAYER (118A & 1/8115 GLASS) - SOLUTIA OR DUPONT PVB 5/16" LAMINATED .090 INTERLAYER (1/8HS & 1t8HS GLASS) - SOLUTIA ORDUPONTPVB 7/16' LAMINATED .090INIERLAYER (3/16A & 3/16115 GLASS) - SOLUTIA OR DUPONT PVB 7/16" LAMINATED .0901NTERLAYER (3/16115 & 3/16HS GLASS) SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16") GLAZING BEAD (7/16") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEX. SMS CASEMENT FRAME ASS'Y. TUBE #12 X I" PH. PHIL. TEE. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE .050° 5/16' GLAZING BEAD M ATL• 6063 -T6 DWG# 7036 .523" -' r 1 " 0 7/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" � .423" O CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 1 .040"-- .172- .870" .870" .050" .569" 0 13/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 1.124° .093" 0 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A I NSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701' Z I r t the " 1r F4-4 1 FRODUCT ROOM as complyIng *Mt the nuns Bolding Ode Atinftelv Nx rues F.K tea, F.K. Rowel Bg F.K yaw: 3/25/03 oak 7/10103 Dale 623/05 8 Revisions: 0 D Damnify: Deia: Cranod8) Daia: F.K. 12/97102 ADD 13/16"1.G. GLASS $ GLAZING 8E4D NO CHANGE 77413 SHEET ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 1529 NOKOMIS: FL 34274 PARTS LIST & EXTRUSIONS War ALUMINUM CASEMENT WINDOW, IMPACT Sealesegodat CA -740 s NTS 12 13 °maw Ma 7045-9 Lucas A. 'lamer, P.E. PE 458201 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --"-f £SEE NC'T.:. 4 aY: FK F.K. F.K. cvaialas FJG 1 112" ,_ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NOTES: L 4. FOR CO CRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4 " ELCO TAPCONS OR 1/4" SS4 :CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2". SEE SHEET 1 FOR SPAC IN G 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. 3/203 MOM • Gam: 8123106 oar 12117/02 NO CHANGE THIS SHEET NO CHANGE THIS SHEET A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -i r £SEE NOTE 1 £ SEE NOTE 4 114° MAX. SHIM £SEE NOTE 1 OPERABLE UNIT FRAME TO CONCRETE REVISE NOTES AND REMOVE 3116° TAPCONS 8 1114 SCREWS Gates JJ ,® SEE NOTE 4 se 0 ': :. ' . . i,...„,„.„„..... 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK 1 1/4" ..J 1 1/4" MIN. MIN. FIXED UNIT FRAME TO CONCRETE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1/4" MAX. SHIM r _ £ SEE NOTE 2 Visibly Better p 2x WOOD BUCK (SEE NOTE 3) Ossabgew ANCHORAGE DETAILS rues: ALUMINUM CASEMENT WINDOW, IMPACT ew.rac,a". CA-740 1 1/2" L._ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK NTS SEE NOTE 4 13 a 13 £SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 7045 -8 £ 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK faraltkleT SEMIS • -12.' 11 .Xr3 PRODUCT RENEWED camlyiagosith the Molds Daft Cade Matto 1 v: :f70S' Lucas A. Turner, P E. PE 558201 Mechanical