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WS-16-2864Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. WS -10-16-2864 Pma Permit Type: Windows/Shutters errT11bark Ciassification: Window/Door Replacem Permit Status: APPROVED Issue Date: 11/16/2016 Expiration: 05/15/2017 Parcel Number Applicant 289 NW 111 Terrace Miami Shores, FL 33168- 1121360010380 Block: Lot: GREICY LOVIN Owner Information Address 289 NW 111 Terrace MIAMI SHORES FL 33168- 289 NW 111 Terrace MIAMI SHORES FL 33168- Phone Cell Contractor(s) Phone SURFSIDE CONSTRUCTION SERVICE (954)658-9337 Cell Phone Valuation: Total Sq Feet: $ 11,522.00 0 Type of Work: REMOVE & REPLACE 12 WINDOWS AND 3 S No of Openings: 15 Additional Info: REMOVE & REPLACE 12 WINDOWS AND 3 S Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.20 $3.75 $3.75 $2.40 $250.00 $9.00 $9.60 $285.70 Pay Date Pay Type Invoice # WS -10-16-61735 10/20/2016 Check #: 1152 11/16/2016 Check #: 1055 Amt Paid Amt Due $ 50.00 $ 235.70 $ 235.70 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructioyLand zoning. Fy1)he m re, I authorize the above-named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy November 16, 2016 Date November 16, 2016 1 t. \o\ \o\' wk BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 3BUILDING ❑ ELECTRIC, ❑ ROOFING El PLUMBING E MECHANICAL ❑PUBLIC WORKS FBC 201 -h Master Permit No. W S 10— It) --Z8(, 4 Sub Permit No. ❑ REVISION ; ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF El CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ? 9 Na -/-3 1 11`"--xr,<.ce. - City: .. Miami Shores County:. Miami Dade Zip: Folio/Parcel#1/' 24347 - OI- .030 © Is the Building Historically Designated: Yes NO Occupancy Type: . • Load: Construction Type: Cas- Flood Zone: }j • BFE; . FFE•' r �• "■h■ t v, , .j ', ✓''((,, y OWNER: Name (Fee Simple Titleholder): LA (! y'w Phone#: (ID(o - 41 I- 2485 Address: Ze59 t4Ui 11144-\- CR-- •• City: M 1 alet I State: Zip: Tenant/Lessee Name: Phone#: CONTRACTOR: Company Name: Ps c r . Phone#: J'_ 5 -932 f Address: isyi3 S ) .4-1.11-1 _ } - _ City: Qualifier Name: - State Certification or Registration #: Email: State: 6.—O I i Zip: ..03)V. GA G • Phone#: ; , . • GCz2�14 4 Q � Certificate of Competency # .r 4', i ' +'1..1.1, R o or 7 4 DESIGNER: Architect/Engineer: Phone#:• Address: City: <... ''•State: Zip: r J i j52.1: '32.- Square/Linear Footage of Work: Lr�-,/ a j Alteration ❑ New ❑ Repair/Replace ❑ Demolition Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: ►SCAR., 4' 12la.Ge- 12. LJsi- 1.ouas Specify color of color thru tile: Submittal Fee $ 50 ;d Permit Fee $ 2-5-0 CCF $ 4. .ZO CO/CC $ Scanning Fee $ C)I Radon Fee $ S. S DBPR $ 5 Notary $ -406" Technology Fee $ Q7Training/Education Fee $ 2_ Double Fee $ Structural Reviews $ Bond $ _®" TOTAL FEE NOW DUE$ 2- J5• (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. ; -t' , . '. ? '' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR-PRb'EI TY:' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR -LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ' '1 "-i,' , Notice to Applicant: As a condition to the issuance of a building permit with anestimated 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 wilhbe charged. Signature SOWN '-.r AGENT The foregoing instrument was acknowledged before me this The fore oing instrument was acknowledged before me this 20 by 3 day of• Al i• , 20 I by 1 4 day of era;1 ! 'n' , who is personally known to me or who has produced )i! L.-/ Gie:LS. _ _L as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: • ,...e., 'i%e , K. A.10 ;, ;' MY COMMISSION i 462 -. ' EXPIRES: May 1, 2019 r. .--.41... ',..1 Public PF F.a' Bonded ThN Notary ,,,mow:. **************************** o is personally kno me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print ' Seal: 40r Iotor ow • r r9�y,PY'e: Err 4 •.,;,:- EXPIRES: May 1, 2019 '• ,,` Bonded ThalNotary Public Underwriter KAKING OMMISSION # FF 224626 c************************'*****************************tit**************** ho APPROVED BY Plans Examiner (Revised02/24/2014) 47, Zoning Structural Review Clerk SURFSIDE CONSTRUCTION SERVICES INC. 5973 SW 54 CT DAVIE, FL 33314 954-658-9337 8/3/16 JOB: GREICY LOVIN 786-416-2185 289 NW 111 TERR MIAMI SHORES, FL caridadsdaughter@yahoo.com CONTRACT FOR NEW PGT ALUMINUM WINGUARD LARGE MISSILE IMPACT WINDOWS & DOOR, WHITE FRAMES AND CLEAR LAMINATED GLASS & PLASTPRO IMPACT FIBERGLASS DOOR INCLUDING INSTALLATION FRONT OF HOUSE 1 - 710 HORIZONTAL WINDOW 74" X 50" XO EGRESS 2 - 710 HORIZONTAL WINDOW 37" X 50" XO 3 - 3068 FIBERGLASS RHOS 6 PANEL DOOR 6.9/16" COMPOSITE JAMBS & BRICKMOLD, STAINLESS STEEL HINGES, COLONIAL CASING & SATIN NICKEL TAVARES HANDLE & PEEPHOLE 4 - 710 HORIZONTAL WINDOW 111" X 63" XOX 5 - 710 HORIZONTAL WINDOW 74" X 50" XO RIGHT SIDE OF HOUSE 6 - 710 HORIZONTAL WINDOW 74" X 38" XO CC (esS 7 - 710 HORIZONTAL WINDOW 74" X 38" XO E6 Cec5 REAR OF HOUSE 8 - 710 HORIZONTAL WINDOW 37" X 50" XO 9 - 710 HORIZONTAL WINDOW 37" X 26" XO, WHITE INTERLAYER 10 - 710 HORIZONTAL WINDOW 37" X 50" XO 11 - 2868 FIBERGLASS LHOS 6 PANEL DOOR 6.9/16" COMPOSITE JAMBS & BRICKMOLD, STAINLESS STEEL HINGES, COLONIAL CASING & SATIN NICKEL KATARA LEVER COMBO 12 - 710 HORIZONTAL WINDOW 37" X 38" XO LEFT SIDE OF HOUSE 13 - 710 HORIZONTAL WINDOW'49" X 37" XO -1- X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 14 - 2668 FIBERGLASS RHOS 6 PANEL DOOR 6.9/16" COMPOSITE JAMBS & BRICKMOLD, STAINLESS STEEL HINGES, COLONIAL CASING & SATIN NICKEL KATARA LEVER COMBO 15 - 710 HORIZONTAL WINDOW 111" X 50" XOX DISCOUNT IF A 50% DEPOSIT PAID, NO CREDIT CARDS AND ORDERED BEFORE 8/12/16 CAULKING & SCREWS INCLUDED 50% to order Balance due to pick up material X1 X1 - $ 771.74 TOTAL AMOUNT $11,521.32 OWNER SIGNATURE 27/-)2-L'" -2- ‘,.\\I„.k..soyo; krz umsvrve\cvm 0 ora; (1 cm, SURFSIDE CONSTRUCTION SERVICES INC. 5973 South West 54th Court, Davie, Florida 33314 Phone (954)587-0806 Fax (954)584-4743 Date: State of County of itY. 1401 Before me this day personally appeared 1301214 02.10 who being duly sworn, deposes and says: That he will be the only person working on the project located at Z 9 NI) II1"_/ 1 dCL whafry) Shor¢_S, h. 3 i/f6 C-GCO22744 Sworn to (or affirmed) and subscribed before me this _? day of , 20 I , by Owner Personally Know Or Produced Identification Type of Identification Produced K A KING MY COMMISSION # FF 224626 EXPIRES: May 1, 2019 Bonded Thru Notary Public Underwriters Print, Type or Stamp Name of Notary Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Stioret, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice. to Owner — Workers' Com • ensation Insurance Exem • tion Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida: Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this' requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the cdnstruction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a -limited liability company (LLC) in the construction industry`.may elect to be exempt if: 1. The officer owns at least- 10 percent of the stock of the corporation, or in the case of an LLC, a statement attestingto the minimum l0 percent ownership; 2. The officer is listed as an officer of the .corporationin the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and :listed -as active with .the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project, In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade The foregoing was acknowledge before me this j. day of �.. 1- , 20 j ( . By me or has produced as identification. Notary: SEAL: Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida County of Miami -Dade The foregoing was acknowledge before me this 'day of By Notary: , 20 14{ . t 'a ';. j 1 . e • Who is personally known to a or has produced as"identification.' SEAL: ,. .011. 'ey K k KIN . MYtOMMISSION # FF 224626 ' .�.,: EXPIRES: May 1, 2019 Miami Shores Viiiage Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A. COPY OF QUALIFIERS STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. /COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. ✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. ✓ COPY OF LIABILITY INSURACE* E. ✓ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: <. MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: S'CL4 i2€-' C?a; BUSINESS ADDRESS: 5g7 3 Sc) CITY 111.E STATE X- ZIP BUSINESS PHONE: (.95 ) ase - 9331 FAX NUMBER ( ) t t CELL PHONE ( ) /1 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C C-+ 0 a, 741' ' PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY EXEMPTWN CERUIRCAMOFMECUM 70BEEXEMPT ROMFLORIDA WORNERr ootlaBA ION LAW EFFECIIIIIEDATE 9r4Q015 EXPIRATION DAT& PERSOR RIZG ERAtn THOMAS Fmk 650401515 BUSINESS NAME AND ADDRESS` SURFSIDE CONS1RUCiON SERVICES INC DAVE FL 33314 StOPES OF BUSINESS OR TRA 9/10017 G IMPORTANT Keenan 441105(14).F.S,>naliterafacaporatk i who elects exemp5anMan tunderlies section Wfrrigaoerii6cateof election underlies section map not recover bendRsor aanimitbn tindarihis &O Pwarrantto Chapter 440_05(12). RS., (edges of election to he npt-appyonlywdhitthe seepeafthebusinganode fisted on the notice af ekafion to be exempt. Pursuant to Chapter 440.05(13), Ea. Notices of election to be and of el ea on to be shote subject torewea6an ff, at anfvn yeafterthefif g of the nofice or Me issuance 011ie asci the person tared an Hie noticeorcertitudeno (anger medsthe fe netdsofthis =dim for isscranceof a oerrdinde. The deprebaadsine revoke certificatetrin n oerat any e forfeiture afore person named an the cediftr totriedthe requianerdsofthis sept. CENSED GENERAL CONTRACTOR DFS -F2 -DV -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)4131808 RICK SCOTT, GOVERNOR STATE-OF:FLORIDA DEPARTNIENT.OFausttesi,AND PROFESSIONAL -REGULATION CONSTRUCTION INDUSTRY -LICENSING BOARD.. KEN LAWSON, SECRETARY. The,GENERAL-CONTRACTOR `,NamecU.belpvilS:CERTIFIED TUnder.thiprovitions-of Chapter 4139 FS -.E*Itatittn- clatAUG 31;'2013 • FITZGE*LD;,THOMAS-G414"- -,SURFSIDE CONSTRUCTSiCESINg -6973 SVV.54-ay DAME " *r tN14• . :4;i4.4.ktNii., • '144,1,,,, .-..01, ..• 44:•.Z.- :,.- ,. •••=re' . ..;:114. - ..,..,' . i-::: tR.s. :- -,e'ttl-- -`t.i...'' ,- -.7T-; ""::,-- 14:r5.; ' l . ' v., DISPLAY AS REQUIRED BY LAVV 44:7r-‘41:-Y`rfh • ISSUED: 06/0512016 SEQ* 1.1606050001402 , c, CERTIFICATE OF LIABILITY INSURANCE DAT10/19/2016 YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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 Heritage Insurance Services LLC PO Box 1508 Palmetto, FL 34220 CONTACT Julie Clements PHONE FAX j IC No Ext): (NC, No): X17231440 NNC # ADDSS: jclements@heritagefla.com INSURER(S) AFFORDING COVERAGE INSURER A: Accident Insurance Co 11573 INSURED Surfside Construction Services, Inc 5973 SW 54th Ct Davie, FL 33314 INSURER B : CPP 0019822-01 INSURER C: 07/25/2017 INSURER D : $ 1,000,000 INSURER E : CLAIMS -MADE ,, OCCUR INSURER F : $ 100,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POUCY EFF (MM/DD/YYYY) POUCY EXP (MM/OD/YYYY) LIMITS A / COMMERCIAL GENERAL UABILITY CPP 0019822-01 07/25/2016 07/25/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE ,, OCCUR DGE TO PRISES (Ea occu REED $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO JECT LOC PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS FIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per acciden) $ $ UMBRELLA LIAB OCCUR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS AND ANY OFFICER/MEMBER (Mandatory If yes, DESCRIPTION COMPENSATION EMPLOYERS' LIABILITY Y / N PROPRETOR/PARTNER/EXECUTNE I E)cLUDED? N / A PER OTR - STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ in NH) describe under OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION I Miami Shores Building Department 10050 NE 2d Ave Miami Shores Village, FL 33138 thepermitrunner@ad.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD - - • • • uucrudle, r L ji3U1-1895 954-831-4000 VALID OCTOBER 1, 2016 THROUGH SEPTEMBER 30, 2017 DBA: Business Name: SURFSIDE CONSTRUCTION SERVICES INC . Receipt #:aaR5Ap&I Owner Name: Business Location: Business Phone: Rooms THOMAS G FITZGERALD 5973 SW 54 CT DAVIE 954-587-0806 Seats NTRACTOR Business Type:CONTRACTOR) Business Opened:01/26/1994 StatelCounty/Cert/Reg:CGCO22744 Exemption Code: Employees Machines 1 Professionals u her of Machines: Tax Amount Transfer Fee NSF Fee 27.00 0.00 0.0 ForForVendjng mess On Penatty 0.00 Vending Type: Prior Years (GENERAL ion Cost 0.00 0.00 Total Paid 27 . 00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: THOMAS G FITZGERALD 5973 SW,54 CT DAVIE, FL 33314 This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. 2016 - 2017 Receipt 81(7P-15-00020561 Paid 08/22/2016 27.00 egt /ft AoSt1A • A ves ita *.-Arlir..„31 Ir1.1""1" rt.!, Contractor: Surfside Cons 5973 SW 54th Court Davie, FL 33314 12 11 10 9 ice Inc. 8 1 Story House Built in 1952 Bedr• om APPROV 3 4 [Miami Shores Village ED BY DATE 1 I ]11111 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS ws -1.13 0(4 Bedroom 1- 74" x 50" - PGT Horizontal Roller - Series 710 2 - 37" x 50" - PGT Horizontal Roller - Series 710 3 - 36" x 80" - Plastpro Swing Out Door - Series 15210.1 4 - 111" x 63" - PGT Horizontal Roller - Series 710 5 - 74" x 50" - PGT Horizontal Roller - Series 710 6 - 74" x 38" - PGT Horizontal Roller - Series 710 7 - 74" x 38" - PGT Horizontal Roller - Series 710 8 - 37" x 50" - PGT Horizontal Roller - Series 710 9 - 37" x 26" - PGT Horizontal Roller - Series 710 10- 37" x 50" - PGT Horizontal Roller - Series 710 11- 32" x 80" - Plastpro Swing Out Door - Series 15210.1 12 - 37" x 38" - PGT Horizontal Roller - Series 710 13 - 49" x 37" - PGT Horizontal Roller - Series 710 14- 32" x 80" - Plastpro Swing Out Door - Series 15210.1 15 - 111" x 50" - PGT Horizontal Roller - Series 710 NOA # PGT HORIZONTAL ROLLER -16-0714.13 FL # PLASTPRO OUTSWING DOOR - 15210.1 Egress Window Bedroom I 6 •• • • • • .••• 5. • . . . i_•giess Window•• 00 00• . . • •••• •• • • • •0• .00 • 4400 00• •• • • • •• • • • • • • • • • • • • • • • • • 00 00 • • 00 0• •0' • • • • • 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• 00 000 • • • 000 • • Job: Greicy Lovin 289 NW 111 Terrace Miami Shores, FL FLORIDA BUILDING CODE, 5th Edition (2014) / ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 15 -43.4 -42.4 -41.6 -41.1 -40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 16 -44.0 -43.0 -42.2 -41.6 -41.1 -40.7 -40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 17 -44.6 -43.5 -42.8 -42.2 -41.7 -41.3 -40.9 -40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 18 -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 20 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 24 -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 26 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 28 -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 30 -50.3 -49.0 -48.2 -47.5 -47.0 -46.5 -46.1 -45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 32 -51.0 -49.7 -48.8 -48.2 -47.6 -47.1 -46.7 -46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 34 -51.6 -50.4 -49.5 -48.8 -48.2 -47.7 -47.3 -47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 36 -52.2 -51.0 -50.1 -49.4 -48.8 -48.3 -47.9 -47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 48.7 -52.8 -51.6 -50.6 -49.9 -49.4 -48.9 -48.4 -48.1 -47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 49.2 -53.4 -52.1 -51.2 -50.5 -49.9 -49.4 -49.0 -48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 50.2 -54.5 -53.2 -52.2 -51.5 -50.9 -50.4 -50.0 -49.6 -49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 51.2 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 52.0 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 52.9 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 53.6 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5) CATEGORY Engineering -Services, Inc. 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784-6991 Tel • (954) 781-5708 Fax amanda@c5es.com • CA #25854 !Mean Roof ` iTr butary Area (sq. ii)Height r 00( 10 15 20 25 30 35 40 45 50 15 CD40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56,4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 -49.6 -49.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -63.7 -61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.71 44.2 43,8 43.4 43.1 -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 -65.8 -63.9 -62.4 -61.2 -60.2 -g3 t}8: :-5:8 52 52.0 50.7 49.7 48.9 48.3 47.8 17.3 46* 41.6 -69.7 -66.9 -65.0 -63.5 -62.2 -61.2 -68.4 -SCJ: :-5L8 56 52.9 51.5 50.5 49.7 49.1 48.5 4R.1 047!6 fi?.3 -70.8 -68.0 -66.0 -64.5 -63.2 -62.2 -61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 • -62.0 • •61.3 460.6 , General Notes 1 These tables list allowable pressures (Waal), given as 0.6' Walt, where Wal, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein, 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. ULTIMATE WIND SPEED (mph) = 175 EXPOSURE CATEGORY = C Tables are valid for the following conditions only: 1 Wind Speed, (V,,,,, 3 -second gust) = 175 mph 2 Risk Category: II (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi = 0.18 Consult an Engineer for any other conditions Instructions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building corner, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to' above, shall•be calculated as the • !nailer of 3096 of the minimum building width or 40% of • • Nigh= but not less than 3 feet. teec:the wflrg case positive and negative design pressures • f•r u•e asar quired by governing building department. •• • ••• • • • • • • • • • • • • • •• • • • • • • • • • •• •• • ••• • • • • • • • • • •• ••• • • • • • • • •• • Emma T. Mellinger, P.E. FL P.E. # 50049 • • • ••• • • • • • • • • • ••• • • • • • •Date: • • Mary,1'8,•2016 • , or Val d without Sigr'iature and Raised Embossed Seal Prepared by: The Permit Runner 954-394-8869 thepermitrunner@aol.com DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 0—GT Industries, In� 1070 'Technology Drive MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy North Venice, FL 34275 .... • SCOPE: • •••'• This NOA is being issued under the applicable rules and regulations governing to use of construction materials. The documentation submitted has been reviewed and accepted by Miall ade Cc urnty RER Product Control Section to be used in Miami Dade County and other areas where 41py 1 by thQkithority Having Jurisdiction (AHJ)... •.. .... . This NOA shall not be valid after the expiration date stated below. The Miantiii•Ita e. County•Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miathi—Da& Coirity) :verve the right to have this product or material tested for quality assurance purposes. It thit'product or material' fails to perform in the accepted manner, the manufacturer will incur the expense of such testing dn: AHJ' may immediately revoke, modify, or suspend the use ofsuch product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTIOl Series ".UR -710" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING(Large and Small Missile Impact Resistann LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED .) NOA No. 16-0714.13 Expiration Dale: December 21, 2021 Approval Date: September 01, 2016 Page 1 • • • • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • . (Submitted under NOA's No. 07-0815.09 and 06-0405.06) : . • . • . 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller WindoCImpact",•s'11ee'tc 1 .. through 11 of 11, dated 02/28/06, with revision G dated 05/05116: ptepareJ by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.• • • •• .. . . • B. TESTS• • • •• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading,pjX$C, TSAS' b2-94 2) Large Missile Impact Test per FBC, TAS 10114 . 3) Cyclic Wind Pressure Loading per FBC, TtS A3-94 • • along with marked -up drawings and installation diagram of a PVC•slidine pAss door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4gG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted wider NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0905.06) Manuel Pers E. Product Control E •u er NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 . • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 . 2) Uniform Static Air Pressure Test, Loading per F$C TAS 2V-94 3) Water Resistance Test, per FBC, TAS 202-9f' • . • • • • . ..4) Large Missile Impact Test per FBC, TAS 2b1314. • .• • 5) Cyclic Wind Pressure Loading per FBC, TA.S.243-94 . 6) Forced Entry Test, per FBC 2411.3.2.1, TABS 94 : • .. • along with marked -up drawings and installation diagram of an•XVX:alumiititte. horizontal sliding window, prepated by Fenestration Testing Laboratory, Iric. Test Report No. FTL-4859, dated 03/08/06, signed and sealed by $dm'u110 Laxgaegpada, P.E. (Submitted under NOA No. 06-0405.06) . • . • •. • . •••• • . • . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/14/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • . . . • . . • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. E-2 /Ue J Manuel Pe Product Control E NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FSC-5te Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lyin Miller, P. . • (Submitted under previous NOA No. 15-0519.09) "" 2. Statement letter of no financial interest, dated May 16, 2015,1isue4 by manufacturer', signed and sealed by A. Lynn Miller, P.E. •.... .. •. . (Submitted under previous NOA No. 15-0519.09)• • • 3. Laboratory compliance letter for Test Report No. FTL-5330, iSsgedby FemstrAtion Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Tartos S. Riorid'a, P.E. (Submitted under NOA No. 07-0815.09) '•• • • 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-S,'issued . by Fenestration Testing Laboratory, Inc., dated 03/08/06, 'signed d ani •wa ed by • • • • • . Edmund() Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR -710" Aluminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. E-3 Ce/N1,10 Manuel Pere Li Product Control Exa +i ', • r NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 (GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGET53ND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A. 5/16" LAM) CONSISTING OF (2) LITES OF 1/8 r.0 _ ♦ • .090""PVB"INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. E. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. STANDARDS USED: 42014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NOS•2012 FOR W000 CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM -2010 •AISI•S100'07/52.2010 G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5116" OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. I. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16" LAM/ CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 716" LAM) CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH A.090" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, X0. XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGI-IaL4C4,Tyy HURRICANE ZONE (HVHZ). • • • 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANit`QY R II`CUNFH/ 4G D.: • • •• ••• •• • • • ••:- • • • • NOA DRAWING MAP SHEET GENERAL NOTES1 GLAZING DETAILS 2 DESIGN PRESSURES ELEVATIONS 3 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE.. ........... 8-11 PRODUC( REVISED AS complying with the ROW& il,4kling COSe 1 iEapirluuon Dntsr/242 )2 " 14ivli WcProdaa Qaroctt ,. _ v 1. "PVB" _ .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. R•.d&c JR DMa 06/05/16 nMrnc 0 ADDED SPACERS TO SHEET 2. Rend*: Der DOC F.K, Delx 22Siv6 ChMN 8p J.J. awe 3/23/66 ROO TECHNOLOGY DRIVE N. VENICE, FL 342/5 P.O. BOX 1529 NOKOMIS. F134274 Visibly Better • ••• • .•. GENERAL NOTE/ . • no.• • • • ALUM. HORIZONTAL. ROVER aNabtet.IRIPACt • • •• •• • ar"ac•c HR710 Saibe NTS • 1 ar 11 4127-10 Arc G A LY)44 MILLER, P.E P.E.P 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 112" NOM. GLASS BITE (!0,61,82, -»— 118' ANNEALED OR HEA 1RENGTHENED GLASS .090 PVB INTERLAYER �•-- 1m• ANNEALED OR AT STRENGTHENED GLASS 5/16'NW3� 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE 112" NOM. GLASS BITE EXTERIOR INTERIOR E> (ALL SECTIONS) 66,67,68.69,70,71 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/E ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/18' OR 3/8' AIR SPACE 1/8' OR 3/16' ANNEALED OR TEMPERED GLASS 13/16" NOM. 13/16" LAMI IG GLASS W1 5/18" LAMI STRUCTURAL POLYISOBUTYLEN WITH DESICCANT EXT. GLASS SILICONE STRUCTURAL SILICONE — 1/4' NOM. FOAM— WITH DESICCANT EXT. GLASS -X/ 3/16" ANNEALED OR NEAT STRENGTHENED GLASS .080 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7(18" LAMINATED 7/16' LAMINATED GLASS ter- i v rL�� 1/2" NOM. 0 L� GLASS BITE Part# Description Material 75 Kommerling 460 TPS Spacer System See this Sheet for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 76 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL•8717, "PVB" KURARAY BIJTACITEPo PVB INTERLAYER or SAFLEX'�PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 3110' ANNEALED OR HEAT STRENGTHENED GLASS LAM/NA PVBINTERLAYER 3111 6' EO OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3116 OR V' AIRSPACE a 3!16' ANNEALED OR TEMPERED GLASS 1316 NOM. 13/16" LAMI IG GLASS W/ 7116" LAMI HOT•MELT BUTYL DINT. GLASS KODISPACE 64) KODISPACE TPS • .--3116" NOM. BUTYL 3 DESICCANT FOAM EXT. GLASS --�/ -INT. GLASS SUPER (iaSPACER® NXT 1M ALUMINUM / REINFORCEMENT pOLYISO• BUTYLENE— r18" NOM.- SEAL ROLL -FORMED - STAINLESS STEEL EXT. GLASS • (NT. GLASS ,7 DURASEAL® 'SPACER DESICCANT FILL AREA 5/16" NOM. SIUCONE SEAL �...fNT. GLA$:• • (ie XL EDGEIM •• • `- SPACER •• 1•• •• • ••• FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. • • • PRODUCT REVISED ss ennyllyieg with the Ftntida GUHd111( Cede Acceptadtx No i 'mss dmnnn DAN .��(1� Ry�,f!!! Mi8.ii j)74eProdnet „- •• !!2/ • • • • • ••. JR tbredix Itr<• 0510X/16 Dax 11•040 G ADDED SPACERS. 0100* are 2128/06 aldsdtr J.J. 3/2$▪ 708 1070 TECHNOLOGY DRIVE N. VENICE, FL 31V76 P 0.8031528 NOKOMIS, FL 34274 • • • . • • • GLAZING DETAIL'S • • • • • • • • ALUM. HORIZONWROI-ER WINMVO: LH PAC7• Vrribly Saar HRh60 Full 2 a 11 4127-10 G •.• till • '.••'. A 106(/ IO.LER P.5. P.E6 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ISO • • 000 • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • . • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J TABLE 1. (SOX (114,112,114) FLANGE�R INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS ;` 4 WINDOW HEIGHT I D TYP 26" 36" 38 3/8" 48"60 5/8" 54" 80" 63" 84" A,B,G,H +60.0 -60.0 +60.0 1 •60.0 +60.0 -60.0 +60.0 -80.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 1 -60.0 +60.0 I -60.0 98" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 I -60.0 1 +60.0 -60.0 +58.8 -58.8 +56.2 I -56.2 , 108 3/8" A,B,G,H +60.0 -60.0 +60.0 ! -60.0 +60.0 1 -80.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +55.2 1 -55.2 +52.3 I -52.3 FOR INSTALLATION IN THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 ' -60.0 +60.0 I -60.0 +60.0 -60.0 +60.0 I -60.0 +60.0 -60.0 +54.6 ; -54.6 +51.7 I -51.7 Ft. SHALLHAVEPESG- 111" ( ,G,H +60.0 -60.0 +60.0 -60.0 +60.0 i -60.0 +60.0 -60.00(+60.9r-60.9 +59.5 59.5 +53.6 -53.6 +50, -50.9 TEMPERED I.G. GLASS UP TO 111" C,I +60.0 -60.0 CAP. BOTH AND ANCHOR E DP UP TO 111" D'E'F' J,K,L +75.0 -75.0 QUTITY UNCHANGED.MAIN XOX (1/3,113,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" TABLE 2. SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 83" TO 86 7/16" A,B,C, G,H,I I +60.0 1 -60.0 TO 86 7/16" D,E,F, J,K,L +75.0 I -75.0 TABLE 3. (0-X AND XO FLANGE R INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) r>/CNDOW GLASS` (-WINDOW HEIGHT] WIDTH u• 26" 38" 38 3/8"� 48" 'T0 5/8' ) 54" 80" 63" 60" 03,G,H 1+75.0 -75.0 +75.0 1 -75.0(75.0 -75.0) +75.0 -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 { -75.0 +75.0 I -75.0 66" A,B,G,H +75.0 -75.0 +75.0 I -75.0 +75.0 I -75.0 +75.0 -75.0 +75.0 I -75.0 +75.0 -75.0 +74.2 1 -74.2 +70.2 j -70.2 72" A,B,G,H +75.0 -75.0 +75.0 i -75.0 1'I +75.0 1 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +69.6 I -69.6 +65.2 ? -65.2 rxliUllcr REVISED as.111M in9 WWI Lha P:oridu C4", 5)B,G,H +75.0 -75.0 +75.0 -75.0 +75.05.0 +75.0 -75.0 C+75.0 -e-75.0) -75.0) +75.0 -75.0 +68.1 ; -68.1 +63.8 I -63.8 1.,t1ing Coae C,D,E,F, , 1 ",Aroi D■a .7,i1re4 Z2/ UP TO 74" I,J,K, L +75.0 1 -75.0 1 ) , '. . ' ron, . i:tz lm .hde Pronnd Co" . ? /PI coLASS TYPE TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL5330 i..- (..1 A. 5/16" LAMI - (1/8" A, .090,1/8" AT) G. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) B. 5/16" LAMI - (1/8" A,-.159-0,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI -(3/16" A, .090, 3/16" HS) F. 7/16" LAM! - (3/16' HS, .090, 3/16" HS) H. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI I. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI J. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - K. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - L. 13/16" LAMI IG -1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - •(1!8" A, A•60111/8IIHS3• • : 4(4/8"H4, :090,1/O"H6) • • • • (3/1€M4 .06083/168M • • • • (3/16"A, .090, 3/16"HS) (3/16"HS" .090, 3/16"HS) • • • t. • • • =.. , . 6 i'1// Arrp: Oak R"u"ng o.ewr"• • • • • • • i' : •-••:. !■■i pe ak R"Wc 1070 TECHNOLOGY ORIVE DESIGN PRESSURE'S • • • • • • ; •:••- N. VENICE. R. 34275 ��►� 1113 T Tom' ■ ■ ■ • • i • ,'ROL'M • .' •. ... "'"'p ° k "'"" � P.o. sox 1529 ALUM. HOR(ZONT WINPO W, JMtPAC7• • • :b., , Limn* Fit Cm T/YBRk *dolls J.J. twea Nl308 NOKOIAIS, FL 34714 %'jjb6' Better " ' NTS' 3 d 11 amain.A. 4127-10 G LYNN MILLER. P.E P.E.a58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • . • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J 27 3/:" M 110" MAX. WIDTH I.F. FRAME 111` MAX. WIDTH FLANGE FRAME ETAIL B - XOX (1/4-1/2-1/4) 27 3/8" MAX. DLO VENT 8 56" MAX. DLO ALL VENTS 62" MAX. I.F. FRAME ALL CONFIG. C 73" MAX. WIDTH I.F. FRAME 74" MAX. WIDTH FLANGE FRAME NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 27 3/8" MAX. DLO FIXED 'o y`. 85 7/16" MAX. WIDTH I.F. FRAME -'^111 66 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME •• • • • • • • • *LANG. FRAMS • • • • • • • • • VIE'?V DT?• •• • • • (FRAME CORNER CONSTRUCTION) • ••• • • • • • • ELEVATIONS • 4.: •• • •• ••• •• •• • •• ALUM. HORIZONTAL ROLLER VON15O1,14111PACT GYM• ba6r Onr,!/. Goat OMAN . ow FIC 1 &V6 J.J. 323/08 1070 TECHNOLOGY DINE N. VENICE, R. 34276 P.O. BOX 1525 NOKOMIS. F1.34274 WO* Barter PGT PRODUCT REVISED s complying with the Florida (4. itdit g Cndc ....xpamce N0 1 . -6 4;eil1UUn D.1a s1:! + / / •• HR710 NTS 4 d 11 Owns 4127-10 G e. • • mi• • • A LYNN MILLER, P.E. P.E.# 56705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR MAX. HEIGHT FLANGE FRAME MAX. VENT DLO MAX. FIXED DLO INTERIOR INTERIOR MAX. VENT DLO EXTERIOR I -- MAX. FIXED DLO -1 MAX. WIDTH (FLANGE FRAME) SECTION B-8 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR MAX. FIXED DLO —+-1 MAX. VENT DLO —�- MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SECTION C -C SILL VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) INTERIOR EXTERIOR INTERIOR 1010. �ll • •• •• • ....... ul . • ' MEAD • . • • • •. •. (VERTICAL SECTION, I.F. FRAME) • • MAX. V DLO Awl* OA 0* linhobror Resat a7: and Mr 0* aa.nA> F.K. 0* ?!?6606 t7�daeaY J.J. Delw 3/23/06 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMiS. FL 54274 Visibly Batter Petwataw SECTION$•• • • • • • • � • • •• • • • •• ALUM. HORIION'L4L I OI LE3R WW111DOW, 2MP•AC7� Half ow 5 a 11. i •. *127--10 •• l (i 1119710 • PRODUCT' REVISED ati cnmplyiog with the Flotilla Building Carte EVii/ lion nate ✓--�$%' lHlni o PrQdnclCoutrolr.-- J i 21 A. LYNN MILLER. P.E. P.E.A 59705 ••• • • • • • ••••• • • •• • • ••• • • • • • • • •••• •• •• • • • • • • • ••• ••• • • • • • • • ••• •• • • ••• • • • • • ••••• • • • •• • • • •••• •• ITEV1 DWG/4 REV DESCRIPTION MAT'L PGT# ITEM DWG# REV) DESCRIPTION ( MAT'L 1 POD/ I 4102 A FLANGE FRAME HEAD 6063-T6 AI. 612237 66 (LASS, 13/16" LAMI IG-1/8"A (MIN.), 3/8" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB, 1/8"A) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063-T5 AL 612244 67 " 13/16" LAMI 10.1/8"A (MIN.), 3/8" AIR SPACE 5.116" LAMI (1/8"A, .090 PVB, I/8"HS) #8 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IOWA (MIN). 318" AIR SPACE, 5716" LAMI (1/8"HS, .090PVB, 1/8"HS) 3 STOP COVER STOP) 6063-T5 AL 69 " 13/16" LAMI 1(.3/16"A (MIN.), 5/16" AIR SPACE 5/16" LAMI (1/8"A, .090PVB, U8"A) 4 4053 SASH (SASH 6063-T6 AL 64136 70 " 13/16" LAMI IG-3/16"A (MIN.), 5/16" AIR SPACE, 5/16' LAMI (1/8"A,.090PVB, 1i8"HS) 6 4136 FLANGE FRAME SILL " 5/16" LAMI PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 " 13/16" LAMI 10-3/16"A (MIN.), 5/16" AIR SPACE, (1/8"HS, .090 7/16" LAMI PVB, 3/16"A) 8 4131 ROLLER TRACK 606346 AL 64131 72 13/16" LAMI 10-1/8•'A (MIN), 114" AIRSPACE, (3/16"A, .090 LAMI IG-1/8"A 1/4" AIR SPACE, 7/16" LAM1 (3/16"A, PVB, 3/16"HS) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 74 13/16" (MIN), .090 13/16" LAMI IG•1/8"A (MIN.), 1/4" AIR SPACE, 7/16" LAMI (3/16"HS..090PVB,3/16"HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 75 13/16" LAMI IG-3/16"A (MIN), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090P'B, 3/16"A) 13 4002 A FLANGE FRAME JA MB 6063-T6 AL 0-17775 76 13/16" LAMI 10-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"HS) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 77 " 13/16" LAMI IG3/16"A (MIN.). 3/16" AIR SPACE, 7/16" LAM1(3/1641S, .090 PVB, 3/16"HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 90 1014 SCREEN FRAME (HOR & VER) 3105-1114 AL 16 4110 0 SCREEN ADAPTOR 6063-T5 AL 64110G 91 1630 SCREEN CORNER KEY W /RINGS POLIPROP. 17 4054 B FDCFD MEETING RAIL 6063HD T6 AL 64054A 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 19 4066 W STP.,.187 X .230, FIN SEAL 64066E 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP & BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE- .135 DIA. FOAM EM PVC 22 1683 W STP.,.250 X.270 BACK, FIN SEAL 616830 95 1635 SCREW SPLINE -.135 DIA. HARD EM PVC 23 225-1 ROLLER HOUSING& GUIDE 42112HD 96 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP...170 X 170 BACK, FIN SEAL 67S 16G 35 1096 SWEEPLATCH DIE-CAST 71096 36 1016 #8 X .625 KIEL. SMS 7858 37 4126 SASH SIDE RAIL 6063 T5 AL 64126 2.624 SEAL 61683G 38 39 1683 7070 WSTP.,.250 X .270 BACK, FIN BULB WEATHERSTRIP .187 X .275 67070K .062 40 LIFT RAIL COVER CAP 74078"C" LORR 41 4139 I.F. FRAME HEAD 6063-T6 AL 64139 I.F. FRAME HEAD 42 4140 I.F. FRAME SILL 6063-T6 AL 64140 41 #4139, 6063-T6 43 4141 I.F. FRAME JAMB 6063-T6 AL 64141 50 GLAZING SILICONELDOW 899, 995 OR EQUIVALENT rao�urr arvls(:11 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K , <nmplyiug wiJ, nne i: ridr Cala 52 1225 VINYL GLAZING BEAD BULB (TIUN) 6TP248K 2.784 J 1L Mccp"a Accep,ma� TM7 164 53 4039 B GLAZINGBEAD • 5/16" 6063-T5 AL 64039B � wimttnn pan i _ Z7'GM! GLAZING BEAD 5116" W /GRILL KIT 60663-T5 AL 644703 —"- x- .062 3.152 01 ' 54 55 4044 4222 13 A - GLA ZING BEAD-7116" 6063-T5 AL 64222 M,ani • Pro4 t : 56 985 C GLAZING BEAD - 7/16" W /GRILL KIT 6063-T5 AL 6985 -0-- 1.988 ---.-- .062 "- �-- _/ 59 4067 GLAZING BEAD -13/16" 6063-T5 AL 64067 �`_ 60 GLASS 5/16' LAMI (1/8" A,.000PVB, 1/8"A) 43 LF. FRAME JAMB •• •• —1 _I• 61 " 5/16" LAM1(1/8" A, .090 PVB, 1/8" HS) 14141, 6063-T6 • • •, • • • • • • • • 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) • • • • • • • • i • • " •• • ••.2.,10• •• 63 7/16"LAMI (3/16"A,.090PVB,3/16'A) ••• • 64 " 7/16" LAM (3/16" A,.090PVB, 3/16" HS) 42 I.F. FRAME SILL • • • .4'n7.•• 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) #4140 6063-T6 s aMINK mt" as,rrs • • • • PARrsu,�r• ••• • Ir Dorb: 1070 TECHNOLOGY DRIVE N. VENICE, R .34275 PG7s • • • • • 1•" • • • • VyAVDOjN, lMRAC1; • WM P.O. 90X 1529 PD. ALUM. HOMON7 - ROLSEk • • •Iliad F.K• orr 2/2&08 ...MI J.J. oat" 923810 FL34274 I�lffb7y •'�. • NR710 rNr$ roc • 6 "r 11� • N. • • 4127--1)f • • "n, • 1 q A LYNN MILLER. P.E. 6 P.E.N 58705 ••• • • • • • • • ••• •• • • ••• • • • • • ••••• • • • •• • • • •••• •• 1. 73 1.273 n FLANGE FRAME HEAD �� JJ #4102A, 6063-T6 .490 j } k+-1.451 SASH STOP #4025,8063-T5 .062 1.183 +1.349 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 . .050 .876 1.096 I .. '-17 54 GLAZING BEAD, 5/16" #40448, 606345 (USED W/ GRILL KIT) 1.122 -2.710 O FLANGE FRAME SILL #4136. 6063-T6 .061 .437 r ��-+-1.461 O HORIZ. ROLLER TRACK #4131, 6063-T6 2 1.187 -+ 1.081 Y"" 32 SASH MTG. RAIL #40060, 6063HS-T6 I-- 050 1Ip .666{{78 1.096��"I } 55 GLAZING BEAD 7/16" #4222A, 606345 2 O FRAME SILL ADAPTER #4137, 6063-76 17 FIXED MEETING RAIL #40548,6083HD-T6 SASH SIDE RAIL #4126, 6063-T5 b1.513 1 I 1-.040 .738 O SASH STOP COVER #4053, 6063-75 1I 2.784 1.363 1 .062 13 FLANGE FRAME JAMB #4002A, 6083-76 irn1-..050 .678 1.096 53 GLAZING BEAD, 5/16" #403913,6063-T5 .-'678 .683 050 1.115 -1J •• ••1• 1- 1 1,097 56 GLAZING BEAD, 7/16" : 59 ¢LAZIZJCaIFAq, 1p164. • #985C, 6063.75 • • • • f 40417, 8063.75 • • (USED W/ GRILL KIT) ••• ••• ••� • ° °•• •• • • •• •• Render Item( Re/1lbe[ dew: Rend M. mover F.K per 2/28418 C4eaed YY J.J. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34270 P.O. BOX 1529 NOKOMIS. FL 34214 PST Visibly Better PRODUCT REVIST4.7 x eO71,);iU9 *01, Nea "r'HRiltrs EOitdi ,8 COCC ��' 4:161r921 / )� 0xiodo,, st �y 4LJ21 Fx iretkm�Olaa_ Y (uz� y.A/C1,4 M. V J EXTRUSI le ••• ••• ••• • •. ••• • ALUM. HORI,?ONt4L RO1!LER WINDOjV,1MtACC swkwome HR710 ITiBIf re-; a 11• A• 0,461-x••• • • • 4127-10 • A. LYNN MILLER. P.E P.EJ 58705 ••• • • • • • • •••• •• • ••• • • •• • ••• • ••• .• •• • • • • • • • • • • • • •• •• ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •••• • • • • ••• • •• CHOR QUANTiT1ES, XOX 114-112-114 WINDOWS TABLE ' LOT . V SS P v- •, GLASS TYPES 0,E,F,J,K.L ANCHOR TYPE 2,3, WOOD 2. CONS 1, CONS 23. WOOD 2, CONC 1, CONC 1. AN HOR TYPES. - 1/4" ELCO TAPCONS)2 - 1/4" ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES \ ZONES ZONES ZONES ZONES I y ` - a) lm 140 v) )m 2. GLASS TYPES' WINDOW SIZE 1 HEAD & SILL I HEAD & SILL 1 HEAD & SIL g HEAD & SILL ! 1 ! HEAD & SILL IR HEAD & SILL ' E iFT, LAMI - (1/8" A..090,1/8" A FOR INSTALLATION IN THE HVHZ ABOVE 30 v 1, 1� •'� �� L4, . a/ Ib" LAMI - (118" A,.09V, 1!8" HS) GLASS TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 53.125x 38.375 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 I 1+02+1+02+11 2 1+02+1+02+1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1+02+11 3 1+52+1 02+11 3 1+02+1+02+11 3 1+02+1+02+1; 3 1 1+02+1+02+1) 3 1+02+1+02+1. 3 E. 7/18" LAM)- (3/16" A..090, 3/16" HS) 50.625 1+02+1+02+11 3 1+02 1+02+1 1 3 1 1+02+1+02+11 3 1+02+1+02+1) 3 1+02+1+02+1 3 1+02+1+02+11 3 F. 7/16" LAMI - (3116" HS,.090, 3/16" HS) G. 13/16" LAN) I0 - 1/8" OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5116" LAMI - (1/8" A,.090, 1/8" A) 64.000 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+02+1 3 1+02+1+02+1 3 H. 13/16" LAMI IG - 1/8" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 118" HS) 80.000 1 1+02+1+02+1, 3 1+02+1+C2+11 3 1+02+1+02+113 1+02+1+02+1' 3 1+02+1+02+1 3 i 1+C2+1+02+11 3 I. 13/16" LAMI 10 - 1/8" OR 3/16' A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (118" HS,.000, 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE. 7/18" LAMI - (3/16" A.,090, 3/16" A) 63.000 1+02+1+02+1 3 1+02+1+C2+11 3 1+02+1+02+113 1+02+1+C2+11 3 1+02+1+02+11 3 1+03+1+03+11 3 K. 13/16" LAMI IG - i/8" OR 3/16" A (MIN.), 3/16' OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 60,000x 38.376 1+02+1+02+1 2 IL. 1+02+1+02+1: 2 1+02+1+02+112 1+02+1+02+11 2 1+02+1+02+ii 2 1+02+2+02+1 21 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) ( ) 48.000 1+02+1+02+113 1+02+1+02+113 1+02+1+C2+11 3 1+02+1+02+113 1+02+1+C2+11 3 1+C2+2+02+1) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50625 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02411 3 1+02+1+02+11 3 1+02+1+C2+1 3 1+02+2+02+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHAWN, GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+02+1+02+1111 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+02+1+02+111 3 1+02+1+02+11 3 1+02+2+02+1I1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+11 3 1+02+1+C2+11 3 1+03+2+02+1; 3 25 3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 221/2" MAX. O.C. 63.000 1+02+1+C2+11 3 1+C2+1+02+11 3 t 1+02+1+02+11 3 1+C2+1+C2+11 3 1+0241+C2+1i 3 1+03+2+03+1 3 TABLE KEY: 74,000x 38,375 1+02+2+02+1 2 1+02+1+02+11 2 1+02+2+02+111 2 1+02+2+02+112 1+02+2+02+11 2 1+62+2402+11 2 X O X 48.000 1+02+2+02+11 3 1+02+1+02+1 3 1+02+2+02+11 3 1+C2+2+02+1( 3 1+02+2+02+1`1 3 1+02+2+C2+11 3 1+C3+}4+C3+11 3 r--ANCHOR QUANTITY PER JAMB 60.825 1+02+2+02+1 3 1+C2+1+C2+1 3 1402+2+02+11 3 1+02+2+02+11 3 1+02+2+02+11 3 1402+2402+113 1 HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+02+1 3 1+02+1+02+1 3 1+02+2+02+11 3 1+02+2+02+11 3 1+02+2+C2+1 3 1403+2+03+113 111 A CLUSTER OF (3) ANCHORS CENTERED 60.000 1+02+2+02+11 3 1+02+1+02+11 3 1+02+2+C2+11 3 1+02+2+02+11 3 1+02+2+02+11 3 1+03+2+03+11 3 AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT 63.000 1+02+2+02+11 3 1+C2+1+C2+11 3 1+03+2+03+13 1+03+2+03+11 3 1+0242+C2+11 3 1+03+2403+11 3 PLUS (4) ANCHORS AT FIXED SECTION. 84,000 x 38.375 1+02+2+02+11 2 1+02+2+02+11 2 1+02+2+02+1 2 1+02+2+02+11 2 1+02+2+02+11 2 1+02+3+02+11 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+02+2+02+11 3 1+02+2+02+11 3 1+02+2+02+11 3 1+02+2+02+113 1+C2+2+02+11 3 1+03+3+03+113 (3" MIN. 0.C. ANCHOR SPACING) 50.626 1+02+2+02+113 1+02+2+02+1 3 1+02+2+02+1 3 1+02+2+02+113 1+0242+02+113 1+03+3+03+113 54.000 1+02+2+02+11 3 1+02+2+02+11 3 1+C2+2+C2+1 3 1+02+2+02+11 2 3 1+02+2+02+11 3 1+C4+3+04+11 3 x. 1" 5 314" mai" 60.000 1+02+2+02+11 3 1+02+2+02+1 3 1+63+2+03+1� 3 1+03+2+03+11 3 1+02+2+02+1i 3 1+04+3+04+11 3 MIN. I 4 414 4 1 1 1 a 4- ---. 63.000 1+02+2+02+113 1+02+2+02+113 1403+2+03+113 1+03+2+03+113 1+02+2+C2+113 1+04+3+04+1 3 9" REF. �- X O 106.376x 38.375 1+02+2402+11 2 1402+2+02+11 2 1+02+3+02+11 2 1402+3+02+112 { 1+02+3+02+1( 2 1+C2+4+02+11 2 } ^� I _ ""- ( -�" PRODUCT REVISED as c 'ntpiyinp •'111151: Florida Mt 48.000 1+02+3+02+1) 3 1+02+2+02+11 3 1+03+3+03+1 3 1+03+3+03+1. 3 1+02+3+02+11 3 1+03+4+03+11 3 MTG. RAIL, TYP.� f3widWsC+ A0-40010000 11v 1!O a /41...a 50,625 1+02+3+C2+11 3 1+02+2+02+1 3 1+03+3+03+11 3 1+03+3+034113 1+03+3+03+11 3 1+03+4+02+11 3 EXAMPLE CLUSTER W/ QTY, OF (3) ANCHORS c>�P1,.w,nln,a� a'----4,2/ 54.000 1+03+3+03+11 3 1+02+2+02+11 3 1+03+3+0343 1+03+3+03+113 1+03+3+03+1 3 1+04+4+0441] 3 (SHOWN iN TABLE KEY ABOVE) Dy 14' '. aha 60.000 1+03+3+C3+1 3 1+0242+02+113 1+04+3+04+113 1+04+3+04+114 1+03+3+03+1 3 1+04+4+04+1 3 Miami no rodeo Con of r'' 63.000 1+03+3+03+1 i 3 1+C2+2+C2+L 3 1 1+04+3+04+113 I 1+04+3+04+U 4 1+C4+3+Cq+113 i 1+C5+4+C5+1{3 25 3/4' MAX. �.,� 11.000 38.375 1+02+3+02+1 2 1+C2+2+02+1 2 1+02+3+02+1) 2 1+02+3+02+11 3 1+02+3+02+1+1 2 1+02+4+02+11 2 �1-»-3' MIN. P N• 48.000 1+02+3+02+1I 3 1+02+2+02+1 3 1+03+3+03+1 3 1+03+3403+11 3 1+02+3+02+11 3 1+03+4+03+11 39" R •4 •4 .4 ,1 • i• • 1+02+3+02+1 3 1+02+2+02+1 3 1+03+3+03+11 3 1+C3+3+03+1. 3 1+03+4+03+11 3 • x• ••• T •• 54.000 1+03+3+03+1 3 1+0242+02+1 3 1+03+3+03+10 1+03+3+03+1©1+C3+3+03+1 3 1+04+4+04+11 3 ` ^Xjjj��-''' }- Vis' '••--•-i• •• -- --f.:- •• • • 60.000 1+C3+3+03+1 3 1+02+2+02+11 3 1+04+3+04+1© 1+0443+04+114 1+03+3+03+1 3 1+64+4404+1 3 MTG. RAIL, TYP, • • • • • • • • • • • 63.000 1 +03+3+03+11 3 1402+2+02+1 3 1+04+3+04+1© +04+3+04+114 1+C4+3+04+113 1+05+4+05411 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1`1 ..mss, Do. Rotas x • .. ' 1070 TECHNOLOGY DRIVE ANCHORilGESi TONG, VV" (i✓4-4/2-1/4)• N. VENICE. F 34275 ! nt • • • • • • • • PD. 11001528 - ALUM. HORJ )Ni ROL�iEIrrr�,..V�.�I...(.irHDOW, IMR•ACr F.K. DM 7/2&08 - J.J. DAY: 3/83108 NOKOMI8. FI.34274 Visibly Bath 4i' • NTS 8 r } i • 1_ _ 4,�' }O• • i • • • 0• • A LYNN MILLER. P.E. P.E.N58705 ••• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •••• • • • • ••• • •• ••• • • • • • •••• • • •• • • • • • • ••• • • • • ••• ••• •• • • • • • • • • • • ••• •• •• ANCHOR QUANTITIES, XOX (113.1/3-1/3) WINDOWS TABLE 5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C.D.E,F,I,J,K, L ANCHOR TYPE y 2,3, WOOD 2, CONC 1, CONC 2, 3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1 - 114" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) 1n ly 1y 1n Icpw tN 2. GLASS TYPES: WINDOW SIZE Yom, V HEAD & SILL 2 HEAD & SILL s -. HEAD & SILL 11 l' HEAD & SILL IR ;'-+ HEAD & SILL i g i HEAD & SILL )< rB. A. 5/16" LAMI - (1/8" A,.090, 1/8" A) 5/16" LAMI - (118" A„090, 1/8" HS) FOR INSTALLATION 1N THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A 48.000 x 38.375 1+0241+024112 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+02+1+02+11 2 1+C2+1+C2+11 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 48.000 1+02+1+02+113 1+02+1402+1) 3 1+C2+1+02+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1402+11 3 D. 7/16" LAMI - (3116" A,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+02+1+C2+1 3 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+C2+1+C2+1i{3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16" 145,.090, 3/16- HS) 54.000 1+C2+1+C2+1! 3 1+02+1+C2+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+1( 3 1+02+1+02+11 3 G. 13/18" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" A) 60.000 1+02+1+02+1! 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02411 3 H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.). 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) 63.000 4+02+1+C2+t 3 1+02+1+024 3 1+C2+1+C2+i 3 1+02+1+C2+t 3 1+C2+1402+4 3 1+03+1+03+1 3 I. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 5/16" OR3/8" SPACE, 5/16" LAMI - (1/8" A...09Q 1/8" HS) J. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A..090, 3/16' A) 53.125 x 38.376 1+02+1+02+112 1+02+1+02+11 2 1+02+1+02+112 1+C2+1+02+112 1+C2+1+02+11 2 1+02+1+02+112 K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3116" A,.090, 3/16" HS) 48.000 1+C2+1+0241; 3 1+02+1+02+41 3 1+02+1+02+11 3 1+02+1+02++11 3 1+02+1+02+1; 3 1+02+1+C2+1I 3 L. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/16" HS,.090, 3/16" HS) 60.625 1+02+1+C2+1': 3 1+02+1+02411 3 1+02+1+02+11 3 1+C2+1+C2+1' 3 1+02+1+02+11 3 1+02+1+02+111 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1402+1402+113 1+02+1+02+1 3 i+C2+1+C2+11 3 1+02+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+0241+02+113 1+02+1+02+111+02+1+02+1j 3 1+02+1+02+1 3 1+02+1+02+113 1+03+1+03+113 63.000 1+02+1+02+1 3 1+02+1+02+11 3 1+C2+1+02+11 3 1+02+1+02+1I 3 1+02+1+02+11 3 1+c3+1+03+11 3 HEAD & SILL: 101/2" MAX. ON EACH SiDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+02+1+C2+11 2 1+02+1+02+11 2 1+02+1402+11 1 2 1+02+1+02+11 2 + .,25 1+02+1+02+1' 2 1+02+1+02+11 2 3/4" MAX. FROM CORNERS ,IAMBS: 9" MAX. FROM CORNERS AND 22 1,2" MAX. O.C. 48.000 1+02+1+C2+113 1+02+1+02+1r3 1+C2+1+02+113 1+02+1+02+113 1+02+1+02+113 1+02+1+02+113 TABLE KEY: 50.625 1+02+1+02+13 1+02+1+02+113 1+02+1+02+113 1+02+1+02+113 1+02+1+02+11 3 1+02+1+02+113 X 0 X 54.000 1+02+1+C2+1! 3 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1402+1+02+1 3 1+03+1+03+11 3 1+C3+1+03+11 3 1+ --ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+15 3 1+C2+1+02+11 3 1+0241+02+113 1+02+1+02+11 3 1+02+1+02+1(3 1+03+1+03+113 63.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+p+1(3 1402+1+02+1) 3 1+03+1+03+11 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.375 1+02+1+02+112 1+02+1+02+112 1+02+1+02+112 1+02+1+02+112 1+0241+02+112 1+02+1+02+112 • A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 48.000 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1+02+1+02+11 3 1402+1+02+11 3 1+02+1+02+11 3 ANCHOR AT EACH OPERABLE VENT 60.625 1+020+02+113 1+02+1+02+11 3 1+02+1+02+1 3 1+02+1+02+1 3 1+C2+1+C2+1? 3 1+03+1+03+1i 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+02+1+02+11 3 1+02+1+02+1(3 1+C2+1+C2+11 3 1+02+1402+11 3 1+02+1+02+11 3 1+03+1+03+13 (9) ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+02+1+02+113 1+02+1+02+1 3 I 1+02+1+02+1 3 1+0341+03+1[3 1+02+1+2+113 1+03+1+03+1,3 (3" MIN. O.C. ANCHOR SPACING) 83.000 1+02+1+02+11 3 1+02+1+02+1) 3 1+03+1+03+1 3 1+03+1+03+11 3 1+02+1+02+11 3 1+03+1+03+11 3 74.000x 38.375 1+C2+1+02+1(2 1+02+1402+112 1+02+1+02+1 2 1+02+1+02+1)2 1+02+1+02+112 1402+1+C2+112 t 25 MAX. 3/4" ( 48.000 1+02+1+C2+113 1+02+1+02+113 1+02+1+02+1 3 1402+1+02+1(3 1+02+1+02+1(3 1+03+1+03+113 I --."11--•--3' MIN 50.625 1+02+1+02+113 1+02+1+02+113 1+02+1+02+113 1+02+1+C2+113 1+02+1+02+113 1+03+1+03+1 3 I• f�1t 1 I I I 54.000 1+02+1+02+113 1+02+1+0241! 3 1+02+1402+113 1+02+1+02+113 1+02+1+02+1 3 1+03+1+03+1 9" REF. 3 X II O X 60.000 1+C2+1+02+1' 3 1+02+1+02+1i 3 1+03+1+03+1 3 1+03+1+03+1( 3 1+02+1+02+1i 3 1+03+1+03+113 ----,1 .-- - - - . - r•Riii;liCl'IaEVt56i1 ttx florid1 63.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+03+1+03+11 3 1+02+1+02+11 3 e 1+p+1+03+11 3 . complying wtltl Nni Wing Catic 64.000x 38.375 1+02+1+02+1(2 1+02+1+02+1(2 1+02+1+02+11 2 1+02+1402+11 3 1 1+02+1+02+11 2 1+02+1+02+1 2 MTG. RAIL, TYP.- EXAMPLE CLUSTER W/ QTY. OF ANCHORS A7o+p'aIICC':'ttl-l( .& /� 1-.. «iixi Rota 07�i:�'1�' 21 4E.000 1+02+1+02+11 3 1+CS+1+C2+11 3 1+C2+i+C2+11 3 1+C2+1402+t' 3 1+C2+1+C2+1; 3 1+03+1+03+1 3 (3) 60.625 1+02+1+02+11 3 1+02+1402+11 3 1+02+1+02+1 3 1+02+1+02+11 3 1+02+1+C2+113 1+03+1+03+1(3 (SHOWN IN TABLE KEY ABOVE) M.( �'aProdeci c 3.; 54.000 1+02+1+02+11 3 1+02+1+02+11 3 1+03+1+03+11 3 1+03+1+03+1! 3 1+02+1+02+11 3 1+03+1+03411 3 (,„ 60.000 1402+1+C2+11 3 1+02+1+02+11 3 1+03+i+C3+T3 1+03+1+03+41 4 1 1+03+1+03+1! 3 1+C3+1+03+1 3 25 3/4" MAX. 63.000 1+03+1+03+1)3 1+02+1402+1i 3 1+03+1+03+1113 1+03+1+p+114 1+03+1+03+113 1+04+1+04+1 4 1-3- MIN. 86.437x38.375 1+02+1+02+ 2 1+02+1+02+1';2 1+02+1402+11 2 1+02+1+02+113 1+02+1+02+112 1+C2+1+02+1 2 ,-.__....t_.• .+._�.. •1• 48.000 1+C2+1+C2+113 1+02+1+CZ+11 3 1+02+1+C2+11 3 1+02+1+02+1 3 1+02+1+02+1 i 3 1403+1+03+1! 3 9" REF. X� 9 •• -F -.t.: x• • •••• 60.625 1402+1+C2+1 3 1+0241+C2+1' 3 1+02+1+02+11 3 1+02+1+02+113 1+02+1+02+11 3 f 1+p+1+03+113 ` 41-------e---,-, • •"JF.• • • , • • • • . . 94.000 1+02+4+02+1; 3 1+C2+1402+1 i 3 1+C3+1+C3+11 3 1+03+1+03+11 3 1+02+1+02+11.3 1+p+1+03+113 • • • • 60.000 1+02+1+02+1i3 1+02+1402+1 3 1+03+1+03+113 1+03+1+03+114 1+03+1+C3+113 1404+1+04+114 MTG. RAIL, TYP.- • • • • 63.000 1+C3+1+03+113 1+02+1402+1i 3 1+03+1+03+11_3 1403+1+C3+114 1+03+1+03+1I 3 1+01+1+04+11.4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS G )yl f 6 IYwd#K Orr. IUIIbr C•••• • •.. .. ' !WNW a.: Modem: 070 TECHNOLOGY CAINE IT ANCHOR/WCSP,CING, BCW (ti /3-1/3). .�• N. VENICE. FL 34275 t✓! • • • • • Room N•AttarP.O. 80X 1529 --. -.- ALUM. HORL30N?)L ROL1�"ER WIDOW, pbt CT• RK F.K.M Oft: 2/18418 J.J.o.ro.l.: .J. 3/24/Oa NOK0M15. fL34274 Visibly .0,.441 • nw710 NTS •11° },,.,w�' • • • • • 9 11 4127-10 • ~" r• (� A LYNN MILLER, P.5 P.E.# 56705 ••• • • • • • •••• • • •• • • • • • • ••• • • • • ••• ••• •• • • • • • • • • • • ••• •• •• ••• • • • • •• • ••• • • • • • ••• • • • • ••• ••• ••• • • • •••• • • • • ••• • •• (j N HOR QUANTITIES, XO & OX WINDOWS ) TABLE 6.9QOTES-:-.) GLASS TYPEtg20B,G,H GLASS TYPES C,D,E,F,I,J,K, L ANCHOR 7YPE �1 2,3, WOOD 2, CONC _ 1, CONC 2,3, WOOD 2, CONC 1, CONC 1. ANCHOR TYPES: �j _ 114" ELCO TAP 2 -1 /4" ELCO SS4 CRETE -FLEX 3 - 912 STEEL SCREWS (05) & SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES t� V� 2. GLASSTYPES: SIZE LWY en { 2 _ N r [ . 5/16" LAMI - 1/8" A,.090, 1/8' FOR INSTALLATION IN THE HVHZ ABOVE 30 114 ul 1n 2 e5 -1 ' (0 _ ^0 W 63 2 S .5 ¢ W w I = .6 E -, 1n X 6 ,, W = w5 2 5,, -8.5110 LAMI - (11A,.09U, 1/8 HS) C, 5/16" LAMI " (1/8"115,090, 1/8" HS) FT, GSS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND 8,37 1+C2+1 2 1+02+1 2 1+02+1 ! 2)1+02+11 2 1+02+11 2 1+02+1 2 D. 7/16" LAMI - (3/16" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+02+1 3 1+C2+1 3 1+02+11 3 ( 1+02+11 3 1+02+11 3 1+02+1 3 E. 7/16" LAMI - (3/16" A,.090, 3/16" HS) F. 7/16" LAMI - (3/16"1-13„090, 3/16" HS) 0.625 1+02+1 3 1+02+1 3 1+C2+1 3 1+02+11 3 1+C2+11 3 1+02+1 3 G. 13/18" LAMI IG • 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI -(1/8" A,.090, 1/8" A) H. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI - A,.090, 1/8" HS) 54.000 1+02+1 3 1+02+1 3 1+ + 1+C2+1 3 1+02+1 3 1+02+1 3 (1/8" 1. 13/16" LAMI I0 - 1/8" OR 3/16" A (MIN.), 5/16" OR 3/8" SPACE, 5/16" LAMI -(1/8" 115,.090, 118" HS) 60.000 1+02+1 3 1+02+1 3 1+03+11 3 1+02+11 3 I 1+02+1 3 1+03+1 3 J. 13/16" LAMI 10 - 1/8" OR 3/16" A (MIN.). 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A..090, 3/16" A) K. 13/16" LAMI 10 OR 3/16" A SPACE. 63.000 1+02+1 3 1+02+1 3 1+03+1 3 14-02+11 3 1+02+1 3 1+03+1 3 - 1/8" (MIN.), 3/16" OR 1/4" 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7(16" LAMI - (3/16" HS,.090. 3/16" HS) 48.000 x 38.375 1+02+1 2 1+C2*1 2 1+02+11 2 1+02+11 2 1+02+11 2 1+02+1 2 3. WINDOW ANCHOR 48.000 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+11 3 1+02+1 3 1+02+1 3 QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+02+1 3 1+03+113 1 1+02+11 3 1+02+1 3 1+03+1 3 54.000 1+C2+1 3 1+02+1 3 1+C3+1 I 3 1+C2+1 ` 3 !18 1+C2+1 3 1+03+1 3 HEAD & SILL: 10 1/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 3/4" MAX. FROM CORNERS. 60.000 1+03+1 3 1+02+1 3 1+03+11 3 1+03+11 3 1+02+11 3 1+03+1 3 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 63.000 1+03+1 3 1+C2+1 3 1+03+11 3 1+03+1 3 1+02+11 33 1+03+1 3 TABLE KEY: C53.125 38.375)1+02+1 2 1+02+1 2 1+C2+11 2• 11+02+1 O x x 2 1+02+11 2 1+02+1 2 2+C3+2 13 -4---ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+02+1 3 1+03+11 3 1+02+1 3 1+02+1! 3 1+03+1 3 50.625 1+02+1 3 1+02+1 3 1+03+11 3 1+02+1 ! 3 1+02+11 3 1+03+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 54.000 1+03+1 3 1+02+1 3 1+C3+1 3 1+03+11 3 1+02+11 3 1+C3+1 3 S A CLUSTER OFTHE(3) MEETING CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+03+1 4 1+02+11 3 1+03+1 3 PLUS (2) ANCHORS AT OPERABLE 63.000 1+03+1 4 1+03+1 3 1+04+1 3 1+03+11 4 1+03+11 3 1+04+1 3 VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. 60.000x 38.375 1+02+1 3 1+02+1 2 2+02+2 2 1+C2+11 31+02+11 2 2+02+2 2 48.000 1+02+1 3 1+02+1 3 2+03+2: 3 1+02+113 1+02+11 3 2+03+2 3 (3" MIN. O.C. ANCHOR SPACING) 50.625 1+03+1 3 1+02+1 3 2+03+2 3 1+03+11 3 1+02+1 3 2+03+2 3 54.000 1+03+1 4 1+02+1 3 2+03+2 3 1+03+114 4 1+C2+11 1---I-18 3/4" MAI'X. X. 3 2+03+2 3 «•{ II - MIN. 60.000 1+03+1 4 1+03+1 3 2+04+21 4 1+03+11 4 1+03+11 3 2+04+2 4 4 i I01k I I 9" REF. . 63.000 1+03+1 4 1+03+1 3 2+04+2! 4 1+03+11 4 1+C3+11 3 2+04+2 4 1 , ,,�-, i O 1. 66.000 x 38-375 2+C2+2 3 1+C2+1 2 2+02+21 3 2+02+21 3 I 1+02+11 2 2+02+2 3 .: . _ -- PRODUCT REVISIT, as...myiOF+utO, 04 nisi& 48.000 2+C2+2 4 1+02+1 3 2+03+2i 3 2+02+21 4 1+02+11 3 2+C3+2 3 MTG. RAIL- I <tiicli ..Caen A aeµtexcNo /(n•O • 50.625 2+C3+2 4 1+02+1 3 2+03+2 3 2+03+21 4 1+02+11 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS ' "sarion D04 At'a,-21 54.000 2+03+2 4 1+C2+1 3 2+03+2! 4 2+03+21 4 1+02+11 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) I' 60.000 60.000 2+C3+2 4 1+03+1 3 2+04+2 4 2+03+21 4 1+03+11 3 2+04+2 4 r"Ii .1i .eAo Pr ."ataevE> ..,-- - 63.000 1+03+1 4 1+03+1 3 2+04+2! 4 2+03+21 4 1+03+1; 3 *2+02+21 2+C4+2 4 183/4" MAX. 74.000 8.37 2+C2+2 3 2+02+2 2 t2+C2+2! 3)+C2+21 3 2 2+02+2 3 1-:-3» IN. 48.000 2+03+2 4 2+02+2 3 2+C3+2. 4 2+C3+2I 4 2+02+21 3 2+03+2 4 9" R�I 1" I* •-• • • •• 50.625 2+03+2 4 2+02+2 3 2+03+2 4 2+C3+2I 4 2+02+2 3 2+03+2 4 . '• --- __• •••:•• 54.000 2+03+2 4 2+03+2 3 +04+21 4 2+03+21 4 2+03+2! 3 2+04+2 4 _s.••• �• • ••• • • • • 60.000 2+C3+2 4 1+03+1 3 2+04+21 4 2+C3+21 5 2+C3+21 3 2+C4+2 4 MTG. RAID • • • • • • • • • 63.000 2+03+2 4 1+03+1 3 2+04+21 4 2+04+2 5 2+C3+21 4 2+04+2 5 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ( f y J 6 ander Orr 1Yrs."r • ANCHORAGESMt ING,. 74Atf1XO Wll1(pOVy,� - an.dpr Orr MYx 1070 TECHNOLOGY ORIVE N. VENICE, FL 39275 p '� • • •• • • • Maselir Oa* *riling ALUM. HORIZON ',AA WI JDOyv, �MPAC�: PA. BOX 1529 • •o,....."• • nw.• Omni* F.K. Orr £2A1V5 ClNOIWor J.J. 041r 3/231478 NOKOMIS, FL 39279 Via* Better "4e*** 1112710 IN"' 10 a 11 • • • 4127"1d • A LYNN MILLER, P.E. • P.E.x50708 ••• • • • • •• • ••• • • • • • ••• • • • • ••• ••• ••• • • • •••• • • • • ••• • •• MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1 3/4" MIN. E.D. TYP. 1" MIN. EDGE CONCRETE ANCHOR, NOTE 1 1 /4" MAX. SHIM WOOD ANCHOR, NOTE 2 NOTE 1 /4" MAX. SHIM 2x WOOD BUCK, NOTE 3 1 3/8^ MIN. WOOD ANCHOR. DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 2x WOOD BUCK. NOTE 3 DETAIL E CONCRETE ANCHOR, NOTE 1 " MIN. EDGE CONCRETE ANCHOR, NOTE 1 /4 MAX. SHIM 1 1/4" MIN. (1.5 KSI CMU) •I° OR PER NOTE 1 (3.4 KSI CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS EMBEDED 1 318" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (05) OR 1/4" SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD, 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. F THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 1 3/4" G] EXTERIOR INTERIOR [� ° MIN. E. TYP. 1x WOOD BUCK, NOTE 3 DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE NAILING INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR. NOTE 2 1/4" MAX. SHIM • NOTE1 1-•• I 1 3/4" MIN. MIN. 3.4 KSI E.D. TYP. CONCRETE DETAIL C 2x WOOD BUCK, NOTE 3 1 3/8" MIN. 1.' MIN. EbGE DETAIL D TYPICAL FLANGE FRAME SILL SECTIONS 1 2-1/2" MIN. EMBEDMENT 5/8" MIN. EDGE DETAIL H (HEAD) NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. 5/8" MIN. SEE NAILING 2-1/2" MIN. EMBED DETAIL G (SILL) M2YWO. : • :L •• SEE NAILING • • •• • • • • •• • • • • • • • • • Plii•iRIL•I (AM81 TYPICAL INTEGRAL FIN FRAME SECTIONS PRODUCT RL3vISEL aIvsocxcieodmpiop4lguyCcio 4og4thitlu FIxo Mu *::74 Fapinnk,, Onto Zt3O Li Mand (,tadu t'rouurt C -+' () Rood IA PAMPA Dow ROMAIRY PAW 1111 FJL bag 2/28108 char "coos: 3/2&'08 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 PO. BOX 1529 NOKOMI$, FL 34274 �T- Visibly Better ANCHORti[MAILS • • • • • • �. • •• •• i ALUM. HOffION IOhLBRWMDQVf•ACf 9". 13 • 401144/4/44H14710 •w • IHalf1 .1 11• I • 4127-18•6 • A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • ••••• • • •• • • ••• • • • • • • ••• • • • ••• •• • •• • •• •• •••• • • • ••• • •• s10a 4 r Prepared by: The Permit Runner 954-394-8869 thepermitrunner@aol.com BCIS Horne Log In User Registration Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Apptovar Menu > Product nt A. rplicfition Search > iolicaoon List > Application Detail }.: 1 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Plastpro Inc. / Nanya Plastics Corp. ENTIJRY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbIdgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com IExterior Doors { Swinging Exterior Door Assemblies • • • • • •• • • • • •••• • • •••• • •••• •• • • • • • • •••• • •• •••••• •••• • • • • •• •• •••• • • • • • • • • • • • • • •• • • •• • • • • • • ••••• • •• • • •••••• •••• • • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LI Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R5 Eiluiv Equivalency Of Standarcls.pdf Method 1 Option D 04/24/2015 04/26/2015 04/29/2015 06/23/2015 • • • • • •• • •••• • • • •••• • • • ••• ucts •••• -,:l.?,*"---- Model, Number or Name •-• Description • • • • • • • • • 15210.1 a. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 9 Y 6'8 "Impact" Opaque FiberglassryVh or - Inswing/Outswing (X - Confi uratfbn • 9 99 �• • • • • • ••••• Verified By: Lyndon F. Schmidt, P.E. 43409 Fiberglass Door Created by Independent Third Party: Yes • Limits of Use Installation Instructions • • • • Approved for use in HVHZ: Yes FL15210 R5 II Inst 15210.1.41f Approved for use outside HVHZ: Yes • Verified By: Lyndon F. Schmidt! P.E•43.409 • Impact Resistant: Yes Created by Independent Third P?rty: YLs •••• Design Pressure: N/A Evaluation Reports • • • • •• Other: See INST 15210.1 for Design Pressure Ratings, any (_15210 R5 AL._I,_v, 1.15210.1.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 0.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Maho•an S- ' • Fiberglass tYoor Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 6'8 "Impact" 0 s Single Door with Sidelite or i es - Inswing/Outswing (OX or X0; OXO - Configurations) Installation Instructions FL1_5210 R5 II last 15210.2,pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports 11..1521.0 R5 AE Eval 1521.0.2,pdf Created by Independent Third Party: Yes 15210.3 c. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes EklaZ111._125.,._1.I..,._Ig ,t,....,52.10:.;3.:Ilr[f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any f::1.15210_.._R5..._At;;..._Eval 1. .10,.3 p f additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.4 d. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Fl15210R5._._II Inst 15210.144f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.pdf additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.5 e. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidelites - Inswing/Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL15210 R5 II Inst 15210.50f •• • • • •••• •• •• • • • •• • •• • • • •• •/ • ••• • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.5 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eva! 15210.5.01 Created by Independent Third Party: Yes 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eva! 15210.6.odf Created by Independent Third Party: Yes • 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door - Outyg044(X - Configuration) • • • •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. • Installation Instructions •••• FL15210 R5 II Inst 15210.7.pdf • • • • •• • Verified By: Lyndon F. Schmidt,? .X13409 • • • Created by Independent Third•Pe•tyiYes •••• Evaluation Reports• • • • FL1S210. R!�_F1E • • • • L��I._I�Z]_I(_.7.,pdf •••• Created by Independent ThircVaftr'res • • • • • • IL157.10...-125....IL._i0<it._j:.S.2t0.10..Pdf •••••• 15210.8 h. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door • • • 8'0 "Impact" Glazed Fiberglass•�ipp/le Ooor with Sidelite or Sidelites - Outswing (OX or XO; 6XO !ConfigUJ t1V)• • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL_13)10RS II Inst 1. 210_8,psif Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports F€..152.1.0 R5 AE Eval 1521.0.8.pdf Created by Independent Third Party: Yes 15210.9 i. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL.15210 R5 II Inst 15210:9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL11210_._RS... Created by Independent Third Party: Yes 15210.10 j. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes IL157.10...-125....IL._i0<it._j:.S.2t0.10..Pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL1521.0 R5 AE Eval 15210.1044i additional use limitations, installation instructions and product particulars. Created by Independent Third Party: Yes 15210.11 k. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Outswing (OX or X0; OXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.11 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.11.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.11.01 Created by Independent Third Party: Yes •••••• .• • • • • • • ••••• •••••• ••• • • • 15210.12 I. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.12 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL.15210 R5 II Inst 15210.12.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R5 AE Eval 15210.124AI I Created by Independent Third Party: Yes 15210.13 m. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.13 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.13.0df • • Verified By: Lyndon F. Schmidt, P.E. 43.409 Created by Independent Third Paoty: lies. • Evaluation Reports • • . •••• FL15210 R5 AE Eval 15210.13.scif• • • • • ••••• Created by Independent Third Patvi hs. • •••• •• • • 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door• • . • • 8'0 "Impact" Opaque Fiberglass Drldlt 1Door withaSurfiase Bolts on Active Door panel - Outsl►vrg•(XY - Configyiplign) • • • . • • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.14 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions • FL15210 R5 II Inst 152.1.0,14.V • • Verified By: Lyndon F. Schmidt, P.E. 43109 • • Created by Independent Third P'yrty •1Pi • Evaluation Reports • • • •••• FL15210 R5 Af: Eval 152.10.14 df • • • Created by Independent Third Party: Yes • • • 15210.15 o. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact" Glazed Fiberglass Single Door utilizing the WINDSERTr'" an operational window insert - Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.15 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R5 II Inst 15210.15.0df Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports EL15210.... R;i....ALEval .._152tU;15_pdf Created by Independent Third Party: Yes I6ack) Next) Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe scold t nl hTJucs' •• • • • • •. • • • • R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 811659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence • • • • •• . • •••• • •••• • • •••• •••••• •• • • . • .... • •.• RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acq'uiinanciaj tttterist in the company manufacturing or distributing the product or in any other entity 'n �o1'ed in the • • approval process of the product named in the accompanying Florida Product A jrorac • •• • • • • •• • •••• • .• Lyndon F. Schmidt, P.E. FL No. 43409 April 1, 2015 tt:\Admin DocsUFt3C Templates\Certificate of lndependcncc.doc Sheet 1 of 1 • • . ••••• �• • • April 23, 2015 To Whom It May Concern: R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Bo, 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 FL -15210 Equivalency of Standards . . • . . •. . • ••.• •••• . .. • ••.. •..• • ••• .. . . • •. •• •• • ASTM D 635-98 Equivalent to ASTM D 635-06 • The products referenced in this Product Approval have been tested in accordance with AVIA D•635-9$..alias been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D'635-913": •. equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5'"Edition (2014) Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM E 84-05 is equivalent to ASTM E 84-09, which is the reference standard and year that has been adopted by the 5't' Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-O5a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 155-05a, which is the reference standard and year that has been adopted by the 5"' Edition (2014) Florida Building Code. Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 ...... • • • • •••... •: • • • 0 5 z T 1 flilastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 37.50" MAX. OVERALL FRAME WIDTH mooth / Wood Grain / White Wood Grain Rustic / Mahogany ries 0 Fiberglass Door INSWING OUTSWING IMPACT" GENERAL NOTES This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant cove 4. When used in areas outside of the "Hwir requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5, For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction, 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. • tswing configurations meet water infiltration requirements for "HVHZ". I other configurations do not m = - - 'i Et ation r . ' - u -.. •, r• - • • . ed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit is less than 45 degrees. SWING •• X (,ca OZ Z W U 4 a z O iJ • • INSWING •• •X• MAX. FRAME MBNSiO • Ai" ESIGN PRESSURE (PSF) ?OSSTIV • •• ••• 82A8" -••+'• • 7.54" x 81.13'j4 • ••• •;75.0 i 0 Se%•Shee02 for haaEiwore djsign pr$ur1• limitgtions • •• • • . . • • • •• • • ,•• • . •• • • 0011 • • • • 04110 • • • • • • • • • • • • ••• • • • • • • . • • • • • • • •• • • • •• •• ••• • • • 000 • DRAWING FL --15210.1 5 EU 1 or 9 TABLE OF CONTENTS SHEET# DESCRWRON 1 Typical elevation, design pressures, & general notes 2 Door panel details 3 . Horizontal cross section 4 ! Vertical cross sections 5 (3 -point lock details 6 13 -point lock details 7 'Buck and frame anchoring 8 ) Components 9 [Bit of materials SWING •• X (,ca OZ Z W U 4 a z O iJ • • INSWING •• •X• MAX. FRAME MBNSiO • Ai" ESIGN PRESSURE (PSF) ?OSSTIV • •• ••• 82A8" -••+'• • 7.54" x 81.13'j4 • ••• •;75.0 i 0 Se%•Shee02 for haaEiwore djsign pr$ur1• limitgtions • •• • • . . • • • •• • • ,•• • . •• • • 0011 • • • • 04110 • • • • • • • • • • • • ••• • • • • • • . • • • • • • • •• • • • •• •• ••• • • • 000 • DRAWING FL --15210.1 5 EU 1 or 9 z 79.25" MAX. O.A. HEIGHT ---0,7 0.4" —H CAP (PVC) 35.75" MAX O.A. _-.... WIDTH \\ HINGE STILE (LVL) c ( ODOOR PANEL Plasfpra Fiberglass °HORIZONTAL CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE HARDWARE TAILS MANUFACTURER MODEL PRESSUstRRMAX- EE ( (MSPS F} SCHtAGE KNOB: SIGNATURE SERIESKWIKSET DEADBOLT: SIGNATURE SERIES (980) KNOB: "F" SERIES (F51) DEADBOLT: "B" SERIES (860/62) ± 75 ± 7S PAMEX LEVEL FL38 SERIES DEADBOLT: FD7 SERIES ±'$ HOPPE W & F MULTIPOINT LOCK: 3 -POINT TONGUE MULTIPOINT LOCK: TRILENNIUM "3000" SERIES t 50 ± 75 See sheets 5 and 6 for multi -point lock details. •• • • •• •• INTERIOR EXTERIOR FOAM CORE (POLYURETHANE - 1,9 PCF MIN.) FIBERGLASS SKIN (0.125" MIN. THK.) ••• • • • • • VoMo.), ••• •• • • • •• • •• • • • GOTWMRAIL--- • ••• • • • • ••• • • • • • •• • • • •• •• • • • • • • • •• • •• •• • • •• • • • •• ¥ERTICAL CROSS SECTION • •• • m v c 0 w ti uJ 0 0 z z z 2 OA 02/16/ 2 saw N. T. s DWC. 9y02:/N1 `dx — m CHK, BY: LES DRAWING NO.: FL -15210.1 SHEET 2 OF 9 • • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • •• • • • • 1 • •• •• •••• • • • • • •• •• • ••• • • Is\FL-15210 MVH: Fiberglass - Impact R\Clients\Plastpro, Inc PERMANENTFlorida Product c93 ¢I x \ / / I 1 J 3 0.15" CSINK yI ~� ITYP.) vv EXTERIOR. HORIZONTAL CROSS SECTION O*,gshood ng also 3 INTERIOR 1-1/4" MIN. EMB. (TYP.) EXTERIOR HORIZONTAL CROSS SECTION Shown w/ IX sub -buck .. •.. • • • • 0.15' C'SINK H- / (TYP.) 1-1/4" MIN. EMB. (TYP.) N4 INTERIOR \ o, Q • •• • • • ••• • •• ••• •• • EXTERIOR • •.• • • • • • • •• • • • •• •• • • • MO ZO_TA»CROS ECT1ON otas• • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 1 0 CC 0 3. 3. ;W �o O z DATE: 02/16/ 2 Ste: N.T.S DWG. BY: JK CHK. EIT: IFS 0 in w ORAW1NC NO.: FL -15210.1 SHEET 3 OF 9 2 m 8 0 N 5210 (2014\FL 15210.1 6 dwg, 41 Impact Opaque and Glazed C s\FL-15210 HVHZ Fi INTERIOR `````ps1*ln!) VERTICAL CROSS SECTION 4 Shown w/lXsub-buck C)VERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION Outswing configuration EDVERTICAL CROSS SECTION Shown w/ ADA threshold EXTERIOR ►�iti ow; INTERIOR •• ••• e •• •• •°• • • <• •s • •a • • • • • • •" • • • T " • ie., • •,A • a ••• •• • 1 ••• •• • • • •• • • " • • •• /-4VERTICAL CROSS SECTION • • • • • • �4,ilnswig90Dnfigwati9n • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • •• •• • • • • • 4 0 38 j Q z 0 6o c, o En a4� o m 0 4CC Q N� V o Y } m ti UPDATE TO 5TH ED. (2014) N mQ Mz � _0 DATE 02/i6/ 2 SCALP: N.T.S z 0 w cc DWG. GT: JK CHK. er: IFS DRAWING NO.: FL -15210.1 snEo 4 of 9 • • • • • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • • • •• • 0 201 2 R.W. o+ Impact Opaque and Glaz RAClients\Plastpro, Inc PERMANENT\ Florida Product Approval>\FL-15210 HVHZ Fi MANUAL RAISED TONGUE GEAR SYSTEM HOPPE MULTI -POINT LOCKSET \ 3-Point•Tongue" 0 23 MUL71 POINT STRIKE PLATE 1 O` O i O, •• ••• • • • • • • •• • 2X BUCK IX BUCK 2X BUCK $$ IXBUCK H 2X BUCK 1X BUCK • • • • *STRIKE JAMB • • •• ••• •• • • • •• • ••• • ••• • ••• • • • • • • • • • • LATCH AND DEADDOLT STRIKiPLATE • • • • • • • 2S Tongue system • •• • • • • • • • • • • •• • • • • • • •• •• • • • • • V ca ca a. a b4 0 O re a 3—POINT LOCK DETAILS UPDATE TO 5TH E0._ (2014) FDC m z 0 cc rn 0 z DA'E:02/16/ 2 SCALE N.T-S. DWG. FA JK CHK. BY LFS DRAWING NO.. FL -15210.1 SHEET 5 OF 9 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ci 0 5210.I 6.dwg. 6.1 15210 HVI1Z fine‘ n), Inc PERMANENT\ W & F Trilennium 3000 SERIES 3 pt. Lock 2X BUCK 1X BUCK • • • • • • •• • •• • • ••• • ••• 'STRIKE JAMBPDETAIL • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • 0 0 0 PART UR ASSEMBLY: 3—POINT LOCK DETAILS 0 7 DATE: 02/; 6/ 2 sCALE: N.T.S. DWG. BY. JK c4N. BY: LFS DRAWING NO.: FL -15210.1 SNEET 6 OF 9 • • • • • • • 000 • • • • • • • • • • • 000 • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • OI4);fL 35210.1-6dwy, 7.1 E i MASONRY j OPENING 2X BUCK—\ TYP. HEAD & JAMBS <71 0- M BUCK ANCHORING STRIKE JAMB (-CONCRETE ANCHOR WILD 1.oncre a 7acoNons at the carers may be adjusted to maintain the min. edge distance to mortar joint. 2. Concrete anchor locations noted os "MAX. ON CENTER" must be adjosted 10 maintain the min. edge distance to mortarjoints. additional concrete anchors may be required to ensure the MAX. ON CEMER" dmrension ore not exceeded. 3. Concrete anchor table: ANCHOR TYPE NCHOR NCHOR SIZE MIN. EMBEDME MTN. CtEARANCE TO MASONRY E- - IN. CLEARANCE"' TO ADJACENT ANCHOR ITN TAPC•Na 1/4" 1.1/6" r 4 ELCO ,. `1TRACON 1-1/4 4 TAPCON10 3/16" 1-1/4 3 i -Lir T W000 SCREW INSTALLATION NOTES: Maintain a minimum 5/S edge Balance. l" end distance, & " o.c. spacing of wood screws to prevent the spkitirg of wood. SEE HINGE DETAIL (TYP.) • MASONRY / OPENING • FRAME —\\ 2X BUCK 2X BUCK 1 X BUCK TYP. HEAD & JAMBS ) ADA SILL ONLY / J 2X BUCK 1X BUCK FRAME ANCHORING Masonry construction 1X BUCK 2X BUCK X BUCK 2X BUCK •• ••• Eo • •-_.,J • • • • • • • • • • • • • • • • 2X BUCK •• ••• • • • •• 1X BUCK ..r HINGE JAMB 1X BUCK •' • J• 24BUCK LATCH S DEADBOLT DETAIL 0' a* nl �'////4 ? * pie • ••• HINGE 7ETAU4•• • ••• • • • mowing • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • HINGE DETAIL Outswing 0 0. UPDATE TO 5TH ED. P014) FSC m Q n � O z z 0 rr DAM 0276 2 !F: N.T.S owc. BY: JK CNK. BY: LF S FL -75210.1 SHEET 7 OF 9 000 • • • • 0041 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • 410 0044 • • • ••• • • i 0 0 0 N 0 210 (2014AFL.- royals \ FL -15210 HVHZ Fi RAClients Plastpro, Inc PERMA OUTSWING THRESHOLD DIP (Q0SR) 4.68. ---i I " ; l I r.;;N, OUTSWING THRESHOLD DLP (GOSH) ra" 01/ISWING THRESHOLD V.7.../ Columbia High Dam (581) OUTSWING THRESHOLD Columbia (575) OUTSWING THRESHOLD Endura (Z -Series) OINSWING THRESHOLD 36 Enduro (Z -Series) .rki\k INSWING THRESHOLD "...L.'', Columbia ® INSWING THRESHOLD DLP 1ISCS) Lt 4.5e 0 2.13" POLY FIBER JAMB Plastpro 4.56" 2.36' ®WEATHERSTTUP Endura Force 5 vropp .4Atm! PE650 --- /ale. ---1 C)DOOR BOTTOM SWEEP •• •• • ••• •• •• .0', v• • •. • • • —•• • ADA THRESHOLD 0. COMPONENTS co dN ci Lu 0 0. 0 0) 0 z 0 I/7 DATE: 02/16/ 2 SCALL NJ.S G. Elm JK 181.0 • • • • • • • • GHK. BY: LFS • • • • • • DRAWING NO.: • • • • • • • • • • • • • • • • • • • FL -15210.1 • • • • • • • • • • • • • • • • • • • • • • SHEET 8 Or 9 111 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • 1l 0 0 0 • • • 0 * 0 • • :(INERILTANT INC. ;•• C. 2012 R.W FL -15210.1-6 d act Opaque and Glazed \C - Dra ANENT Florida Product Appr 0 BILL OF MATERIALS REM ♦ DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL H 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL I 1 /4" X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL L #8 X 2-1 /2" PFH WOOD SCREW STEEL M #8X1-1/2"PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/4" PFH WOOD SCREW STEEL 22 3 POINT'TONGUE" MULTI -POINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD _ ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 # 10 X 1-1/7' PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 7' PFH WS STEEL 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL • • • • • • • • • •• ••• • • • • • •• •• ••• •• • • • •• • ••• IF ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• •• • • • • • p zo 0m am 0 0 OC PART OR ASSEMBLY: BILL OF MATERIALS UPDATE TO 5TH ED:__ (2014) FBC tn 0 c0 0 10 o Z OATS: 02/16/ 2 SCME N.T.S. DWG, BY: JK OHF. BY: LFS DRAWWG NO.: FL -15210.1 SHEET 9 OF 9 ••• • 0 • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 0 N 0 R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrieo, Fl. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: Date: FL -15210.1 April is, 20i5 //Product Cate . o . 1- ub Category Manufacture Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro, Inc. Smooth/Wood Grain / White Wood Grain Rustic / Mahogany • Series 0 Fitierglags Door ; • • • • • 5200 W. Century Blvd. Los Angeles, CA 90045 Phone 440.969.9773 Inswingiputssvjrf-Impact'. • Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E.46y:te+n ID # $Z;).fOr Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1D of the State of Florida ProductOpprovel, Department of • Business & Professional Regulation. •••• • • • • • • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process tit ffte product AMU •• •• •••• herein. Limitations: • • • • 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (PBC) stfucturaCrpgyijeements including the "High Velocity Hurricane Zone". •• • • • • 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material 01311 bebeyonjl4041Vessing or stucco. • • • 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is Tess than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. •••• •. • 1 • • • Supporting Documents: 1. Test Report No. TEL 01390365 ETC -05-255-16776.0 ETC -06-255-17412.0 ETC -07-209-19303.0 2. Drawing No. No. FL -15210.1 3. Calculations Anchoring 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Test Standard TAS 201-94, 202-94 & TAS 203-94 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ASTM G 26-95 ASTM E 84-05 ASTM D 635-98, 638-03, 1929-96 & 2843-99 Prepared bv RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) • 417.S IOW V. Testing Laboratory Testing Evaluation Lab., Inc. ETC Laboratories ETC Laboratories ETC Laboratories Signed by Lyndon F. Schmidt, P.E. Joseph L. Doldan, P.E. Joseph L. Doldan, P.E. Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed bv Lyndon F. Schmidt, P.E. Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 4/24/2015 • • • • •