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RC-16-852 I r; p Com/(! !i . p.,4d J /wiw v X11 f •��' '��" y i h } i } j t 1 f I " Permit No. RC-3-16-852 stjO1 s o,� I Miami Shores Village t Permit Type:Residential Construction 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Per I Work Classification:Addition/Alteration Permit Status:APPROVED' Phone: (305)795-2204 N FtoRio� Issue Date:319/2017 F Expiration: 09/05/2017 Project Address Parcel Number Applicant 1255 NE 99 Street 1132050090100 Miami Shores, FL 33138-2642 Block: Lot: JOSH WOLLOWICK Owner Information Address Phone Cell I JOSH WOLLOWICK 1255 NE 99 Street FL 33142- (305)531-0970 1255 NE 99 Street FL 33142- Contractor(s) Phone Cell Phone Valuation: $ 206,600.00 STRONG DEVELOPMENT&CONSTRI (305)321-1586 Total Sq Feet: 800 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Fill Cells Columns Date Denied: Wire Lathe Type of Construction:NEW WINDOWS(7),DOOR(4),STF Occupancy: Final PE Certification Stories: Exterior: Drywall Front Setback: Rear Setback: Miscellaneous Left Setback: Right Setback: Window Door Attachment Bedrooms: Bathrooms: Tie Beam Plans Submitted:Yes Certificate Status: Final Certificate Date: Additional Info: Framing Bond Return: Classification:Residential InsulationTruss Insp Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Columns Foundation Bond Type-Contractors Bond $500.00 Invoice# RC-3-16-59213 CCF $124.20 Window and Door Buck CO/CC Fee $150.00 03/30/2016 Credit Card $360.00 $7,544.14 F.Termite Letter DBPR Fee $92.97 03/09/2017 Credit Card $7,544.14 $0.00 F.Elevation Certificate DCA Fee $92.97 Bond#:3338 Declaration of Use Education Surcharge $41.40 Review Electrical Notary Fee $5.00 Review Electrical Permit Fee $6,198.00 Review Electrical Permit Fee $0.00 Review Planning Plan Review Fee(Engineer) $160.00 Review Planning Plan Review Fee(Engineer) $80.00 Review Building Plan Review Fee(Engineer) j $120.00 Review Building Plan Review Fee(Engineer) $120.00 Review Building Scanning Fee $54.00 Technology Fee $165.60 Review Building Review Building Total: $7,904.14 Review Structural Review Structural Review Structural Review Structural Review Mechanical !1 Review Mechanical J Review Plumbing v Review Plumbing OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. March 09, 2017 4 t r RECEIVED Miami Shores Village cT i7 zos Building Department �\ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _T INSPECTION LINE PHONE NUMBER:(30S)762-4949 ` , = FBC 201 ` BUILDING Master Permit No.P—\';IG— 852— PERMIT APPLICATION Sub Permit No. BUILDING Fj ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP r CONTRACTOR DRAWINGS JOB ADDRESS: /Z ScS ti 9 ST City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: i OWNER:Name(Fee Simple Titleholder): ��S / VV 0 r )0 V'jIvL Phone#: -?O r ✓ /—y q-O Address: 'Z c?q = ST City: I l (Qh/1( V lC�l/Z.r State: L Zip: f� Tenant/Lessee Name: Phone#: Email: )LUa! (OIY ,CL 0 a6( _ C o !/L'1 CONTRACTOR:Company Name: S 1 1 lo'7 Z ��VC `�P/'�?°^ ! 6.>n)7 'Phone#: (3 Z- Address: .70 6aX City: State: Zip: �3 z- QualifierName: FR'q'J Sea FLi -/4<--� Phone#: 3 /5�� State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: �¢rC�J /`,'R�OR 11; �� Phone#: S 6/ .aJ o, 7? Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: �/A Type of Work: ❑ Addition [J lteration r ❑ New ❑ Repair/Replace � El Demolition Description of Work:_ yl`1C� AV tl's!K G'AL'A l.-P r i Specify color of color thru tile: I Submittal Fee$ Permit Fee$ C1(� CCF$ 1 — CO/CC$ 1 Scanning Fee$ nQ Radon Fee$ C a DBPR$ Notary$ Technology Fee$ l �• Training/Education Fee$ y Double Fee$ ------� 1 Structural Reviews$ i } o Q0 Bond$ �LJIJ TOTAL FEE NOW DUE$ 1 i (Revised02/24/2014) {d 5 I i ;s Bonding Company's Name(if applicable) i + Bonding Company's Address I City State Zip I 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, i 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. "WARNING TO OWNER: YOUR ,FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF'YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which-occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee'will be charged. 71 , i Signature Signature du " 0ER or AGENT C NTRACTOR ° The foregoing instrument as acknowledged before me this The foregoing instrument was acknowledged before me this day of (onez e- 20 by. day of. S° O 20'_/6 by o is personally known to who is personally known to me or who has produced R_Do V aNJ�s's me or who has produced_r63 Z 2-376 711%$d o as identification and who did take an oath. identification and who did take an oath. NOTARY BLIC: NOTARY PUBLI Sign: . i Si g Sign: Print: 'J �-b Print: ` Seal: Seal: Notary Pub)P3J)? Plans Sindia Alvip �% Notary Public State of Florida My Commi : Sindia Alvarez 4,05,0) E pires09/ y p ******************** * * **************** * **��TpCV6 . .aF>�*tbl'iiSOe*** ****** p ! 3!2018 APPROVED BY s Examiner n. d Zoning I Structural Review Clerk (kevised02/24/2014) { 1 t. I STATE OF FLORIDA ,DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION i � CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 WE2601 BL-AIR STONE ROAD TALLAHASSEE FL 32399-0783 FUERTES, FRANCISCO JOSE STRONG DEVELOPMENT&CONSTRUCTION COMPANY 9260 SW 120 ST MIAMI FL 33176 { Congratulations! With this license you become one of the nearly ,�e•�_ .� __.a.`'*,. one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses rangeSTATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque a DEPARTMEN,-OF BUSINESS AND restaurants, and they keep Florida's economy strong. '' PROFESS(ON'AIJ, EGULATION Lv CGC1514111c ��08/28/2016 Every day we work to improve the way we do business in order _ ,Q� �, i - „.t_•4 to serve you better. For information about our services, please mfr - { �•Vis+"a log onto www.myfloridalicense.com. There you can find more ` CERTIFIED GEI [ %ONRaCTOR information about our divisions and the regulations that impact FUERTES, FRANdISt �lQS „�k - you, subscribe to department newsletters and learn more about ; STRONG-DEVECVPM I ITI&LICTION the Department's initiatives. o" Our mission at the Department is: License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can /` -'�--”.- —'^ -y - `- AS"CERTIFI.ED under,the;provisions-of Ctt.489 FS: serve your customers. Thank you for doing business in Florida, . . .. .� I r•,.Expiration date :.AUG 31,2018 „—.�.z.,.� L1608280003258 and congratulations on your new license. _ i DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE'OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION i CONSTRUCTION'INDUSTRY.LICENSING;BOARD CGC1514111 1 ' The GENERAL.CONTRACTOR' Named belowiS_CERTIFIED - Under:the'provision`Sof Ch4pter:.489:FS."``° ""'`�"' TExpiration dates-AUG"31;-•2018 FU,ERTES',FR"A�NCISCO;JOSE: ,.... _ "•, �.``�� `1 `�*. `�`'r� ,STRONG DE\/ELOPMEIC}fSTRUCTION�COMPANY'� ' ,,.,,926d,SW1 1.20�ST��"r - 7C . *\ � <<'`JVIAML—. s k. r - SS D 08/28/2016 SPC AS UIF D�L SE-Q# 6-608280003258 , y I , Local Busi ness Tax Fdecei pt I Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY BT 6162580 BUSINESS NAM E/LOCATION RECEIPT NO. EXPIRES STRONG DEVELOPMENT AND RENEWAL SEPTEMBER 30, 2017 CONSTRUCTION CO 6426605 Must be displayed at place of business 9260 SW 120 ST Pursuant to County Code MIAMI, FL 33176 Chapter 8A-Art.9& 10 OWNER SEC.TYPE OF BUSINESS PAYM ENT RECEIVED STRONG DEVELOPMENT AND 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 75.00 09/27/2016 Worker(s) 1 CGC1514111 0230-16-005582 This Local Business Tax Receipt only con"rrns payment of the Local Business Tax.The Receipt is not a license, permit,or a cerci"cation of the hd der's qual i"cati ons,to do business.Hd der must comply with any governmental or nongovernmental regulatory taws and requirements which apply to the business The FEH PT NQ above must be displayed on all commercial vehid es-Miami-Dade Code Sec 8a-276. NUUMIA121, For more information,visit www r iar idade aov/taxcdlector i f t 1 .. +� I DATE(MM/D YYY) ACOR ' CERTIFICATE OF LIABILITY INSURANCE �....� 11/11/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy lies)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 riot confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C No Ext): 800 277-1620 X4800 FAX A/C No): 727 797-0704 FrankCrum Insurance Agency,Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE NAIC# Clearwater FL 33756 INSURER A: Frank Winston Crum Insurance Company 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F Strong Development&Construction Company INSURER D: 100 South Missouri Avenue_ INSURER E: Clearwater FL 33756 INSURER F: r COVERAGES CERTIFICATE NUMBER: 396015 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. INADDLLTR TYPE OF INSURANCE INSRD SWVD POLICY NUMBER UBIR POLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MMIDDIYYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED $ PREMISES Ea occurrence MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY F_�PROJECT =LOC PRODUCTS-COMP/OPAGG f OTHER: $ AUTOMOBILE LIABILITY - COMBINEDSINGLELIMIT $ dent ANY AUTO OWNED AUTOS SCHEDULED BODILY INJURY Per person) E ONLY AUTOS- BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ ONLY AUTOS ONLY Per a citlent f UMBRELLA LIAB OCCUR EACH OCURRENCE f EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND WC201700000 01/01/2017 01/01/2018 X PER STATUTE OTH- A EMPLOYERS'UABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE a OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $1.000.000 (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $I.DDO.000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1.000.000 I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Effective 08/22/2016,coverage is for 100%of the employees of FrankCrum leased to Strong Development&Construction Company(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. (Client reference:License Numbers:General Contractor License Number:#CGC1514111:Electrical Contractor License Number:#EC13005060) f CERTIFICATE HOLDER CANCELLATION . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE 1 POLICY PROVISIONS. ) Miami Shores Village Bldg Dept AUTHORIZED REPRESENTATIVE 10050 NE 2nd Avenue Miami Shores,FL 33138 Y C 1988-2016 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 The ACORD name and logo are registered marks of ACORD t 1 .. ACORN® DATE(MM/DD/YYYY) `� CERTIFICATE OF LIABILITY INSURANCE 02/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ,certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Alexander Dopazo DOpa20 & A980Clat@S Inc (PA HONE Extj: (305470-8500 FC.No; (866)607-9673 8,725 NW 18th Terr Ste 300 E-MAIL SS: alex@dopazo.com ADDRE INSURERS AFFORDING COVERAGE NAIC N Miami FL 33172 INSURER A:Western World Insurance Co 13196 INSURED I. INSURER B Strong Development And Construction Company INSURERC: ( PO Box 565808 INSURER D: I, INSURER E: Miami FL 33256 INSURER F:' COVERAGES CERTIFICATE NUMBER:CL1713015865 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY) (MM/DDIYYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 r DAMAGE TO RENTED A CLAIMS-MADE X OCCUR PREMISES Ea occurrence $ 100,000 F NPPS397793 02/06/2017 02/06/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X •POLICY ❑PRO JECT I LOC PRODUCTS-COMP/OPAGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO, BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ I WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ( (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below a E.L.DISEASE-POLICY LIMIT $ t DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) General Contractor. 1 I t i CERTIFICATE HOLDER CANCELLATION (305)756-8972 f SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE I Miami Shores, FL 33138 Alexander Dopazo/AD ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(261401) 1 i ' r January 11th,2016 Miami Shores Village RE: Building Department Project address: 1255 NE 99 STREET, MIAMI SHORES, - FLORIDA 33138 Permit Number# 16-852 V - ZUILDING CRITIQUE RESPONSE: #1:Provide detail,itemized job cost estimate. Including labor,material, overhead and profit. Response: Provided by contractor #2:Provide a survey and certificate of elevation signed and sealed by a Florida license surveyor i Response: t Provided by owner #3: Provide dimensions for all rooms and hallways as required under section 8-10 of the Miami Dade county code and section 107.2 of the 2014 Florida Building Code f. Response: Please refer to sheet A-5: Proposed floor plan. It has dimensions for all areas. #4: Provide Fixture Clearance:R307.1 Space required. Fixtures shall be spaced in accordance with figure R307.1 and in accordance with the requirements of Section P2705.1 Response: Added dimensions to fixtures to show compliance with this code section. In addition added typical detail and code referral. Please refer to sheet A-5: Proposed floor plan #5: Clearly identify the required means of egress Response: r All egress windows and doors are clearly identified. Please refer to sheet A-1:Windows and door' schedule r #6: Health department approval •••• •••••• Response: :'...:• '• By Contractor i • #7: Provide connection detail for the fake garage doors to the structure •••• •• ••••• Response: •....• ..... Fake door is treated as cladding and overlay replicate door. Added dimensions con •W• ••Idetail, lipase ••.•• _ refer to sheet A-6 ' Do not hesitate to contact me if you`have any further questions: ••• Percy Malpartida, P.E. Florida PE#77935 561-236-9970 i " 10. 1 9 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 F' ral Emergency Management Agency Expiration Date: November 30, 2018 N nal Flood Insurance Program ELEVATION CERTIFICATE i Important: Follow the instructions on pages 1-9. ",� Copy all pages of this Elevation Certificate and all attachments for(1)community o ins`ue'anceont/com any, and(3)building owner. SECTION A—PROPERTY INFORMATION 0AFOR INS RANCE COMPANY USE Al. Building Owner's Name Polic ber: JOSHUA WOLLOWICK A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. o�e Box No. Company NAIC Number: 1255 N.E. 99th STREET City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) LOT. 13 AND THE WEST ONE HALF OF LOT 14, BLK 1, EARLETON SHORES, PB. 43, PG. 80 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'00.34"N Long.80°10'21.22"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. I A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,837 sq ft I b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 934 sq in d) Engineered flood openings? ❑Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ❑x No •••• SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATIO•K•• • B1. NFIP Community Name&Community Number B2. County Name •••:•• B3.*State • VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE •••••• FloriiVpFTS 0 •• ;••• B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) M. B%se Flood" vation(sl.;. • Number Date Effective/ ••:Z2oneA0I se Base Revised Date •• flood Depell•• •••• • 12086C 0306 L 1 09/11/2009 09/11/2009 AE "8f6T*N.G.V.D. •• . . . . ...... B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9 ..• : ••• • ••••' ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: '• B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 I 4 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2 i IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY U' Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E. 99th STREET y City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30, V(with BFE),AR, AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: # B 400 (MIAMI-DADE) Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a)through h)below. x❑ NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 6 7 ]x feet ❑ meters b) Top of the next higher floor 9 55 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑meters d) Attached garage(top of slab) 7. 23 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building NSA. ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6 7 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6 9 Q feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA ❑x feet ❑ meters structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number RENE AIGUESVIVES 4327 Title ."'•• ;�' • *M1bFFESrC"AL LAND.SVRVf-YOR ce CAlnpanyf "L1A; ...... ` • �L.VAREZ A1GUESVIVF�§nUD ASSOCIATES f' ' Address •• ••, •••••• Here 'M1 SW 1V9 AVENUE#204• r� .104i • •••••• State ZIP Code , • IqIAMI •••• • f - - Florida 33173 • 1i6n Date Telephone 7/08/2016 (305)385-0385 /Copy all Pe thi le tion Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. 'f Comments(inc/ingXype of equipment and location, per C2(e), if applicable) LATITUDE/LONGITUDE OBTAINED USING A GPS MAGELLAN MAESTRO 4210 BENCHMARK USED: B 400(MIAMI-DADE), ELEVATION =8.28 FT(N.G.V.D.) CROWN OF ROAD ELEVATION =6.05 FT(N.G.V.D.) C.2a)REFERS TO CRAWLSPACE ELEVATION 16-22317 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 E. VATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 If ORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Bijilding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E. 99th STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. _ i Jll w awry; NM1 FE�a Photo One Photo One Caption FRONT VIEW ' ' :, � - ,fit, '� °' , •••• �`, �Cu � 11" ,, • • t I r • fi ( t'.r �"� .4{' of w � �:s.. �' • •• ♦•••• • • •••• •••••• • IL " T •••••• ......ter .k .. - �. o..,.,... •• Photo Two Photo Two Caption REAR VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 EVPVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 I ORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE ilding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E. 99th STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. ... s i I- Ibftolom _..,. Photo One Photo One Caption SIDE VIEW • • • a • • M Photo Two Photo Two Caption SIDE VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 1 --- w LEGEND '°-n v v J ;~ l ¢ ° PHA Aro LOT-6 LOT-5 LOT-4 BM =.Ben ch M ark BRG =BearingBLOCK-1 BLOCK-1 .W BLOCK-1 Z CAN=Cable TV J I U y y v CB =Catch basin U U � LO U E 0 v 3 CBS =Concrete Block Structure F.I.P. 1/2"0 I b Z, IN I Mo 4'WIRE o F.LR. 1 2"� _ r t CH =Chord c m Chatta=Chattahoochee — + M � FENCE / _ 3 �_ a°2 Z u w 112_50' P. O.U.L. ! _ m s o =Center Line �5 v c CLF =Chain Link Fence �SU.E. ---- O.U.L. UE- - -- - - - - ��. - L � � ; E i au a° °m CL. =Clear 4'WIRE FENCE 1C!SO'C_�5'U,E — o y o CONC.=Concrete c T a a m x -__ Delta 0.25'CL A PORTON `_Ed� =Damete Diameter LOT-13 1 O'C.B.SOF LOT-14 9z Ho D =Drill Hole1� c BLOCK-1 WALL BLOCK-1 ° o DME =Drainage & Maintenance 00 ntenance 00 cya� O.U.L • _m Easement 29.30 9 46' This properdescribed :�- R T E.B. =Electric Box - ( ) - - - ;n LOT LINE Enc. =Encroachment ? � oeon ( )oot30.90 _=PORCa E m c W o o F.F. =Finish Floor 4'WIRE --- `O I Block 1 EARLETON SHORES according to the y ° W:� �°= o y F.H. =Fire Hydrant LL LLLLLLLLLL 8.34 CL ' ' ° ° w d LOT-12 FENCE O LLLLL LLLLLLLLLLLLLLL Plat thereof as recorded in Plat Book 43 Page 80 _ ° ° c v m H'= F.I.R. =Found Iron Rebar POND q FPL =Florida Power&Light O I L LLLL LLLLL 1 I ' o`o E o m > m 5 BLOCK-1 '� Q� BRICK LLLLL LLLLL a a d a`o m g 900 LLLLL Lr- L LLLLL 1 I of the Public Records ° 9 ° z = P n c m d m F.I.P. =Found Iron Pipe .. p n LLLLL LL�1 Aa LLLL i I of Miami-Dade County Florida. `m" � E T o F.N. =Found Nail cr) F LLLLL LLCLL`LLLL J o w o U a MP. =Light Pole O � 6 M LLLLL LLL LLLLLLL °v w c a € =Measured m �' ONE STORY 12.70' LLLLLLL I 0 x m o'- aD Certified t0: E E o 0 0 „� n m m ° c M.F. =Metal Fence 060 I LLLLL 66 J fi'W.F. I 3 a ° m r m.E ° c o - RESIDENCE REMAINDER Joshua Wollowick ° o n£r E M.H. =Manhole # 1255 LOT-15 y °_ m Cc ° M =Monument Line d I !OT-14 I BLOCK-1 9 MON. =Monument rp• c•� '� �', v° m 1 FLOCK-1 I 22B .. m c N/A =Not Applicable' 0.05'CL 14.65' I g� J I �I Address: a Z - Q P-0 N/D =Nail 8 Disc NTS =Not to Scale 10.03' 15.55', M I iv as I �. I 1255 N.E. 99th Street,Miami Shores,FL 33138 L - o/s =offset 11.35' N I I y m M O.U.L.=Overhead Utility Lines U)O: = o o m OH =Overhang 0.4 Elevations shown refers to N.G.V.D. 1929. in in I POOL f CL O 00 I ° ' m ° P =Plat o ,� o BM#B-400 Miami-Dade w W PB =Plat Book N 1'�Q N Z ; StaAB,' 16.10G CJ F- CONC. ' 10.50' 47.36' I 4 Elevation=8.28 ft(N.G.V.D.) ° -6 o PC =Point of Curvature GQ J 1 I I L c U P.C.C.=Point of CurvatureCompound x � r ALL S J WALL I 4.s �� I I W y 3 G ° PCP =Permanent Control Point 9.96' 23.50' a " 0, m o PG =Page / I . / 8.50'CL I I v ° 0 3 P.I. =Point of Intersection no E p =Property Line -,-f •— I I I y NOTES. a T PL =Planter N Ifi'W.F. North side of the Subject Property Wire fence falls w a E a P.O.B.=Point of Beginning 3' WING to _JSTEPS 00 O.U,L� C into the S feet Utility Easement a1110 OR `o _ P.O.C.=Point of Commencement WALL N DRIVEWAY 3ASPHALT � '�' 111E WEST I I -North side of the Subject Property Neighbor's Wire N o P.P. =Power Pole M �', E o a P.R.M.=Permanent'Reference Q1 O I~-37.50 FEET I 1 I I f g l Property a d m m ° Monument fence Encroaching into the Subject Pro er T. m r = (n'p) �9. I I -No visible Encroachments in this Lot 4) 0 z ° n m m .� P.R.0s;oRc/nt of Reverse p�•h� LOT LINE `� g�O' j ILI r - 01 9-Fi`t • " w cw.c ° • u ture ••9969 ■ m Z °�o •m PT oint of Tangency \\ o r i I.Z C 18.50' I I L , ..v R/R .9 -*2•aitoad ••••• ) _ h3 da Ace E PSM Professional Sy••v •ey•o•r2fi3.86 (P)112.50'(P) (P.1. _ . 'mM2pper F.I.P. 3/4"0_/ L 263.90' (M) �c 4�F.I.P. 1/2"0 m RAN• Rig N- f-Way • 19' PA F.I.P. 1/2"0 BLOCK r T 2 E �}«1'E swl<;=�idouralk •• • RKWAY q� o ASP-HALT. o CORNER ° y W ° t msec. -S�gtipn ;••• v d o-a v.�63 (TYP)r Typi aP •••• •_ 0o RETURN oo ; »� ° T "rtgent of M r7 _, —K '. 6�„ . _•.. — — �h �.. `�+ �JCm °i U/.E. 6UtilRy Easement REVISIONS: W.F. WoodrFence 6090419 m E0m0 EW.M6o° 3 �t�reter •06�` 99990 sO cooW.V. Water V.Ive6 Do •eV C .2m 0 0' _ avm ° DenotA66pot 0D a °p to m Elevations TakenQ - " r ASPHALT PAVEMENT Z m a 'ass ME. 99th STREET TOPOGRAPHIC SURVEY. I HEREBY CERTIFY'that this survey rvey meets the Alvarez, Ai uesvIves and Associates, Inc. standards of practice as set forth by the Surveyors, Mappers and Land Planners FLORIDA BOARZPSIo SURVEYORS AND MAPPERS 7 FI a Administrative 5701 S.W. 107th Avenue#204, Miami, FL 33173 FLOOD ZONE COMM.No. PANEL No. SUFFIX: Not valid unless Code,pursuanFlorida Statutes. Phone 305.385.0385 Fax 305.385.0623 it bears the AE 120652 0306 L signature and the -----� L.B. No. 6867/ E-mail: fastsurvey@aol.com original raised seal REN AI S 07/11/16 F.I.R.M.DATE F.I.R.M.ANDEX BASE ELEV. of Florida licensed Field Date Scale: Drawn by: Drwg. No. N/A reference N/A Surveyor PROF SSIONAL SURVEYOR AND -Bearing, if any, shown based-on (reference) - 09111/09 09/11/09 +a FT N.G.V.D• Yor and _ - - 1- - 1"=20' -R.S. - 16-22317 Mapper. MAPPER No.4327. State of Florida. r r r. JAN 2 2017 • Proposal Date: 4/11/16 DEVELOPMENT �coNsrRucnoN co. Vendor: Strong Development&Construction Co. Client: PO Box 565808 Josh Wollowick Miami, FL 33256 1255 NE 99 ST Lic.# EC13005060 Miami Shores, FL 33138 Phone: (305) 321-1586 Fax: (305) 596-4975 QTY ITEM# DESCRIPTION JNIT PRICE TOTAL 1 Demolition by others $ - 1 Structural: Removal of existing roof to be replaced with new $, 19,500.00 trusses and plywood sheating. Install hurricane straps. Waterproof and install new flat concrete tiles. ${ 18,750.00 Fill, compact, fumigate and pour slab to match $ 20,500.00 exisiting elevation. Window openings, tie beams, tie downs, columns, footings. Stucco smooth finish $ 14,000.00 1 Windows $' 28,500.00 1 Framing and drywall, metal channel (Level 4) $ 23,500.00 1 Mechanical $ 16,516.00 1 Electrical $ 22,000.00 1 Plumbing $ 16,850.00 1 Insulation $ 6,000.00 1 Kitchen cabinets, bathroom vanities, countertops $ 35,000.00 1 Wood floors $ 6,000.00 1 Finish Carpentry,doors and baseboards $ 4,250.00 1 Bathroom glass enclosures $ 2,000.00 1 Tile B $ 2,044.00 C $ 250.00 E $ 1,296.00 F $ 3,435.00 G $I •...3 .00 •.... H •• $ . 3,170.00 • Supervision •••;•• $,:22,•000.00 •••;• Overhead and Contractor Fee $ 441000.00 • .*so . • "Client is responsible for all permitting related •••••• • expenses including plans submittal and fees. .••••• •••• SLI.B.TiOTA $ 30$,936.00 TA • TQTA�• ...... so* . •••• Proposal AAnn Date: 4/11/16 DEVELOPMENT 0 20171 &CO Slimuunnm CO. 7JA2 - Vendor: Strong Development&Construction Co. Client: PO Box 565808 Josh Wollowick Miami, FL 33256 1255 NE 99 ST Lic.#EC13005060 Miami Shores, FL 33138 Phone: (305) 321-1586 Fax: (305) 596-4975 _ QTY ITEM# DESCRIPTION NIT PRICE TOTAL 1 Demolition by others $ - 1 Structural: Removal of existing roof to be replaced with new $ 19,500.00 trusses and plywood sheating. Install hurricane straps. Waterproof and install new flat concrete tiles. $ 18,750.00 Fill, compact, fumigate and pour slab to match $ 20,500.00" exisiting elevation. Window openings, tid beams, tie downs, columns,footings. Stucco smooth finish $ 14,000.00 1 Windows $ 28,500.00 1 Framing and drywall, metal channel (Level 4) $ 23,500.00 1 Mechanical $ 16,516.00 3 1 Electrical $ 22,000.00 1 Plumbing $ 16,850.00 1 Insulation $1 6,000.00 R 1 Kitchen cabinets, bathroom vanities, countertops $ 35,000.00 1 Wood floors $ 6,000.00 1 Finish Carpentry, doors and baseboards $ 4,250.00 1 Bathroom glass enclosures $ 2,000.00 1 Tile B $ 2,044.00 C $ 250.00 E $ 1,296.00 F . $r••x,485.00 ..... G •..• $'. 375.00 • H ...... $. '3,1 0.00 ..... Supervision •••:9• $ 22,000.00 • Overhead and Contractor Fee •00000 $;•14,flp0.00 • G *Client is responsible for all permitting related ••• •' • expenses including plans submittal and fees. . .. ••• ••• • SMIUTA $.309,836.00 . ..�. TAX •••••• TOPT•AL ••• ••••� E 4 .. n ` January 11th, 2016 } Miami Shores Village RE: Building Department Project address: 1255 NE 99 STREET, MIAMI SHORES, FLORIDA 33138 Permit Number# 16-852 BUILDING CRITIQUE RESPONSE: 41:Provide detail,itemized job cost estimate. Including labor, material, overhead and profit. + Response: Provided by contractor #2: Provide a survey and'certificate of elevation signed and sealed by a Florida license surveyor Response: Provided by owner /#3 Provide dimensions for all rooms and hallways as required under section 8-10 of the Miami Dade county code and section 107.2 of the 2014 Florida Building Code k Response:. Please refer to sheet A-5: Proposed floor plan. It has dimensions for all areas. l#4: Provide Fixture Clearance:R307.1 Space required. Fixtures shall be spaced in accordance with figure R307.1 and in accordance with the requirements of Section P2705.1 'Response: # Added dimensions to fixtures to show compliance with this code section. In addition added typical detail and code referral. Please refer to sheet A-5: Proposed floor plan A #5: Clearly identify the required means of egress •: ...... Response' •• • •••i• '• All egress windows and doors are clearly identified. Please refer to sheet A-1:WindgiyjA*9N*d doo* c •••'•' schedule 0.00 •• • .... - . 0000 #6: Health department approval 0 0 6 0 0 0 0000• .. .. •00• •6.6.0 .. Response: By Contractor 0 • 0 •- '• 0000•• •0.060• • • 4 •6666• #7: Provide connection detail for'the fake garage doors to the structure •6 • •••1 • •. Response: •• F Fake door is treated as cladding and overlay replicate door. Added dimensions con ion detail. Please' refer to sheet A-6 ` 9 1toZ,0 Ndr i Do notry hesitate to contact me if you have any further questions- Percy Malpartida, P.E. Florida PE#77935 t 561-236-9970 r f { x' � z OMB No. 1660-0008 it ELEVATION CERTIFICATE Expiration Date: November 30,"208 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY LSY, Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E.99th STREET City State ZIP Code Company NAIC Number MIAMI SHORES = 4 Florida 33138 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑,Construction Drawings' ❑ Building Under Construction' ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE), VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: # B 400 (MIAMI-DADE) Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a)through h)below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 6. 7 feet ❑ meters b) Top of the next higher floor 9 55 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. feet ❑meters d) Attached garage(top of slab) 7. 23 2] feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building NSA. Z feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6 7 0 feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6 9 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify thatj4e jnformation on this Certificate represents my best efforts to interpret the data available. I understand that any false • statement mar be'punishable by fine or imprisonment under 18 U.S. Code, Section 1001. • •.Were latitude and.longitude ia-ection A provided by a licensed land surveyor? Z Yes ❑No ❑Check here if attachments. 0000.. erifier's Na T e ••;••• License Number •-RENE AIGL�E S QYES .... 4327 •.Tina 00 0 0000 .alSFiOFFES0 • OhIALLAND§t1VWOR j ompany Name ce .•ALVAREZ AldUESVIVES•P*ND jSSOCIATES 00000 0 0 0 Address w w . 0 • P++ r ere A4 0 YJ•/bS SW 107 \4&NUE A04••• ref` 0 0 City State ZIP Cod AMI Florida 33173 ' Sign 95WY - Date Telephone 07/08/2016 (305)385-0385 /Copy is ion Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(in clu ng pe of equipment and location, per C2(e), if applicable) I• LATITUDE/LONGITUDE OBTAINED USING A GPS MAGELLAN MAESTRO 4210 BENCHMARK USED: B 400(MIAMI-DADE), ELEVATION =8.28 FT(N.G.V.D.) CROWN OF ROAD ELEVATION =6.05 FT(N.G.V.D.) C.2a) REFERS TO CRAWLSPACE ELEVATION 16-22317 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 U. DEPARTMENT OF HOMELAND SECURITY FSerdl Emergency Management Agency OMB No. 1660-0008 9 Y 9 9 Y Expiration Date: November 30,2018 N �'onal Flood Insurance Program ELEVATION CERT�CAT_GT9?: _E Important: Follow the instructions ge !! Copy all pages of this Elevation Certificate and all attachments for(1)community official,( ' r4;nftjPent/coTpany,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOSHUA WOLLOWICK A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route an Company NAIC Number: Box No. 1255 N.E. 99th STREET City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) LOT. 13 AND THE WEST ONE HALF OF LOT 14, BLK 1, EARLETON SHORES, PB.43, PG. 80 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.25°52'00.34"N Long.80°10'21.22"W Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,837 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 934 sq in d) Engineered flood openings? ❑Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft .... I . . .... .... . b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent gratia• : 0 . • ' ..••.. . •.. c) Total net area of flood openings in A9.b 0 sq in . •• • • • 0 d) Engineered flood openings? ❑Yes ❑x No •�. :•. •. • .•.• . .• ..... SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION•• •....• ...•. B1. NFIP Community Name&Community Number B2. County Name B3. StAte • VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE • Floiida.% B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) •69. Base Floo Elavation(s) Number Date Effective/ (Zone AO, us8Base Revised Date Flood Depth) 12086C 0306 L 09/11/2009 09/11/2009 AE +8 FT N.G.V.D. B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA ! I FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 t � BUILDING PHOTOGRAPHS OMB No. 1660-0008 E&VATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 I ORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E. 99th STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. F s OMwI'. A L .L - �• {1NlYV_`d Photo One • • Photo One Caption FRONT VIEW •••• • • nl� t' k ata 1� 0 • ••°» • •••• • s I �s I fir. '� � ..!`i�` F�a`��• • • • "" kl i r 5'i • • • Ilya;= � t� -�' :� • ♦• ••r• y f'I fit. i ,', >' • • •••• • _ •'. yt i - =' Gee, • • • 46 i Photo Two Photo Two Caption REAR VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 F-1EVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 I ORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1255 N.E. 99th STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. O,r i Photo One r • Photo One Caption SIDE VIEW •••• • • • • • ••••% 00 0 • • • •••• • JV rV71 e a M � IIR i k A Photo Two Photo Two Caption SIDE VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 W LEGEND LOT-6 y o X m A =Arc LOT-5 LOT-4 8 c° gMPH=Bench=AsphaMarkBLOCK-1 BLOCK-1 BLOCK-1 U m L o E a BRG =Bearing z I m o �° CATV=Cable TV P I J J y 2�,� H � CB =Catch basin U U O U - 5'U•E! —89'��6''. . . 5'ULL-.1 rn 6 } I 1oU} - — - m yoc°O,my°m 3' t>xc CBS =Concrete r ete Bl ock S tructureM WF.LP. 1/2"0 _ °2 CH =Chord4'WIRE o F.I.R. 1/2"0 Chatta:ChattahoocheeM / I � o FENCEco P. c CF =Center Line 1250' Q j 2017 CLF =Chain Link Fence5'U•E E CL. =Clear E• 4'WIRE FENCE 10.80'CL 5'U.ET « o CONC.=Concrete E ' + Cn Delta 0.25L A PORTON N T Ea- - S a 1 I = ' � =Diameter LOT-110'C.B.SOF LOT-14 Ew - ' o o DH =Drill HoleWALL BLOCK-1 �BLOCK o o CDME =Drainage&Maintenance �p Easement 29.30' I � 9.46' �O.U.L I (n,P) This property described as: _ W m E.B. =Elect c Box ca r7 _----__ _----- ul I Ir LOT LINE Lot 13 and the West one half(1/2)of lot 14 y ° m- Enc. =Encroachment 30.90' ----=PORCH== Im I ° o E o 0 o F.F. =Finish Floor 4'WIRE --- Block 1 EARLETON SHORES according to the N ° �y o F.H. =Fire Hydrant LL LLLLLLLLLLL 8.34'CL I ' g E = _ LOT-12 FENCE O g LLLLL LLLLLLLLLLLLLLL Plat thereof as recorded in Plat Book 43 Pae 80 ' ° m o 5 c v E a F.I.R. =Found Iron Rebar O ~ POND t I I �LLLL LLLLL J I ' g ' o o E o m > j m FPL =Florida Power&Light BLOCK-1 y�jOQ I: g BRICK_ LLLLL`4J� 'nLLLLL I of the Public Records a 2 `o'm o g `�%O -L-LLL L LLILLLLLLLL , I o c ° o d a ° me F.I.P. =Found Iron Pipe a -L-LLL LP�V A�� LLLL of Miami-Dade County Florida. �' `m"o o E m c F.N. =Found Nail pOi F� LLLLLL' LLLLLZLLL J I `� m a �^ r LLLLLLLL LLLLLLLLLL o 0 �°`o d u E� m E MP -Light Pole O LLLLLLLL J I m ._ •c 0 ^6 M 12.70' LLLLLLL d ? Wog n° =Measured ap ONE STORY Certified to: t °o ; „ o M.F. =Metal Fence pp O LLLLL 6'W.F. r t °'E a. > d o c M.H. =Manhole 'RESIDENCE REMAINDER I LOT-15 Joshua Wollowick ° ~ n N m v E~ m m L o =Monument Line # 1255 I a _OT-14 I BLOCK-1 ` d= m _ - " 6 I V� BLOCK-1 I 'm c ° MON. =Monument 0.05'CL J o o ° U o v N/A =Not Applicable L m m 0 t y'9 N/D =Nail&Disc ¢z0Prn¢_ A 14.65' I ¢�< I Address: NTS =Not to Scale 10.03' 77 / 15.55' M I I 1255 N.E. 99th Street,Miami Shores,FL 33138 - O/S =Offset 05, =_ _ 1.35' j 0 I ry ( s O.U.L.=Overhead Utility Lines J O c o o m OH =Overhang a; 0.4 � Elevations shown refers to N.G.V.D. 1929. 3 ir7 a I POOL rCL I o°o I ° m> ° P =Plat o BM#B-400 Miami-Dade PB =Plat Book nj H CONC: I `o.i" a° m PC =Point of Curvature N rQP a z staAB, 16.10' 10.50' 47.36' I Elevation=8.28 ft(N.G.V.D.), GQ J I I w o`o m P.C.C. Point of Compound c m v Curvature d 4' C•B•S WALL I 1 , I' I W H .3Eo., o PCP =Permanent Control Point 9.96' 23.50' WALL I S_ I I E `o PG =Page 8.50'CL v °m o LU 1° m P.I. =Point of Intersection NOTES: r a o f p =Property Line x I6'W.F. O -North side o the Subject Property Wire ence ails a H a` ° PL =Planter 3' WING co ,, $TEpS oo 0 JI I I t into the S feet Utility Easement ty f f = W n€ P'O'B'=Point of Beginning c ASPHALT- 00 r O.U. n o w P.O.0�Pofifc�gCommencement WALL `14 DRIVEWAY "� I THE WEST I I -North side of the Subject Property Neighbor's Wire H P.P. i:b%warPole e•••. s I I I M f • J ° E 0`p •a• P.R.Nl=Permanent Reference • 1 _ C' -37.50 FEET fence Encroachinginto the Subject Propertyw 1 M o C• c• } 0 � `o ° °) m« m o ••ygn�jraent • Op C! h� I (n'P) �9u' I 2L P.R.01=Point of Reverse*9 e e• ■ -No visible Encroachments in this Lot a y a a•• • h Ir LOT LINE 1 h�j/ tu re m o o •� PT =Po of Tangen:y••• f ••fi• Q i S W E S.••J-6 R •*Radihs • 18.50' I I / U c o�a� R/R i=IT.VroAd 00600 J o3 x = q—= ` - PSM =Professional Surveysr 112.50'(P) 263.86' (P) (P I ) F.I.P. 3/4"0 J 112.59'(M 263.90' (M) F.I.P. 1/2"0 9`y �' �d '• 00000•••• c $ o m RANRiyttFof-Way •e e e• 19' PARKWAY F.I.P. 1/2"0 BLOCK E ° ° S 45"2$ SWK =Sidewalk •• CORNER_ _ c > Sec.•=Sectjpn_ •r•• .. .O '.,ASPHALT. O o RETURN M ro7 `o q O o m (TYP;r•-&yV isai iE ; Tangent 00000 iu c ode U.E.028tlifasemen} REVISIONS: =W•o91encemW.F.2 c q o= o o E W.M. =Water Meter U C Q U C C O O �O o m v r W.V. =Water Valve Cr 'O O o m o� - o, =Denotes Spot r — a Z2_AS' .. — ( a c �•cv j c°t� Elevations Taken O .PHALT PAVEMENT z !- N.E. -99th STREET i^ F TOPOGRAPHIC SURVEY. I HEREBY CERTIFY:that this survey meets the Alvarez, Aiguesvives and Associates, lnc. standards of practice as set forth by the Surveyors, Mappers and Land Planners I FLORIDA BOARD OF P ?Fla SURVEYORS 5701 S.W. 107th Avenue#204, Miami, FL 33173 Not valid unless AND MAPPERS i chap J-1Administrative FLOOD ZONE COMM.No. PANEL No. SUFFIX: it bears the Code,pursuant to ction 47rida Statutes. Phone 305.385.0385 Fax 305.385.0623 AE 120652 0?06 L signature and the L.B. No. 6867/ E-mail: fastsurvey@aol.com '. original raised seal REN AIS 07/11/16 F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. of Florida licensed Field Date Scale: Drawn by: Drwg. No. N/A reference N/A PROF SSIONAL SURVEYOR AND Bearing, if any, shown based on .09/11/09 09/11/09 +8 FT N.G.v.D. Surveyor and 07/08/16 1"=20' R.S. 1.6-22317 _ Mapper. MAPPER No.4327. State of Florida. ,DE C DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM Miami,April 10, 2017 Mr. Frank Fuentes STRONG DEVELOPMENT & CONSTRUCTION P. O. Box 565808 Miami, FL 33256 Re: Renovation @ 1255 Northeast 991h Street Miami Shores, FL Dear Mr. Fuentes: I Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on April 10, 2017 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done,prior to construction to'verify subsoil conditions. Underlying soils below test levels must be verified to prevent future. settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- , compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in`the near future. t Sincerely yours, AM Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 =� ~r Special Inspector No. 757 f pTFOA- , Certificate of Authorization No.: CA 5491 ' ENGIN�� 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC C DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: April 10, 2017 CLIENT: STRONG DEVELOPMENT& CONSTRUCTION PROJECT: Proposed Renovation n, ADDRESS: 1255 Northeast 990' Street, Miami Shores, FL CONTRACTOR: Strong Development& Construction MATERIAL DESCRIPTION: White limerock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 4.5 126.1 6.4 129.5 8.9 131.9 134 12.4 130.6 D R 132 Y D 130 E Optimum Moisture 10.1 Percent N 100%Makimum Dry Density 132.7 lbs./cu.R. 128 S i %Passing'/,"Sieve 76.4 Percent I I 126 T[A ' Y { Sampled By:JA 124 Tested By:JA Checked By:WN 4 6 8 10 12 14 Respectively submitted, As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization ;y for use, ublication of statements,conclusions or extracts from or regarding �� ^"" re P g g 1i�j a ani,P.E. our reports is reserved pending our written approval. w i�D tNGINEERING CORP. Fl-V R`ir1. o;39584 ' Certito b dthorization No.:CA 5491 •� , O�q`EN G1N�� / 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:IbiFOGVNATECHENGINEERING.Com EC . DEC W W WZYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 10, 2017 CLIENT: STRONG DEVELOPMENT& CONSTRUCTION PROJECT: Proposed Renovation (a, ADDRESS: 1255 Northeast 99th Street, Miami Shores, FL •CONTRACTOR: Strong Development& Construction Test No. 1 Location: Center of garage pad, 1St lift Test No. 2 Location: Southwest section of residence, 1St lift Test No. 3 Location: Northwest section of residence, 1St lift Test No. 4 Location: Northeast section of residence, 1St lift Test No. 5 Location: Southeast section of residence, 1St lift Description of Material: White limerock TEST NO. 1 2 3 4 5 DEPTH 8" 12" 12" 12" 12" FIELD DENSITY 131.4 131.0 130.3 130.1 131.5 MOISTURE CONTENT% 7.4 6.9 7.1 6.71 6.8 MAX. DENSITY IN THE FIELD % 99.0 98.7 98.2 98.0 99.1 COMPACTION REQUIREMENTS 98% 98% 98% 98% 98% % OF MAXIMUM 100%MAXIMUM DENSITY (LAB) 132.7 132.7 132.7 132.7 132.7 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS * Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Tested B JA / Checked By: WN _--r—C &L a p'y �.� IJissam Naamani,P.E. ;a $ 6NATECH ENGINEERING CORP. ,n : M r asprida Reg.No.39584 < 1- M--1 rtificate of Authorization No.:CA 5491 N f�,t, *A density test determines the degree of compaction of the tested layer of matyr h no way shall density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to construction to verifj�,su ' eons. A9' r)futual protection to the clients,the public and ourselves, all reports are submitted as the confidential property of clients, and authorizatioKl+ r blit Gio'�t neni conclusions or extracts from or regarding our reports is reserved pending on our written approval. 1'11 �. 1 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM I EC 'M'f'CA ww.yh�nylnNriny.eom 99 NW 271'Ave Miami,FL 33125 Phone(305)969-YHCE Fax(305)969-9453 Youssef Hachem Consulting Engineering THRESHOLD / SPECIAL / QUALITY CONTROL INSPECTION REPORT Project: ! 2 1`l �1 y S'� Project No. Date: Contractor: Permit No. Project Location: Discipline: THRESHOLD SPECIA QUALITY CONTROL(circle one) Inspectfb ,Type: ❑ Initial ❑Partial In-Progress ❑ Follow-Up ❑ rvices Reinforcing steel,grade and formwork for the SOG with Monitored concrete placement,mix design andha ' I a monolithic footing consolidation Reinforcing steel placement and formwork for spread Installation of long span prefabricated roof trusses footing,grade beam or pilecap Thickness,vapor barrier,reinforcing steel placement and Installation of wood-based,structural panel(Sheathing) formwork for slab on grade Clean-outs and reinforcing steel placement for masonry Elevated floor truss/joist framing,bracing and attachment bearing walls,tie column(s)(if applicable)and elevated tie beam(s). Monitored concrete placement of fill cells,be column(s),(if Permanent and engineered truss bracing system and uplift applicable)and elevated tie beam(s). connectors. Follow-up observations of grout placement for masonry Structural steel framing,bolted and welded connections. bearing walls. Reinforcing steel placement,formwork for concrete vertical Attachment and side lap fasteners installation for structural steel members,columns/walls,lap splice,grade,ties,hair pins deck. arrangement and spacing. Reinforcing steel placement for concrete beam,size,grade,lap Wall framing installation,attachment,bracing,backing splice length and location,stirrups arrangement and spacing. a Reinforcing steel placement for elevated conventional concrete Installation of exterior window/door substrate members(buds sill {slab. header,iambs) Reinforcing steel placement,post-tension tendon layout, Attachment of exterior window/door framing,mullion,transom, -profile 'and associated mild re-steel for post-tensioned concrete glazing. k S�; ";slab. Shoring and re-shoring Other(write additional description in area below) Disposition of inspection: - p, i Items observed are in general compliance with plans and specifications - 'r ❑ Items noted are NOT in compliance with plans and specifications and require follow-up inspection. Additional Information on Member/Area Inspected: N� �C Vi 1 vAp_-I (2�1ia-11-- Exterminators, 4035 S.W. 98 Avenue, Miami Florida 33165 - ��\ P.O. Box 650213/Miami Florida 33165-0213 N2 14" 895 \\, Tel. (305)552-014111-800 782-9284 FAX(305) 227-1797 WEB PAGE: www.al-flex.com / E-Mail: al-flex@bellsouth.net Partial Treatment Notice Project Name: 4?4V5 z Pr�� t91 Property Address: !Z's Lot Block Model: rytis`%�8"` S FL Service order by: S !.COAI !� D Permit#: Date: /ZTime: c�` O Applicator: �+N�� Product Used: d 9'`"C'V`s° Z Chemical Used:_$__ (active ingredient) Number of Gallons applied : / 8 Percent Concentration: a ` Area Treated : /6-0 d Tamp: Linear feet Treated �V_o Stage of Treatment: Horizontal/Interior Vertical <fS 14 3 t This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract,AI-Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made This form is for inspection or construction draw purposes only. The perimeter of the above structure:must be treated at final grade accordance with pesticide'label and Florida Statue.Warranty and treatment certification will be issued uponcomr letion of final treatment. ��'••: OO `• This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing: NOTICE TO BUILDER: It is the responsibility of the builder to notify AL-Flex Exterminators should treatment be required for patios, driveways and entryways.Al-Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued,and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY 71316 1 ,SN . y� Miami Shores Village E Building Department 10050 NE 2nd Ave. 0. p Miami Shores, FL 33138 305-795-2204/ Fax 305-756-8972 Cap y NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. + I(We)have been retained by to perform special inspector services under the Flo'r' Building Code 5th Edition(2014)and Miami Dadety Administrative Code at the IZ6rN� "^ project on the below listed structure as of 5;/V/0 (date). I am a registered arch itect/professio n al engineer licensed in the State of Florida. Process Number: P-1G f . . .... ...... ✓Special Inspector for Reinforced Masonry,Section 2122.4 of the FBC 5th Edition(2014) •••• ... .' ...... .. . ...... _Miami Dade County Administrative Code,Article If Section 8.22 Special Inspector for • —Trusses>35 ft. long or 6 ft.high •••• • .... . ..... _Steel Framing and Connections welded or bolted • ...... . . ..... lL Soil Compaction "'••• Precast Attachments • . . ..••:. —Roofing Applications,Lt.Weight. Insul.Conc. ••• :••..: —Other •• • Note: Only the marked boxes apply. The following individual(s)employed by this firm or me is authorized representative to perform inspection* 1. 2. 3. 4. + *Special inspectors,utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect:graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I(we)will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection sen•ices. I(we),understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections,as required by the Florida Building Code,must be performed by the Miami Shores Building Department.Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspe t' erformed by the department. Further,upon completion of work under each Building Pertr�it,t'i kso the Building Inspector at the time of the final inspection the completed. inspectionor a + i?8ptement indicating that,to the best of my knowledge,belief and professi al se rtioi( of the project outlined above meet the intent of the Florida Building Code and abwwto s bstaantial acdar*no with the approval plans. No.36145 Engineer/Architect Name Lk-13j'-' � -� '1• ' Sig ed;aiQ P int Date: 1. Address %��S •..°R\• f=L 331 sl S/ONAL /��llll►l��\ 1 i i MIAMI•DADE ® PRODUCT COUNTY CT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.11ov/economy ES Windows,LLC 3550 N.W.49 Sheet Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control i Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 vtith the Florift.Bunding...... Code, including the High Velocity Hurricane Zone. . ... .' DESCRIPTION: Series "8000" Aluminum Window Wall System-L.M.I. ...... APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alum. .Wjudow Null System (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 12 of 12, dated 08/03/07, with.Fevisior;t`VP 1dated .•••• 12/01/14,prepared by AI-Farood Corporation, signed and sealed by Javad Ahmad,PrF�!4Taring�theMami- ••:•• Dade County Product Control Revision stamp with the Notice of Acceptance numbeear"Expiratlbb date by ****:* the Miami-Dade County Product Control Section. '. . . . . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactiMfees' name"ar'.logo, ' BARRANQUILLA, COLOMBIA S.A., 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 No. 13-0115.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0727.05 MIAMI•DADE COUNTY Expiration Date: April 03,2018 Approval Date: August 06,2015 7301�� Pagel 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0204.06) 2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 12 of 12, dated 08/03/07, with revision "C" i dated 12/01/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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) Drop Load Test,per CPSC 16 CFR 1201 Category II(G.32)•• along with marked-up drawings and installation diagram of•an ajuminutp.Y&dow...... wall system, prepared by Fenestration Testing Laboratory, Ync', Fest Report No. •• FTL--5447, dated 12/19/07,signed and sealed by Michael R. Wcnnt,•P. E. •• ••••'• (Submitted under NOA No. 08-0204.06) .... . ..... C. CALCULATIONS ' ...... . . ..... 1. Anchor verification calculations and structural analysis, complying wi&419t 5th.... • Edition (2014), dated 07/27/15, prepared by Al-Farooq Cd 'or'dtion, signed and sealed by Javad Ahmad,P.E. • •0•• 2. Glazing complies with ASTM E130.0-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. Manuel Perez, Product Control Exa i r NOA No. 15-0727.05 Expiration Date: April 03,2018 Approval Date: August 06,2015 E-1 i ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no i financial interest, dated 02/27/15, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC,Miami,Florida, U.S.A., dated 10/20/10,signed by Carla Garcia Torrente and by Andres Chamorro, respectively. (Submitted tinder previous NOA No. 12-0308.36) 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 04/09/09 signed by Jose Nunez. (Submitted under previous NOA No. 12-0308.36) 4. Laboratory compliance letter for Test Report No. FT1-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) G. OTHERS •••• •��••• 1. Notice of Acceptance No. 13-0115.06, issued to ES Windows,1«Lr.,«for trier "Series•••• • 8000 Alumimun Window Wall System -L.M.I.", approved orr 8404/13 and expiring;, «; on 04/03/18. •••' • ' .... . ..... ...... . . ..... . . . . ...... ••«««« Manuel Perez, Product Control Exa in NOA No. 15-0727.05 Expiration Date: April 03,2018 Approval Date: August 06,2015 E--2 D.L. OPG. D.L. OPG. t, w D.L. OPG. D.L. OPG. D.L. OPG. WIDTH WIDTH l�. V SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE CHART SEE CHART 11M llf A I SHEET 2 SHEET 2 o _ _ - I N N q F x i I 70 w w TSu wx wx x vl x�n �D v. C a E T----------- o m �% 00 % t9 9 ° ,/ Ii------------ o w cy ° .� I 0 C � m O a w w /i I / aw34la 4d N I I / WO g oro a W o N o 3 01 o�o- oN = J a a O = J �/ i II / /� D.L. OPG. D.L. OPG. WIDTH WIDTH w --� SEE CHART SII SEE CHART SHEET 2 I SHEET 2 v I g m I rn I� \ SEE 'E.S.\WINDOWS' N 3 U L.M.I. DOOR\NOA 0 w 0 1�FOR DOOR RAkING w x rix o C II& DETAILS. \ rn Eli N o j O n -t, 0 ois o Zyi Jm - f' -�- -------- z 3 LL °° o 4" MAX. _ HEAO/SILL 4" MAX. \�l/ t1 MAX. MULLION SPACING\ 11 _-_ v CORNERS CORNERS 111 SEE SHEET 3 & 4 111 I ,IYi W M a 1 '-__DOOR MULLION ANCHORS � ANCHORS TYPE A. B, C OR D i ANCHORS TYPE A, B, C OR D I SEE SHEET 7 2, 3, 4 OR 5 AT EACH JAMB--' 2, 3, 4 OR 5 AT EACH S1DE OF MULLION--' SEE SHEETS 5 & 5.1 SEE SHEETS 5 & 5.1 TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE o VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS @ p SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. o 8 R SERIES 8000 ALUMINUM WINDOW WALL SYSTEM PRODUCTRBVISED SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. 3 os complying Mth the Florida H THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT Building Codc SHUTTERS ARE NOT REQUIRED. AcceptatcoNo 'DTZ ,05 m G imTlon I CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: �— ••• •• •_ U01 iHAt FQLLtjEYS. Mleml ado Product Comrat PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. o o$ o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• •ETE i DfTEQMINP DESIGN VAND LOAD REQUIREMENT BASED m HURRICANE ZONE (HVHZ). • • • • ON WIND VELOCITY, BL•G. HEIGHT,WIND ZONE LAMINATED GLASS •• ••• •• USIMG APPLICABLESWRCE 7 STANDARD. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD ---- ^ ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CAPACITY OF DESIRED G1A55 SIZE. Enyr:aAYAD AHMAD CML EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.* ••• STe ONYCM MULLION•CAPACITV FOR A GIVEN SPACING AND FLA.PE d 70592 - • • • • HEI$HT USINGCFL*TS bN SHEETS 3 AND 4 C.A. 3538 - a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • THIS CAPACITY SHOULD•EXIED THE DESIGN LOAD. _ NOT PART OF THIS APPROVAL. •• • •g7�p•� • • •• • LTD o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY•• • �Y'•i USd10 CHARTS ON•SHL!TSS&5.1 SELECT ANCHOR OPTION p r� LJUJ WITS DESIGN Akfirt MID THAN DESIGN LOAD SPECIFIED L 2 I ZQj MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP 1 ABOVE, drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THE D SIN LLL PLY TOWEST VALUE RESULTING FROM STEPS 2, 3 ( W07-60 REQUIREMENTS OF THE FLORIDA BLDG. CODE. ••• • STEP i TL ? ENTIRE SYSTEM. sheet T of 12 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • GLASS LOAD CAPACITY - PSF D.L.O. WIDTH_ O.L 0. WIDTH 4% p NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' o D.L.O. WIDTH D.L.O.HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) I ' j Z W 28" 80.0 130.0 32" 80.0 130.0 1 I 2 p F w 8 36" 80.0 130.0 40" / OJO 130.0 J 8A lin 0 44-1/4" 84-1/2" 0.0 130.0 d 48" 0.0 130.0 52" 80.0 130.0 J = 0 m 56-1/4" 80.0 130.0 _ ALTERNATE BUTTON BUMPER 8A d z p! ° 28" 80.0 130.0 �! p a 6 0 IN LIEU OF VINYL SPACER® D 32" 80.0 130.0 J °7 COC 36" 80.0 130.0 Q�3� a 40" 90-1/2" 80.0 130.0 - -- ----- LL 2 ° 44-1/4" 0.0 130.0--- SILICONE 48" 80.0 130.0 DOW CORNING 982 SIUCONE Q 2 DOW CORNING 795 DOW CORNING 795 52" 80.0 130.0 28" 0.0 130.0 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'O GLASS 32' 80.0 130.0 '^ 36" 80.0 730.0 090" Interlayer 090" Interloyer Kuroray Butocite PVB --Kuraroy SenlryGlos 40" 96-1/2" 80.0 130.0 By 'Kuraroy America, Inc.' By'Kuroroy America, Inc.' 44-11/4- N 0 48 0.0 130.0 1/4" HEAT STREN'D GLASS w 1/4" HEAT STREN'0 GLASS 3•U � 52" 80.0127.2 z_ m z m a J L jj 28" 80.0130.0 e N N N 32' 80.0 130.0 !1 I�'� 7 \ li 7 3 N 36" 102-1 2" 80.0 130.0 f° �I i '�� Ij ¢ 0 M 40" / 80.0 130.0 li�i lil �i�ilk o Z 3-j 44-1/4" 80.0 130.0 it li n it g 3 Z L o 48" 80.0 128.9 8 I 8 1 w In o Q 28" 80.0 730.0 LJ r,U-)j 32" 80.0 130.0 10 8 10 8 O 38" 108-1/2" 0.0 130.0 - 40" 80.0 130.0 GLASS TYPE 'A' GLASS TYPE 'B' 44-1/4" 0.0 130.0 B 28' 80.0 130.0 S a 32' 80.0 130.0 GLAZING OPTIONS `q 38" 114-1/2" 80.0 130.0 o Q 40" 80.0 130.0 6 C. w N•� d rl 44-1/4' 1 10.0 1 130.0 •• •• NOTE: •GLASS CAPACITIES ON THIS SHEET ARE • •• •••• • :0: •: ••••• GLASS BASED ON ASTM E1300-09 (3 SEC. GUSTS). • c_ S o -- •• - o I Engr:JAVAD AHMAO CML I • ••• • 000 • • - FLA.PE�70592 • • • • • • • • • • CAN.3538 • • • • • • • • PRODUCT REVISED § a •• • • • • • •• • • es complying with the Florids - 5 • •• • •• • • • Building Code -O OG •• • ••• • ••• • B .✓ ; Acc7 ncoNo Z 1 JU 2015 drawing no. I n mc0••• • • • • ••• • • Miade Product Cm:t sheet Q of 1 Q • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY - PSF �V MULLIONS WITHOUT INTERMEDIATE HORIZONTALS rp JAMB'J2' UNANCHORED o JAMB'Jf' JAMB 'JI' JAMB'J3' JAMB 'J3' JAMB OPTIONS NOMINAL DIMS. MULL'MI' MULL'M2' MULL'M3' MULL'M4. MULL OPTIONS Z w EXT. (+) EXT. (+) EXT. (+) EXT.(+) 0 !Q N WIDTH(W) FRAME HEIGHT INT.(-) INT. (-) INT. (-) INT.(-) _ "F�! 30" 130.0 130.0 130.0 130.0 '� IL 6 76" 130.0 130.0 130.0 13o.0 9 M 42" 86-1/2" 130.0 130.0 130.0 130.0 JAMB'JI' JAMB 'J2' JAMB 'J3' 48" 130.0 130.0 _ 130.0 130.0 1�F- 54" 130.0 130.0 130.0 13D.0 Ix Ir4 Sx IN'3 Ix IN-4 Sx IN"3 Ix IN-4 Sx IN-3 ? r 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 d `'1 60" 130.0 170.0 130.0 130.0 �1 30" 130.0 130.0 __130.0 130.0 STEEL 2.7506 1.2225 Q1 0 M g 36" 130.0 130.0 130.0 130.0 1&ALUM TOTAL.h SR X 2.9 14.6276 O a N r�� 42" 90, 130.0 130.0 130.0 130.0 a p,+ 48" 130.0 130.0 130.0 130.0 LL 2 o 54" 121.7 130.0 130.0 130.0 1 til 60" 113.7 130.0 130.0 130.0 a W 30" 130.0 130.0 130.0 130.0 0 lq� 36" 130.0 130.0 130.0 130.0 42" 96" 119.9 130.0 130.0 130.0 48" 107.5 130.0 130.0 130.0 j 54" 98.4 130.0 127.9 130.0 1- 60" 91.5 130.0 118.4 130.0 MULLION'ML' MULLION'M2' MULLION'M3' MULLION 'M4' ^ N 30" 130.0 130.0 130.0 "00 = J 36" 126.4 130.0 130.0 130.0 ILS W Ix IN-4 Sx IN- Ix IN'4 Sx IN'3 Ix 1N"4 SIX IN'3 Ix IN'4 Sx IN"'3 aI 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.8757 3 V F- 42" 110.5 130.0 130.0 130.0 - rr W 98-1/2° STEEL 2.7506 1.2225 STEEL 3.7533 3.5717 o J L.J 48" 99.0 130.0 170.0 130.0 TOTAL TOTAL _ 14.6962 17.6047 z In la ALUM+la SIL%2.9 h KUY i h SR%2.8 (n(n N 54" 90.5 130.0 120.8 130.0 3 58" 85.9 130.0 114.4 130.0 t M olo 30" 170.0 130.0 130.0 130.0 WIDTH (W) = W1 Z e J 36" 113.4 130.0 130.0 130.0 1 AT FRAME JAMB g 3 Z u- o 42" 102• 99.0 130.0 130.0 130.0 .n 48" 88.6 130.0 123.2 130.0 (/) ¢J 54" 80.7 -_129.9 111.8 130.0 W M f 56" 78.6 126.4 108.7 129.9 70' 112.4 130.0 130.0 130.036" 95.0 130.0 130.0 130.0 42" 108" 82.8 130.0 122.5 130.0 °S%i1]�� 48" 73.8 118.8 108.9_ 130.0 X 53" 68.1 109.6 100.2 119.7 co n 30" 104.8 130.0 130.0 130.0 - qo 36" _88.5 130.0 130.0 130.0 WI W7. H 3 xj C 4Y 110-1/2" 77.1 123.9 116.8 130.0 moo S 48" 68.7 110.5 103.7 124.0WIDTH (ri) = Wl + W2 52" 64.3 103.4 96.9 115.8 AT FRAME MULLION 2 30" 95.3 130.0 130.0 130.0 •• ••• • • • • • •• m$ 36" 80.4 129.3 126.1 130.0 • • • • • • • • • o o"� o`, 42" 114" 69.9 112.5 109.4 130,0 • • •• • • • • • rn $ `� • •• • • • • ••• • a m o 48" 62.3 100.1 97.1 116.0 • • • • • • • • • 50" 60,1 98.7 93.7 112.0 •• ••• •• • • • •• 30" 81.5 130.0 130.0 130.0 PRODUCT REVISED ^4 as complying with the Florida Engr:JAVAO ANMAD 36" 120" -�68.6 110.4 113.5 130.0 Building Cods O� CML 42" 59.6 95.9 98.3 117.5 • ••• • ••• • • Acceptanco No 2• FIA.PE/-70592 $ 48" 53.0 85.2 87.1 104.1 • • • • • • • • • •Ex*1adcPIroductContro te �� C.A. 3538 0 �. NOTE: • •• • •• • • •Mi INTERPOLATION BETWEEN WIDTHS ALLOWED. •• • 000 • 000 • 1 drawing no. MULLIONS 7 2015 W07-60 •• • • • • 000 • • sheet 3 of 12 • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 MULLION LOAD CAPACITY - PSF (� MULLIONS WITH INTERMEDIATE HORIZONTALS 1� JAMB '12' UNANCHORED n JAMB'JI' JAMB'JI' JAMB 'J3' JAMB'J3' JAMB OPTIONS ; NOMINAL DIMS. MULL'MI' MULL'M2' MULL'M3' MULL'114, MULL OPTIONS Z w DR.(+) E%T. (4) M,(+) FACT.(+) p WIDTH(W) FRAME HEIGHT INT.(-) INT.(-) INT.(-) INT.(-) N W - 30' 130.0 130.0 130.0 130.0 - O Gi 36' __ 130.0 130.0 130.0 130.0 INTERMEDIATE HORIZONTALS - 4 42' 170,0 170.0 130.0R {L 78' JAMB'Jl' JAMB 'J2' ]AMB'J3' 48' 130.0 130.0 130.0 a!0 u .. 54' 130.0 130.0 130.0 I% IN"4IN-4 Sx IN"360' 130.0 130.0 130.0 _6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 O 30' 130.0 130.0 130.0 STE OTAL 2.7506 1.2225 a436` 130.0 130.0 130.0 = Ix ALU4+Ix 9n x 29 14'6276 04W2 42' 130.0 130.0 130.0 306-I/2' Y.48' 170.0 130.0 170.0 sn'f „` -- IL 2 - 54' 118.1 130.0 130.0 130.0 Q Z 60' 1 106.3 130.0 127.2 130.0 IL 30' 130.0 --- Ll 130.0 130.0 130.0 1 ' J6" 130.0 130.0 130.0 130.0 W7 �_..._..._.___.._......._.__._� 42' 90' 130.0 130.0 130.0 130.0 °D 48' 118.0t2 WIDTH (W) W1 130-0 130.0 130.0 54' 104.9 130.0 130.0 130.0 AT FRAME JAMB - �I w 60' 94.4 130.0 117.5 130.0 MULLION'MI' MULLION'M2' MULLION'M3' MULLION 'M4' 30' 130.0 130.0 130.0 130.0 INTERMEDIATE HORIZONTALS '0 36' 129,6 13D.0 130.0 130.0 ---- Tx IN'4 Sx IN-3 Ix IN"4 Sx IN"3 Ix IN-4 Sx IN-3 lX IN-4 Ex IN'3 3 U 42' 96' 111.1 130.0 130.0 130.0 7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 JJ LL 48' 97.2 170.0 129.0 130.0 STF.BL 2.7506 1.2225 STEEL 3.753) 3.5717 g J Ll 54' 86.4 130.0 114.7 _130.0 TOTAL 14.6962 TOTAL 17,6047 ? H 1.ALUM aix Sn%2.9 Ix NUM+N6n%T.9 (n N N 60' 77.0 125.1 103.2 123.4 w Cn 3 h 30' 130.0 130.0 130.0 130.0 w a 0 M 36' 120.0 130.0 130.0 130.0 _ ,pf„ s;;fr o Z 3 '� 42' 98-1/2' 102.8 130.0 130.0 130.0 3 Z o 48' 90.0 130.0 1 122.6 130.0 rn 0 54' 80.0 128.7 109.0 130.0 N W M F 58' 74.5 119.0 101.4 121.2 W1 W2 � 30' 129.7 130.0 130.0 130.0 36" 108.1 130.0 130.0 130.0 W1 + W2 42' 92.6 13o.0 130.0 130.0 WIDTH (W) _ tOT' AT FRAME MULLION 2 w yl 48` 61.0 130.0 114.7 130.0 � m C 54' 72.0 115.9 101.6 121.4 ± 56' 69.5 111.7 98.0 117.1 p 1=F- 30' "�' 0 30' 109.2 130.0 130.0 130.0 Zop 36' 91.0 130.0 130.0 130.0 m t" 42' 108' 78.0 125.5 116.5 130.0 vo 48' 68.3 109.8 102.0 121.9 53' 61.8 99.5 92.3 110.4 30' 102.0 130.0 130.0 130.0 c 4) 36' 05.0 130.0 129.9 _ 130.0 • • • • • • • • • •tn 0 0 N 42' 110-1/2' 72.8 117.2 111.3 130.0 • • •• • • • • • '� C R m • •• • • • • ••• • 48' 63.7 102.5 97.4 116.4 • • • • • • • • • -- 52' 58.8 94.6 89.9 107.4 •• ••• •• • • • •• 30' 92.9 130.0 130.0 130.0 PRODUCT REVISED n as complying with the Florida Enqr:JAVAD AJIMAD o 36' 77.4 124.5 122.0 130.0CML • ••• • ••.• _ • • BuBdtng Co*d,, - 7"� C Pu.PE 7059242` 114' 66.3 106.7 104.6 125.0 • • • • • • • • • • AcceploncoGr ✓ CA.N. 53848" 50.0 93.4 91.5 109.4Ex on D50' 55,7 89.6 87.8 105.0 •• •• • •• • • • By30' 79.6 128.1 130.0 130.0 •• ••• • ••• N adJ 1 27 2015 drawing no. 36' 120" 66.4 106.7 110.1 130.0 42' 56.9 91.5 94.4 112.0 MULLIONS L% W07-60 NOTE:POLATION B 4e' aa.e ao.t e2.s 9s.7 INTER WIDTHS ALLOWED. L ••• • • • • ••• • • sheet 4 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E.S. WINDOWS ODOR k TRANSOM �� o INTERMEDIATE SEE SEPARATE NOA AU 'D HORIZONTALS E.S. WINDOWS _ �Y o OPTIONAL DOOR ------ ALL FIXED UTES SEE SEPARATE NOA Q P o a N D OR N IIIN II II / II % �O It\ II II n J p� OR / II Q u nit a (a . = i/ /• p = ^ j• III 0 �, w � :'/ N ==_ Q F h W /y Ilk II PPP` 'II( I O 06 4 •% /a %� o uito 6 — ----- --- ---� T --- --� 4 to d W1 W2 W1 W2 WI W2 W1 W2 0 W1 +W2 Wl + W2 W1 W2 WIDTH (W) WIDTH (W) 2 WIDTH (W) = 2 WIDTH (W) = 2+ 4 W1 2 W2 J b O J n 3"� 3„ 3' 3 N N N - � - � O 4" 3„ It r7 n —z 3i v ulO -� �- -3" =3al I F— 3" 3" 3" 3• 3" 3. 3" r A2. B2, C2. D2 A3. B3. C3, D A4. B4. C4. D4 A5. B5. C5 of $ 0 ANCHORS TYPES:SEE SHEET 8 FOR DESCRIPTION SEE SHEET 5.1 FOR ANCHOR CAPACITY CHART. •g r � A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION SEE SHEET 8 FOR ANCHOR DESCRIPTION. B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION •• ••• • • • • • •• 2 v • • • • a • • • • 0 o i3 0 0 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • •• • • • • • ' $ • •• ••• ANCHORS v << m B3 = (3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • _ C3 = 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION •• ••• •• • • • •• --� D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION g A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION Engr.JAVAD Q B4 = (4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • ••• • ••• • a _ - FtA.PE yy 10592 _c L4 = (4; ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • CtiN 35J8 D4 = 4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • • s • • PRODUCT REVISED u •• • • • • • •• s a as complying%YM ft Floud• 3 v A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • •• • •• • • • Building Code B5 --------- B5 = 5 ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MULLION •• • ••• • 000 • AcceptancoNo t C5 = �5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION Ex 'ration Da�Coj p �U '2015 drawing no. ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. Dy W�7–'"6O ••• • • • • *00 • • Mi i de sheet 5of)2 • • • • • • • • • • • •• •• • • • •• •• ANCHOR LOAD CAPACITY - PSF U EM.(+)k INT.(-) 1/2" MAX. SHIM SPACE 3/8'MAX. SHIM SPACE 1/4" MAX. SHIM n NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'D' Z WIDTH(W) FRAME HEIGHT A2 A3 A4 A5 B2 B3 D4 B5 C2 C3 C4 C5 A2 A3 A4 A6 B2 B3 B4 B5 C2 C3 C4 C5 D2 D3 D4 30' 64.7 97.1 129.5 130.0 73.6 110.4 130.0 130.0 127.6 130.0 130.0 130.0 85.9 128.9 130.0 130.0 97.5 130.0 1,30.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 A 36" 54.0 80.9 107.9 130.0 61.3 92.0 122.7 130.0 106.4 130.0 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 2IL 42' 72" 46.2 69.4 92.5 115.6 52.6 78.9 105.1 130.0 91.2 130.0 130.0 130.0 61.4 92.1 172.7 130.0 _69.7 104.5 130.0 130.0 120,6 130.0 130.0 1,30.0 130.0 130.0 130.0 O O 0 48' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 81.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 1,30.0 m- 54* 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 X54.2 81.3 108.4 130.0_ 93.8 170.0 130.0 130.0 113.5 130.0 130.0 � LL ` 60' 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 0 U a 30` 59.8 89.8 119.5 130.0 67.9 101.9 130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 170.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 V tI 36' W29.944.8 99.6 124.5 56.6 84.9 113.2 130.0 98.2 130.0 130.0 130.0 66.1 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 130.0 130.0 130.0 130.0 130.0 C 42" 78' 85.4 106.7 48.5 72.8 97.1 121.3 84.1 126.2 130.0 130.0 56.7 85.0 113.3 130.0 64.3 96.5 128.6 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 0 48" 74.7 93.4 42.5 63.7 84.9 106.2 73.6 110.4 130.0 130.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6 130.0 97.4 130.0 130.0 130.0 117.8 150.0 130.0 0 � �y O 1i N 54' 88.4 83.0 37.7 56.6 75.5 94.4 65.4 98.2 130.0 130.0 44,1 66.1 88.1 110.2 50.0 75.0 100.0 125.1 86.6 129.9 130.0 130.0 104,8 130.0 130.0 re 6 60" 59.8 74.7 34.0 51.0 67.9 84,9 58.9 88.4 117.8 130.0 39.7 59.5 79.3 99.1 45.0 67.5 90.0 112.6 78.0 116.9 1.30.0 130.0 94.3 130.0 130.0 IL Z N g JO" 53.9 80.8 107.8 130.0 61.3 91.9 122.5 130.0 106.2 130.0 130.0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 J SMryI g 36" 44.9 67.4 89A 112.3 51.1 76.6 102.1 127.6 86.5 130.0 130.0 130.0 59.6 89.4 119.2 130.0 67.7 101.5 130.0 130.0 117.2 130.0 130.0 130.0 170.0 130,0 130.0 42" 33,5 57.7 77.0 96.2 43.8 65.6 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127,7 58.0 87.0 118.0 130.0 100.4 130.0 130.0 130.0 121.4 130.0 130.0 0 86-1/2' 48' 33.7 50.5 67.4 84.2 38.3 57.4 76.6 95.7 66.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 m N 54" 29.9 44.9 59.9 74.9 34.0 51.1 68.1 85.1 59.0 88,5 118.0 130.0 39.7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 170.0 130.0 � N 60" 26.9 40.4 57.9 67.4 30.6 45.9 61.3 76.6 53.1 79.7 105.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127,5 130.0 w 30' 51.8 77.7 103.6 129,5 58.9 88.3 117.8 130.0 102.1 130.0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36" 43.2 G4.7 86.3 107.9 49,1 73.6 98.1 122.7 85.1 127.6 1.30.0 130.0 57,3 55.9 114.6 130.0 65.0 97.5 1.30.0_ 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 42" 90" 37.0 55.5 74.0 92.5 42.1 63.1 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122,7 55.7 83.6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 130.0 48' 32.4 48.6 64.7 80.9 36,8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 64.5 126.7 130.0 130.0 102.1 130.0 130.0 3 J 54" 28.8 43.2 57.6 71.9 32.7 49.1 65.4 81.8 56.7 85.1 113.4 130.0 38.2 57.7 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 130.0 90.8 130.0 130.0 3o J W 4 60' 25.9 38.6 51.8 64.7 29.4 44.2 58.9 73.6 51.1 76.6 102.1 127.8 34.4 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 z 1- SEE SHEETS 5 AND 8 N V) 30' 48.6 72.8 97.1 121.4 55.2 82.8 110.4 130.0 95.7 130,0 730.0 170.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 130.0 130.0 130.0 FOR ANCHOR DESCRIPTION. cn 36" 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0. 130.0 53.7 60.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 a M 42' 34.7 52.0 69.4 86.7 39.4 59.1 78.9 98.6 68.4 102.6 130.0 130.0 46.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 109.4 130.0 130.0 "I 96" - -------PRODUCTREVISED o 3� 'O 48' 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86.3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0 as colnply4 with the Floud• 54" 27.0 40.5 54.0 67.4 30.7 46.0 61,3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 Building Cods 42 - III= Accee No N 060" 24.3 36.4 48.6 60.7 27.6 41.4 552 690 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54,9 73.2 91.4 63.3 95.0 126.7 130,0 76.6 114.9 130.0 , Date Ol30" 47.3 71.0 94.7 118.3 53.8 80.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.6 130.0 71.3 107.0 130.0 130.0 123.5 130.0 130.0 130.0 .130.0 130.0 130.0 W M 36" 39.4 59.2 78.9 98.6 44.8 67.2 89.7 112.1 77.7 116.6 130.0 130.0 52.3 78.5 104.7 130.0 59.4 89.1 118.8 130.0 102.9 130.0 130.0 130.0 124.4 130.0 130.0 �, ---1 Ito 42' 98-1/2" 33.8 50.7 67.6 84.5 38.4 57.6 76.9 96.1 66.6 100.0 130.0 130.0 44,9 67,3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.0 130.0 130.0 106.7 130.0 130.0 �� I�OdUCt 48" 29.6 44.4 59.2 73.9 33.6 50.4 67.2 84.1 58.3 87.5 116.6 130.0 39.3 58.9 78.5 98.1 44.6 65.8 89.1 111.4 77.2 115.7 130.0 130.0 93.3 130.0 130.0 CL 54" 26.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.3 69.8 87.2 39.6 59.4 79.2 99.0 68.6 102.9 130.0 130.0 83.0 124.4 130.0 30' 45.7 68.6 91.4 II4.3 52.0 77.9 103.9 129.9 90.1 130.0 130.0 130.0 60.6 91.0 121.3 130.0 68.9 103.3 130.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 36" 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108.2 75.1 112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 `� o o 42" 102" 32.8 49.0 65.3 81.6 37.1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 43.3 65.0 86.6 108.3 49.2 73.8 98.4 123.0 85.2 127.7 130.0 130.0 103.0 130.0 130.0 - 48" 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 130.0 37.9 56.9 75.8 94.8 43.0 64.6 86.1 107,6 74.5 111.6 130.0 130.0 90.1 130,0 130.0 a 54" 25.4 38.1 50.8 63.5 28.9 43.7 57.7 72.2 50.0 75.1 100.1 125.1 33.7 50.5 67,4 84,2 38.3 57.4 76.5 95.6 66.2 99.4 130.0 130.0 80.1 120.2 130.0 Ld d 30" 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 *13 .0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 36" 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 .0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 1,30.0 113.5 130.0 130.0 C) 108" 0 42" 30.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 9J,y .0 40.9 61.40 0.8 18.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 170,0 1-30.0 N c o 0 48' 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 *9.8 . J5. 3. .8 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 H ;N 0 r 30" 42.2 63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 1�.7 .0 056.• 64.0••14E.0 160••.0 63.6 95.3 127.1 130.0 110.1 130.0 130.0 130.0 130.0 130.0 130.0 ANCHORS °c 36' 110-1/2" 35.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.7 10.t 46.l30.0 9 .3 16.6 53.0 79.4 105.9 130.0 91.7 130.0 130.0 130.0 110.9 130.0 130.0Z42" 30.1 45.2 60.3 75.3 34.3 5f,4 68.5 85.8 59.4 89.1 0.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 113.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 W48" 28.4 39.6 52.7 65.9 70.0 45.0 59.9 74.9 52.0 78.0 9.9 35.0 52.5 70.0 87.5 39.7 59.6 79.4 99.3 68.8 103.2 130.0 130.0 83.2 124.8 130.0 Engr.JAVAD AHOAD n 30' 40.9 61.3 81.8 102.2 46.5L43.6 93.0 116.2 80.6 120.9 130.0 130.0 54.3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 CML ? , _..._..- _ _ _ m FLA.PE j 70592 $ i 36' 114, 34,1 51.1 68.2 85.2 __3_8.7 77.5 98.8" 67 00.� 1 0.0 13 (� 45. 7.8 90.4 11 i1 951.3 77.0 102.7 128.4 88.9 130,0 130.0 130.0 107.5 130.0 130.0 Z C.A.N.3638 42" 29.2 43.8 58.4 73.0 33.2 66.4 83.0 574 486.4 15.2 139.0 38.8 58.1 74P.5 969 •44.0 66.0 88.0 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 O $ c 48" 25.6 345.3 51.1 63.9 29.1 58.1 72.6 50.4 5.6 1 .8 12 9 33.9 #0.9 67,8 840 038.5 57.8 77,0 96.3 66.7 100.0 130.0 130.0 80.6 120.9 130.030" 38.8 58.3 77.7 97.1 44.2 88.3 110.4 n76044.9 30.0 139.A•51.6 77.3 153!1 128. 58.5 87.8 117.1 130.0 101.3 130.0 130.0 130.0 122.8 130.0 130.0 pJ6' 120" 32.4 48.6 64.7 80.9 36.8 73.6 92.0 .7 127.8 130.0 43.0 64,4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 iZ8.7 130.0 130.0 102.1 130.0 130.0 201042' 27.7 41.6 55.5 69.4 31.5 63.1 78.9 .0 109.4 130.0 36.8 55.2 73.6 92.1 41.8 62.7 B3.6 104.5 72.4 108.6 1.30.0 130,0 87.5 130.0 130.0 Fw-48" 243 364 486 60.7 27.6 55.2 69.0 E �.7 11A7 •32.0 ♦8170 6•.4 8066 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 z �''-- sheet 5.1 of 12 • • • • • • • • • • • •• •• • • • •• •• DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSF �U o JAMB 'JD2' JAMB 'JD2' �1 JAMB 'JD1'JAMB 'JD1' JAMB 'JD3' JAMB 'JD3' JAMB 'JDI'JAMB 'JDI'JAMB 'JD3'JAMB 'JD3' a SIDELITE FRAME MULL 'MDl'MULL'MD2'MULL'MD3'MULL'MD4 SIDEIJTE FRAME MULL 'MDI'MULL'MD2'MULL 'MD3'MULL'MD4' r 3 WIDTH HEIGHTEXT. (+) EXT. (+) EXT. (+) EXT. (+) f (+) EXT. (+) EXT. (+) EXT. (4) 0 WIDTH HEIGHT IXm INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) H 0 32 120.0 120.0 120.0 120.0 _ 32 90.0 90.0 90.0 90.0 a 2 N 36 120.0 120.0 120.0 120.0 36 90.0 90.0 90.0 90.0 Q; CL 42 120.0 120.0 120.0 120.0 42 98-1/2 90.0 90,0 90.0 90.0 4 86-i/2 G 48 120.0 120.0 120.0 120.0 48 90.0 90.0 90.0 90.0 C 54 120.0 120.0 120.0 120.0 54 85.7 90.0 90.0 90.0 V 60 119.4 120.0 120.0 120.0 32 77.6 90.0 90.0 90.0 32 109.5 _120.0 120.0 120.0 36 110-1/2 73.8 90.0 90.0 90.0 a 2 j g 36 104.2 120.0 120.0 120.0 42 68.8 90.0 90.0 90.0 0 d Q G 42 98-1/2 97.2 120.0 120.0 120.0 48 64.5 90.0 90.0 90.0 o IN�too - pO 48 91.1 120.0 120.0 120.0 32 70.6 90.0 90.0 90.0 Q W 3 LL H 54 85.7 120.0 116.6 120.0 36 67.2 90.0 90.0 90.0 LL 32 77.6 120.0 118.4 120.0 42 114 62.7 90.0 90.0 90.0 36 110-1/2 73.8 114.4 112.7 120.0 48 58.7 90.0 1 90.0 90.0 Q 42 68.8 106.7 105.1 120.0 32 60.6 90.0 90.0 90.0 48 64.5 100.0 98.5 117.7 36 120 57.6 1 89.4 90.0 90.0 m 42 53.8 813 89.1 90.0 E.S. WINDOWS 45 1/2" MAX. 87 1/2" MAX. 48 50.4 78.1 83.5 90.0 d i' DOOR45 12 / " MAX.DOOR WIDTH DOOR WIDTH N SEE SEPARATE NOA E.S. WINDOWS _ _ _ _ _ _ DOOR DOOR WIDTH I-------- - SEE SEPARATE NOA DOR / II D OR t- D' OR OR N ,ri x II / _ II I II \ II N I,"] E II ii III II j II o= �E75. 9/ i• 9 _w II/ /. 11 1 u % til ---___ 3 0 01 n OR a o u \ 0O w II \ I / II mIX = 0 OR / r, 3z1i o OIt I II 0 _ / __= N M E I� id =_= 0 x W v w N O Z N M 1r, �yJ1\ 0 I 1 -_- 43 3/4" LSDELITE WIDTH MAX. INTERMEDIATE SIDELHE WIDTH 85 3/4"MAX• HORIZONTALS SEE CHART CL TO CL GIM. SEE CHART CL TO CL DIM. OPTIONAL 43 3/4" 0 3 o SIDELHE WIDTH MAX. SEE CHART CL TO CL DIM. u a g PRODUCT REVISED v$o K 113 complying with the Florida s Building Code AcceptenNo • •• • • • -nlEx*,1110DOD81tod' I �.p T BY DOOR-WINDOWALL••• • MiPruct C nlm o c m u ' 00 '0 0 TRANSITION MULLION 0 Engr;�AVAD AHIMD I c -- CML - ••• ••• • - - LLA. PE 70592 I x - JAMB'JDI' JAMB'JD2' JAMB'JD3' MULMON41MDI'* MULLIOR'11 2' :1UMOC'MII3' MULLION 'MD4' CAN.) 538 ,. ix IN"4 Sz IN"3 1z -0r4 Sz IW3 Iz IN'4 Sx IN-3 Iz IN�4 IN'J x "4 IN-3 ' ' " Ix -4 Sz IN"3 _ Ix IN"4 S 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 6.719 . 757 0.8072 88 - UMINU 7195 2.6757 ALUMINUM 6.7195-1-2W757 STEEL 2.7506 1.2224 STEEL _ 2.7506 1.224 STEEL 3.7533 3.5717 ,f�� ,M 615 drawing no. TOTAL 14.5467 TOTAL 14.6962 TOTAL 17.6041 '/ W07-60 h ALUM+la SR%Z.9 h ALUM+h SR%T.9 h ALUM+h M x:19117-61141••• • • • • 000 • • (sheet g of 12 ••• • • 0 ••• 0 0 DOOR MULLION ANCHOR LOAD CAPACITY - PSF in DOOR MULLION LOAD CAPACITY-PSF E.S. WINDOWS EXT.(+)&IW.(-) �tj om JAMB 'JD2' DOOR & TRANSOM 11� JAMB 'JDI' JAMB 'JDI'JAMB 'JD3'JAMB 'JD3' SEE SEPARATE NOA 1/2" MAX. SHIM SPACE �Y SIDELITE FRAME MULL'MDI'MULL'MD2'MULL'MD3'MULL 'MD4' --- ------------- - HEAD ANCHORS SILL ANCHORS 0 NOMINAL DIMS. TYPE 'C' TYPE'C' Z WIDTH HEIGHTEXr. (+) EXT. (+) EXT. (+} EXT. -__ == =-__-_=I INCHES INCHES INT. (-) INT, (-j INT. (-) INT. (-) 1 WIDTH(W) FRAME HEIGHT C4 C5 C3 'Q 0 30 90.0 90.0 90.0 30 90.0 90.0 90.0 90.0 =-�---T-====_ _-_-_-__ -J-�-L---_--- F^d 11 N 36 90.0 90.0 90.0 _ 90.0 -i"''C - -� 36 90.0 90.0 90.0 O o 42 90.0 90.0 90.0 90.0 0 OR p / II I II li % 42 96 90.0 __90.0 _ 90.0 Q 48 96 90.0 90.0 90.0 90.0 D' OR tl / 11 I II 1 = 48 89.4 90.0 90.0 C6 ui tl / 11 I h li p _ O v. 54 85.4 90.0 90.0 90.0 = tl III II 54 85.5 90.0 90.0 II w 60 81.0 90.0 90.0 90.0 U E == p= 60 81.8 90,0 90.0 O 0 h 30 86.3 90.0 90.0 90.0 Iwil % Il lllll !; IpI 00 30 90.0 90.0 90.0 Q� 36 80.9 90.0 90.0 _ 90.0 /^ II\ r III SII j. 0 36 90.0 90.0 90.0 O a Q Q 42 102 76.2 90.0 90.0 90.0 it 1 / II / 0 42 102 _89.9 90.0 90.0 Q 4T 48 71.9 90.0 90.0 90.0_ p \ I� �I // p $ 48 85.7 90.0 90.0 �. 3 54 68.2 90.0 90.0 90.0 i� jl 11j'/ a 54 81.8 90.0 90.0 30 69.6 90.0 90.0 90.0 -�+j ly==--=_ 30 90.0 90.0 90.0 j 36 108 65.4 90.0 90.0 90.0 - ----- 36 108 90.0 90.0 90.0 Q W 42 61.7 90.0 90.0 90.0 42 86.3 90.0 90.0 U 48 82.2 90.0 90.0 48 SIDELITE WIDTH 85 3/4" MAX.58.5 90.0 BB.3 90.0 ------------------ ,-. 30 57.2 88.7 90.0 90.0 SEE CHART DOOR WIDTH 30 90.0 90.0 90.0 36 114 53.9 83.6 85.3 90.0 36 114 87.5 90.0 90.0 42 51.0 79.0 80.7 90.0 42 83.0 90.0 90.0 e 48 48.3 74.9 76.6 90.0 48 79.0 90.0 90.0 0 30 47.8 74.1 78.7 90.0 30 89.3 90.0 90.0 � n 36120 45.1 69.9 74.4 88.9 36 120 64.4 90.0 90.0 3 U 42 42.7 66.2 70.5 84.2 42 80.0 90.0 90.0 J tj 48 1 1 40.5 62.8 67.0 1 80.1 48 76.0 90.0 1 90.0 o J Ld 3" 3' 3' 3. 3' 3 vi DOOR-WINDOWALL 3' 3' 3' a n TRANSITION MULLION LLLI 6 LL tLj� 13 M N 10 .i I 'n¢ J i' ==FR F ti--- I I 6" 'C4' AT HEAD 'C5' AT READ _ 3" W la 3" PRODUCT REVISED 4 h a9 complying with theFlotlds `o o Acce ngCoN L2 Os 'C3' AT SILL 3 0 Exp_1[on Date ANCHORS TYPES!SEE SHEET 8 FOR DESCRIPTION q H C4 - (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION °' Miaml ad9ProduclConwI C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION •• • • • C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION v$ • • • • • g o 0 o n • •• • • • ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. m � N 6600* • •• TRANSITION MULLION ANCHORS s •• • ••• • EnFgrJPE I MAD ra O m 333 70592 JAMB 'JDI' JAMB'JD2' JAMB'1133' MULUON:'Mj- oULLION'02'• � MUSLIOA'At�i3'� MULLION 'MD4' C .3538 Iz IN"4 Sx IN73 Ix IN"4 Sx IN 3 Ix IN"4 Sx "3 1 '4 Sz IN'3 • • • ix Nt Sx I,r3 Ix IN"4 Sx IN-3 6.570 2.7226 10.6577 3.8057 PLUM UMINUM 6.570 2.7226 6.7195 7057 16.8072 4.Oi4 ALY�NUM •• 6.7165 2.6757 ALUMINUM 6.7195 2.6757 506 1.2224 STEEL 2.7506 1.224 STEEL 3.7533 3.5717 Brwingn0.TAL 14.5467 TOTAL 14.6962 TOTAL 17 6041 W07-60+h 511 Y Z.9 II.ALUM+Iv SRX 2.9 h ILUY+Iv 51L X 2.9 ••• • • • • *00 • • sheet 7 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS r' Yli TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY w 1� WOOD BUCKS SEE EIEV. R SPACING cYi 4 a o " I o — TYPICAL ANCHORS: SEE ELEV. FOR SPACING — ; TYPE 'K- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) 0 • O L8 . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � N p WITH 1-1/2" MIN. PENETRATION INTO WOOD � THRU 18Y WOOD BUCKS INTO CONCRETE O O � WITH 1-1/4" MIN. EMBED INTO CONCRETE a w I DIRECTLY INTO CONCRETE a 0 O LL In WITH 1-1/4" MIN. EMBED INTO CONC. 0 t ti A coa WNa R I v 0 ANCHOR EDGE DISTANCES a 1 = �i7 , a:=w� INTO CONCRETE AND MASONRY = 2-1/2" MIN. 0 6a g Ell O w o p N NiO4 INTO WOOD STRUCTURE = 1" MIN. 0.3 f� Ali �I� TYPE 'B'- 1/4" DIA KWIK CON II BY 'HILTI' (Fu-163 KSI, Fy=157 KSI) Z N 0,C7 it li INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J 0019 ,1 �!I Iii 4 I WITH 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL ANCHORS THRU 1 BY WOOD BUCKS INTO CONCRETE O SEE ELEV. F II li OR SPACING o , I METAL WITH 1-1/4" MIN. EMBED INTO CONCRETE STRUCTURES J DIRECTLY INTO CONCRETE o I WITH 1-1/4" MIN. EMBED INTO CONC. lie ,I 4 I I ANCHOR EDGE DISTANCES ILII — INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. a L — — -- 0 3 J rJ ��_"' TYPE 'C'- 5/18 DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) g J Of 0 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ~p' I �_�� WITH 1-1/2" MIN. PENETRATION INTO WOOD 3 N w (w-I © THRU 18Y WOOD BUCKS INTO CONCRETE Q 7 n n WITH 1-1/4" MIN. EMBED INTO CONCRETE o Z 3 J e LL W I DIRECTLY INTO CONCRETELQ g 3 z o WITH 1-1/4" MIN. EMBED INTO CONC. W o n< J ANCHOR EDGE DISTANCE S N W INTO CONCRETE AND MASONRY = 3" MIN. 0 INTO WOOD STRUCTURE = 1-1/4" MIN. — — — — — — -- — — — — {TY CL II I! PE 'D'- 1/4" DIA. TENS OR SELF DRILLING SCREWS ST/ (GRADE(GRADE 5 CRS) w p TWO PIECE OR ONE PIECE I INTO METAL STRUCTURES o is HORZONTAL INTERCHANGEABLE I STEEL : 12 GA. MIN. (Fy = 35 KSI MIN.) o D BETWEEN HEAD k SILLI ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) o _��I li I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y ANPHOR EDGE DISTANCES a INTO METAL STRUCTURE = 1/2" MIN. to •• ••• • • • • • •• WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. - • • • • • • • • • 4 0 o - 1 °pQ wur� PRODUCT REVISED CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. I., n row= • • •• • • • • • y y • •• • • • • ••• • as c0oIP Yang will the Florida s..� C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. (emw • • • • • • • • • Acceding Coda / O G p=wn� v.J •• ••• •• • • • •• Aacptancallo I " Exp iron Date qq J _ By Engr:JAVAD A1iMAD t � SE6LANTS' Mi Product Con rat CML • 000 • • •. FIA. PE N 70592 • • • • 111E f42AME CORN�R9� JeINT MULLION SEAM ND PERIMETER OF C N.3538 n a v • •`' 6 •• • ••GLAZI;G D�AD•"FF�MC SEALED WITH SILICONE SEALANT. a t p'" • •• • •• • • • '• •. " p..> , INTERIOR FINISHS • • f—• i-f•T'—__–.. NOT BY E.S. WINDOWS WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WDW. r Browing no. SEE ELEV. OR ANCHORS ILLUSTRATIVE ONLY ,� �_ 10,1 W�7^GO SPACINGMUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND YY V TRANSFER THEM TO THE BUILDING STRUCTURE. ••• • • a__•- sheet $ of�2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8"MAX. U w SHIM SPACE 3/8" MAX. 1/4"MAX. SEE ELEV. SHIM SPACE SHIM SPACE FOR SPACING - ELESEE ELEV. WITHOUT REINF. FORESPA NG FOR SPACING 2 i8Y O O SEE SHEETS 3 & 4 Z WOOD BUCKS _ FOR CAPACITY " O rpp� JAMB ANCHORS -.OPTIONAL 5 3 SEE ELEVATIONS Q IL 6 4 fOR SPACING C v. O METAL a STRUCTURES ------- O O � --- OIL< x p O46'r-0rc a, LL N W � ° W eI rL F 6 0. d 3 D.L. OPG. D.L. OPG. _ n v EXTERIOR JAMB71: ^ N o FRAME WIDTH SEE ELEVATIONS ' FOR SPACING � JAMB ANCHORS ANCHORED JAMBS J tj OPTIONAL DO NOT REQUIRE REINFORCING $ J L JJ SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING 0 d'M AP SEE CHARTS Z e 0 3 0 3z 1-1/8'MAX - 1/4" DIA. BOLTS WITH NUTS ALUM REINF. AT 6" FROM ENDS ALUM REINF. STEL REINF. rn O- 1/4" MIN. O SEE SHEETS 3 & 4 AND 18-1/2"O.C. MAX. O SEE SHEETS 3 & 4 O SEE SHEETS 3 & 4 ''' N Q 10 J FOR CAPACITY FOR CAPACITY FOR CAPACITY lil r'1 g 13 I I N Pv I 0 II - O I i o 0 G,� 11 11 _ a I I • • • • o 0 0 0 ° , o .n 12 14 En r:JAVAD AHMAO n •r c D.L. OPG. D.L. OPG. D.l. OPG. 9 CML • ••• • ••• • • FLA. PE!70592 - $ � • • • • • • • • • 40DUCTREVISED JCA .3538 FlNISHES com 1 m will theFloridaNOT BY E.S. WINDOWS 1j P Y 8•• • •• • • AcocIhlgILLUSTRATNE ONLY •• • ••• • ••• •Accepwnce No Ex on Dau: Lp drawing noBY � W07-60 ••• • • • • ••• • • K1product Corlifof ll sheot 9 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 4 - -------------'� I F to MIAMI-DADE COUNTY APPROVED o LARGE MISSILE IMPACT RESISTANT U TRANSOM i 0 I z O II I q F it I i 0 0 � -= ----; q ANCHORS TYPE 'C' q I ANCHORS TYPE 'C' O dj A I SEE SHEET 7 SEE SHEET 70 U+ � Nb FOR CAPACITY FOR CAPACITY LL Lw" D.L. OPG O.L. OPG Z Q W aid WITHOUT REINF. --------------- ALUM REINF. ___---� SEE SEPARATE NOA FOR DESIGN LOAD © SEE SHEETS 6 & 7 I O SEE SHEETS 6 & 7 FOR CAPACITY CAPACITY Of DOORS AND DOOR ANCHORS. �'� I FOR CAPACITY /� 1 LOWER VALUES FROM DOORS NOA r ---------- — I --- _I OR STOREFRONT SYSTEM CAPACITY CHARTS m W MIAMI-RADE COUNTY APPROVED MIAMI-RADE COUNTY APPROVED WILL APPLY TO ENTIRE SYSTEM. LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR j o j -1oi" r /I I 1 1 "��j I I I 3 0 "r------a L-------------- r------a "------------ - 30 w ac I I 0 ON rJII _---__ G 11 mNwN oc wL _J_-_________rn! _ _ __ __ D. OPG. LEAF WIDTH O.L. OPG. LEAF WIDTH STEEL REINF. ^^~ ---- orn° 13 ---------r r _____-Ji 13 STEEL REINF. l ---- iI N rcS22S "oSEE SHEETS 6 7 SEE SHEETS 6 & 7 FOR CAPACITY FOR CAPACITY C 3 ------------- -- -- N ---------- MIAMr-DAD£COUNTY APPROVED MIAMI-DARE COUNTY APPROVED PRObUCTPXVISED\ f - 9f- LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOORthe 0% - �--IIl�--l-"-----�---i-7JiI` _irIII-_--_--_----------•-i',_i}I� ••••• •• ••• ••••• ••• ••• �41"I- 1--�1�'-}�n J" " iIS neccomply FI dd•g Builds, c -_ - aN• ccepc Q� ,O .c Ymimo QEal ec -----------= L-------------- • • • • t .'. ° - 4-0, ••• J L — tinmi ado oducl Control mc0 ------------ ac Hm Sau i------- --- ....... Engr.:AVAO AHMAD a t CML , - _-__ Fr II'x pcoo=r=cd•• _-_T13._-- • I._ 1'I/x -------- FLA PEP 70592 $ I 1 I y I t-�l -F-TI• • • • I I 7 it I k� CA.N.J538 3' r r 1" I I I • • I• • •i I I I I I I ^ u � I� 1 I I l'��IL_Jt,_ • • • • • LI i I I I I ----I $ s v = ILL----------- _--J,!!---J• • • • •• --------------------- a ----------------- D.L. OPG___ 1 1 LEAF WIDTH D.L. OPG. 14 (� LEAF WIDTH L �� n�'r rY07-60 ••• •� • • • ••• • • sheet10of12 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • _4.988 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANP./SUPPI]P.R/REMARKS U w --�{ 1.750 ES8005 AS READ. HOLLOW FRAME HEAD/SILL 6005-T5 - 80 _ 188 1A ES8007 AS REQD. OPEN BACK FRAME HEAD/SILL 6063-T6 - t! -� 2 ES8004 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 g3 ES800i AS REQD. FRAME JAM8/MULLION 6005-T5 - O 1.750 3A - AS REQD. o00R MULLION 6005-T5 F- r W V 2.750 -� 4 ES8006 AS REQD. GLASS STOP 6063-T5 - Q IL 5 ES8002 AS REQD. MULLION SNAP-IN MATE 6005-T5 - O O _ .125 6 ES0003 AS REQD. SHEAR CUP 6005-T5 078 TYP. 4.000 - .._._._._..-_ TMp 7 - AS REQD, INTERIOR BULB GASKET VINYL I 5.000 3.750 8 ES8009 AS REQD. SPACER/SILICONE STOP VINYL Q 8 a ice---3.984 BA - AS REQD. BUTTON BUMPER SILICONE - 0 p �~'1 9 - - - _ _ (Y0 WtM4 O 10 - 2/UTE 3/16'X 1/2'X 2'LONG SEIZING BLOCK,AT 1/4'POINTS EPDM OUROMETER 8515 SHORE A 0 Q O g HOLLOW FRAME HEAD/SILL Q 3 - I1 `12 X 1-1/2' 4/CORNER ASSEMBLY SCREWS PHSMS - STEEL - y 00 0 12 - AS REQD. I MULLION STIFFENER 6005-T5 - Q w 3 o F4.968 _ 13 - AS REQD. MULLION REINFORCING CHANNEL STEEL - LL w -W �3.750� I 14 - AS REQD. MULLION REINFORCING BAR STEEL - LL W Fes--2.750-- 1.750 u`0i 2.750 FRAME JAMB/MULLION r1 750--�{ M 11 �' m 078 r 1.472-- o TYP. -^j.578 3 C) H'-----3.964 .253 o J W 125 Of3 N (n TYP. y 1A OPEN BACK FRAME HEAD/BILI 3 N T°9 yP. O O M I 3.368 a Z m 3.736 5.000 3.750 3 J 4.534 3 Z .124 WM< N 3.750 1.750 1.578 .206 1 OO MULLION SNAP-IN MATE O DOOR MULLION I 72 STIFFENER o€ o D78 P. 1.000 Ou PRODUCT REVISLID Imo--3.984TY -W.578� .188 ax complying with the Florida I Building Co do -0-7-27.0-6, OH v 2 7.O� Acceptance No 8 O Ex iratio Dare N d• ••• • • • • •• c N INTERMEDIATE HORIZONTAL . • • • yII8 • 0 0 0 0 • 0 By 0• •• • • 'i • $� - •• • • • • ••• • MPr Miami elle oduct Co rot 1.786 .156- • • a • • • • • • ` c • ••• •• • • e c --' 062 3.736 - ZYP. 3.229 4.500 4.000 o L TYP. Engr.JAVAD AHMAO n n o CML _ _ �T • ••• • • • • • FLA. PE�70592 q I • • • • • • • • CA.. 538 1.t 17 7.000 • • • • • • w --L .. . . a •• • ••• 004 • drawing no. i t3 a 2(115 W07-60 �l STEEL REINFORCING 4 GLASS STOP LJ SHEAR CLIP ••• • • • • •�rest•MiN. • sheet 11 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / I Z 1� I II p 1y I� j II Q LL zN 5/8' X 1/8' / I ALUM PLATE / m BENT TO MATCH JOINT SECURED WITH #8 SMS r (3) PER SIDE OF JOINT /' ® o I / y 5/16 X 1 X 1/8" I o J ALUM ANGLE BENT TO MATCH JOINT 3 V1 d SECURED WITH p8 SMS (3) PER SIDE OF JOINT n Z3J w U)N � Lal-sc-i CIRCULAR OR ANGLED CORNERS D 11 #12 X 1/2" �FH SMS iii c� o #12 X 1" PH SMs / HORIZONTAL CORNER •• ••• • • • •i •/'• i • • ••• • oo^o i; • • • •, /• .T 10S B —__— �gj F •• •• • •• RODUCI'REVISL'D !� es cumplyins withdie Flodd•c Engr: ^ N 11 Ilding CodJAVAD AHMAD Q o Accepdim No D 5 CML I 33 / ••• • •Exp' ion Datc a FLA.PE 70592 o I 000 • • • • • O 1. C.A.N. 538 /, • • • • • t�, �' •• • • • •• • � a& oduU ont � r •• • ••• • ••• •1p drowi0 DOOR MULLION CORNEE 2015 W07-60 ••• • • • • ••• • • sheet�2of�2 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 { + 1 k April 25th, 2016 , Building Review Comments 1 Project: 1255 NE 99 street, Miami Shores, FI 33138 Permit# 16-852 i #1. According to the information provided on the plans,this project constitutes a level 3 alteration. Changed alteration level. Sheet CV #2. Provide survey and elevation certificate ' Provided by owner, 0., Plans provided area incomplete. Provide plans with details and specifications as required under section 8-10 of Miami Dade County Code and section 107.2 of the.FBC . a t Scope of work:is only to replace windows, doors and roof. New roof will maintain same characteristics as noted on sheet CV(scope of work) and sheet A-3. In addition, wall section on sheet A-3 shows details and specifications for new roof and ventilation requirements. Windows and doors schedules have been revised to add materials and additional information as shown on sheet A-1. For windows and doors specs refer to NOA's. In addition, new sheet C-1 (site plan)is provided to clarify area of work inside lot. + r Do not hesitate to contact me for any additional question t. t t , Percy Malpartida Nu ez Cell: 561-236-9970 0 t i Y a i -- ENERGY PERFORMANCE LEVEL EP-L�_ �c �_a2 DISPLAY CARD -0 2o�s ESTIMATED ENERGY PERFORMANCE INDEX* The lower the EnergyPerformance Index, the more efficient the home. 1255 NE 99 street, Miami Shores, FL, 33138- 1. New construction or existing .Existing(Confirm 9. Wall Types Insulation Area 2. Single family or multiple family Single-family I a.Concrete Block-Ext Insul, Exterior R=4.1 2705.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=1.0 2300.00 ft2 6. Conditioned floor area(ft2) 2300 b.N/A R= ft2 7. Windows- Description Area c.N/A R= ft2 a. U-Factor: Sgl, U=0.83 152.00 ft2 11. Ducts R ft2 SHGC: SHGC=0.48 a.Sup:Attic,Ret:Main,AH:Main 6 460 b. U-Factor: Sgl, U=0.84 123.33 ft2 SHGC: SHGC=0.43 12.Cooling systems kBtu/hr Efficiency c. U-Factor: Sgl, U=0.83 30.00 ft2 a.Central Unit 60.0 SEER:16.00 SHGC: SHGC=0.43 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 7.5 COPA.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.455 8. Floor Types Insulation Area 14.Hot water systems a. Electric Cap:55 gallons , a.Slab-On-Grade Edge Insulation R=1.0 2300.00 ft EF:0.92 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15.Credits CF,WHF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building T10 ST Construction through the above energy saving features which will be installed (or exceeded) ..��0� = ArF� in this home before final inspection. Otherwise, a new EPL Display Card will be completed k�, ''� _',. 'ts, based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient da Ene mortgage (EEM) incentives if you obtain a FlorirgyGauge�?at � ni. ntact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygW e.;oCn fo;in orlmation and a list of certified Raters. For information about the'Florida Building Code, Enetoy Cdilsefttiotr, cOrltael•the Florida Building Commission's support staff. ••• • • • • **Label required by Section 303.1.3 of the Florida BgildipgCQde ,.tnergY*Con;ervation, if not DEFAULT. .. . . ... ... . EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software ' Building Input Summary Repo x. 6 &�Z PROJECT 1 J Title: Wollowick Residence Renovat Bedrooms: 3 Address Type: oHnfsnnation Building Type: User Bathrooms: 2.5 Lot# 13 Owner: Josh Wollowick Conditioned Area: 2300 sq.ft. Block/SubDivision: Earlton shores #of Units: 1 Total Stories: 1 PlatBook: 13302-477 0487 5 Builder Name: Worst Case: No Street: 1255 NE 99 street Permit Office: Rotate Angle: 0 County: Miami-Dade Jurisdiction: Cross Ventilation: No City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: Yes FL, 33138- New/Existing: Existing(Confirmed) Terrain: Suburban Year Construct: 1950 Shielding: Suburban Comment: Complete interior renovation CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh EnergyGauge Default 0 0.1126 Natural Gas Therm EnergyGauge Default 0 1.72 Fuel Oil Gallon EnergyGauge Default 0 1.1 Propane Gallon EnergyGauge Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Ornt Type Height Width Distance Exist Height Width Distance N None Oft Oft Oft Oft Oft Oft NE None Oft Oft Oft Oft Oft Oft E None Oft Oft Oft Oft Oft Oft SE None Oft Oft Oft Oft Oft Oft S None Oft Oft Oft Oft Oft Oft SW None Oft Oft Oft Oft Oft Oft W None Oft Oft Oft Oft Oft Oft NW None Oft Oft Oft Oft Oft Oft BLOCKS Number Name Area Volume 1 Block1 2300 20700 SPACES Number Name Area Volume."Kildhtn; ;Ogd Qaats; .*Rbdrooms Finished Cooled Heated • • • ••• • 1 Main 2300 20700 •• Yee*•• •• • • •5• • • 3 Yes Yes Yes •• ••• •• • • • •• FLOORS # Floor Type Space P.er:netdr ; ;R;aTue Tile Wood Carpet •• • • • doe- • • • • 1 Slab-On-Grade Edge Insulation Main 0270Rft • • • 1 • 2300•ft2000 000 1 0 0 1/21/2016 4:35 PM Erl2j"uge(/VSgC6V•v3+ Page 1 of 5 ••• • • • ••• • • Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2491 ft2 0 ft2 Light 0.55 No 0.9 No 21 22.6 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2300 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic() Main 1 2300 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in'Project'section above. Adicent SCavity Width Height Sheathing Framing Solar Below # Ornt o Wall Type pace R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 N Exterior Concrete Block-EM Insul Main 4.1 31 3 10 6 328.1 ft2 0 0 0.75 0 2 N Exterior Concrete Block-Ext Insul Main 4.1 12 9 10 6 133.9 ft2 0 0 0.75 0 3 S Exterior Concrete Block-Ext Insul Main 4.1 23 7 10 6 247.6 ft2 0 0 0.75 0 4 S Exterior Concrete Block-Ext Insul Main 4.1 16 6 10 6 173.3 ft2 0 0 0.75 0 5 S Exterior Concrete Block-Ext Insul Main 4.1 16 0 10 6 168.0 ft2 0 0 0.75 0 6 E Exterior Concrete Block-Ext Insul Main 4.1 17 2 10 6 180.3 ft2 0 0 0.75 0 7 E Exterior Concrete Block-Ext Insul Main 4.1 39 7 10 6 415.6 ft2 0 0 0.75 0 8 W Exterior Concrete Block-Ext Insul Main 4.1 38 6 10 6 404.3 ft2 0 0 0.75 0 9 W Exterior Concrete Block-Ext Insul Main 4.1 27 5 10 6 287.9 ft2 0 0 0.75 0 10 E Exterior Concrete Block-Ext Insul Main 4.1 22 11 10 6 240.6 ft2 0 0 0.75 0 11 N Exterior Concrete Block-Ext Insul Main 4.1 12 0 10 6 126.0 ft2 0 0 0.75 0 DOORS Width Height # Ornt Door Type Space Storms U-Value Ft In Ft In Area 1 S Insulated Main Metal .46 3 6 8 20 ft2 1/21/2016 4:35 PM ErnpC;auge T/VSt2069N3:1 Page 2 of 5 i i Building Input Summary Report WINDOWS Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Separation Interior Shade Screening 1 E 6 Metal Low-E Single Yes 0.83 0.43 N 30.0 ft2 2 ft 0 in 2 ft 1 in Drapes/blinds None 2 E 7 Metal Low-E Single Yes 0.83 0.48 N 15.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 3 E 7 Metal Low-E Single Yes 0.84 0.43 N 90.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 4 S 5 Metal Low-E Single Yes 0.83 0.48 N 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 4 Metal Low-E Single Yes 0.83 0.48 N 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 6 E 10 Metal Low-E Single Yes 0.83 0.48 N 50.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 7 W 9 Metal Low-E Single Yes 0.83 0.48 N 9.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 8 N 11 Metal Low-E Single Yes 0.84 0.43 N 33.3 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 9 N 11 Metal Low-E Single Yes 0.83 0.48 N 18.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Default .00057 3438.8 188.78 355.04 .3933 9.9675 All MASS Mass Type Area Thickness Furniture Fraction Space, No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity -------Geothermal HeatPump------- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 7.5 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:16 60 kBtu/hr 1800 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Main 0.92 55 gal 60 gal 120 deg None SOLAR HOT WATER Collector Surface Absorp. Trans Tank Tank Tank Heat PV Pump Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value Surf Area Exch Eff Pumped Energy DUCT --------Supply--------- ----------Return------*-. .: ••: : : :•: •. Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area ]`k bes.: taa•Icag•'rype : .Andler TOT OUT QN RLF Heat Cool 1 Attic 6 460 ft2 Main 115 ft2 3 Default Leakage Main Default Default 1 1 1/21/2016 4:35 PM E*p4uge(/VSRC664v3s Page 3 of 5 • •• •• • • • •• •• ••• • • • ••• • • Building Input Summary Report TEMPERATURES Programable Thermostat: Y Ceiling Fans: Y Coo'In Jan Feb [ ]Mar A r Ma rj JunX Jul Ae Oct Nov Dec Heating Jan X Feb [X]Mar Apr f May Jun 4 Jul Aug n Sep Oct HNov HDec Ventin Jan [ Feb [X]Mar [X]A r [ Ma Jun [ Jul Augu Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 80.5 80.5 80.5 80.5 PM 80.5 80.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Cooling(WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 APPLIANCES& LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 652 kWh/Yr Peak Value: 128 Wafts Clothes Washer AM 0.105 0.081 0.046 0.046 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 105 kWh/Yr Peak Value: 25 Wafts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 171 kWh/Yr Peak Value: 52 Wafts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Wafts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2295 kWh/Yr Peak Value: 749 Wafts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 3352 kWh/Yr Peak Value: 615 Wafts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 3577 kWh/Yr Peak Value: 1400 Wafts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 447 kWh/Yr Peak Value: 165 Wafts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 0.8 0.8 0.8 0.8 %Released: 100 PM 0.88 0.85 0.85 0&e.830: 100.$8 ,%095: ••1 0.98 0.95 0.93 0.9 0.85 Annual Use: 775 kWh/Yr Peak Value: 106Watts• •': : :: •: •• Well Pump AM 0.05 0.05 0.05 ••a.06-: IN& *.*015: ••b.1 0.1 0.1 0.1 0.1 0.1 %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Annual Use: 0 kWh/Yr Peak Value: 0 Wafts • • • • • • • • • • • •• • • • • • • • • • •• • • ••• ••• • 1/21/2016 4:35 PM En*"Gjuge&,/ISRCSI-Q.-I Page 4 of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Building Input Summary Report REFRIGERATORS ID Type Screen Location Quantity Vol FrZ.Vol Make Model Schedule kWhPerYr 1 Refrigerat Default New Main 1 25.6 5 HERS201 691 CLOTHES WASHERS ID Type Screen Location Capacity Make Model Schedule LoadsPerYr 1 1 Main Default New Main 2.847 HERS201 (invalid) CLOTHES DRYERS ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 RANGE OVEN ID Type Screen Location Type Fueltype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv HARD WIRED LIGHTING ID Type Screen Location Total# Qualify# Comp FI All Other FL txtBulbtype Schedule Wafts per bulb 1 Hard-Wir Default Main 20 2 0 2 Incandes HERS201 60 MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 •• ••• • • • • • •• • •• • • • • ••• • • •• ••• • • • • • • • • • • • • • •• • • • • • • • • • •• • • ••• ••• • r 1/21/2016 4:35 PM Er1bM%uge0/TS;C6FW3,*,1 Page 5 of 5 • • • • • • • • • • ••• • • • ••• • • I FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Wollowick Residence Renovation Builder Name: klu- _00 4- Street: 1255 NE 99 street Permit Office: City,State,Zip: Miami Shores, FL,33138- Permit Number: 7MAR e Owner: Josh Wollowick Jurisdiction: v. 3ODesign Location: FL, Miami 1. New construction or existing Existing(Confirm 9. Wall Types(2705.5 sqft.) Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 2705.50 ft' b.N/A R= ft' 3. Number of units,if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d.N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (2300.0 sqft.) Insulation Area a.Under Attic(Vented) R=1.0 2300.00 ft 6. Conditioned floor area above grade(ft') 2300 b.N/A R= ft' Conditioned floor area below grade(ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(305.3 sqft.) Description Area a.Sup:Attic, Ret:Main,AH:Main 6 460 a. U-Factor: Sgl, U=0.83 152.00 ft' SHGC: SHGC=0.48 b. U-Factor: Sgl, U=0.84 123.33 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a.Central Unit 60.0 SEER:16.00 c. U-Factor: Sgl, U=0.83 30.00 ft' SHGC: SHGC=0.43 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Strip Heat 7.5 COPA.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.455 14.Hot water systems 8. Floor Types (2300.0 sqft.) Insulation Area a.Electric Cap:55 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=1.0 2300.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15.Credits CF,WHF, Pstat Glass/Floor Area: 0.133 Total Proposed Modified Loads: 58.11 PASS Total Standard Reference Loads: 72.39 ow i l l 11/o, I hereby certify that the plans N) � s c6red by Review of the plans and 0*-iKE ST9T� this calculation are in comp\1�1c5el�f jjlgi'nd ' � specifications covered by this �y Code. calculation indicates compliance ate; * with the Florida Energy Code. +rx,,. •• ,�.• „ O Zz No 7793 PREPARED BY: f Before construction is completed 'f DATE: * = this building will be inspected for y �0 g TF�q tV compliance with Section 553.908 I hereby certify that this bi�fdi o d�Sing�gs irS4 lance Florida Statutes. C with the Florida Energy Cocff, ee;# �� OD WE OWNER/AGENT: LS �\� .-.. BUILD4WG OFFICIAL: DATE: ©A.rE:: . .. . . . ... . - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a FloridgAlr:Barrigr-alnq trlsulaft Ipspection Checklist . . . . . . .. . . . . . . . . . . .. .. . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. 1/21/2016 4:35 PM EnergyGaug�USA-F12Res2010S@ct;n 40'5.4.1 Compliant Software Page 1 of 5 PROJECT Title: Wollowick Residence Renovat Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2300 Lot# 13 Owner: Josh Wollowick Total Stories: 1 Block/SubDivision: Earlton shores #of Units: 1 Worst Case: No PlatBook: 13302-477 0487 5 Builder Name: Rotate Angle: 0 Street: 1255 NE 99 street Permit Office: Cross Ventilation: No County: Miami-Dade Jurisdiction: Whole House Fan: Yes City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: Existing(Confirmed) Comment: Complete interior renovation CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2300 20700 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InflID Finished Cooled Heated 1 Main 2300 20700 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 270 ft 1 2300 ft2 -__- 1 0 0 ROOF V/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2491 ft2 0 ft2 Light 0.55 No 0.9 No 21 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2300 ft2 N N — CEILING # Ceiling Type iSp;heti • R-Yalu; ._.. Area Framing Frac Truss Type 1 Under Attic(Vented) : Main: •: :1: : : : 2300 ft' 0.11 Wood •• • • ••• ••• • • • • • • • • • • • • •• •• • • • •• •• 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below -Orat Tn WaU Type Space R-Value---FA In Ft In Area R Value-Fractmon?hsor Grade° 1 N Exterior Concrete Block-Ext Insul Main 4.1 31 3 10 6 328.1 ft2 0 0 0.75 0 2 N Exterior Concrete Block-Ext Insul Main 4.1 12 9 10 6 133.9 ft2 0 0 0.75 0 3 S Exterior Concrete Block-Ext Insul Main 4.1 23 7 10 6 247.6 ft2 0 0 0.75 0 4 S Exterior Concrete Block-Ext Insul Main 4.1 16 6 10 6 173.3 ft2 0 0 0.75 0 5 S Exterior Concrete Block-Ext Insul Main 4.1 16 0 10 6 168.0 ft2 0 0 0.75 0 6 E Exterior Concrete Block-Ext Insul Main 4.1 17 2 10 6 180.3 ft2 0 0 0.75 0 7 E Exterior Concrete Block-Ext Insul Main 4.1 39 7 10 6 415.6 ft2 0 0 0.75 0 8 W Exterior Concrete Block-Ext Insul Main 4.1 38 6 10 6 404.3 ft2 0 0 0.75 0 9 W Exterior Concrete Block-Ext Insul Main 4.1 27 5 10 6 287.9 ft2 0 0 0.75 0 10 E Exterior Concrete Block-Ext Insul Main 4.1 22 11 10 6 240.6 ft2 0 0 0.75 0 11 N Exterior Concrete Block-Ext Insul Main 4.1 12 0 10 6 126.0 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Metal .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 6 Metal Low-E Single Yes 0.83 0.43 30.0 ft2 2 ft 0 in 2 ft 1 in Drapes/blinds None 2 E 7 Metal Low-E Single Yes 0.83 0.48 15.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 3 E 7 Metal Low-E Single Yes 0.84 0.43 90.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 4 S 5 Metal Low-E Single Yes 0.83 0.48 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 4 Metal Low-E Single Yes 0.83 0.48 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 6 E 10 Metal Low-E Single Yes 0.83 0.48 50.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 7 W 9 Metal Low-E Single Yes 0.83 0.48 9.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 8 N 11 Metal Low-E Single Yes 0.84 0.43 33.3 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 9 N 11 Metal Low-E Single Yes 0.83 0.48 18.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Default .00057 3438.8 188.78 355.04 .3933 9.9675 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None . ... , , . . . C*qP: 1 7.5 kBtu/hr 1 sys#1 •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • • • • • •• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 60 kBtu/hr 1800 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 55 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 460 ftZ Main 115 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar Apr Ma [X]Jun X Jul Au [X]Se [ ]Oct kj Nov H Dec Heating HJan HFeb Mar Apr f May [ ]Jun 4 Jul Aug [ ]Sep [ ]Oct Nov Dec Ventin Jan Feb Mar [X]A r [ Ma [ ]Jun [ Jul Au [ ]Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 80.5 80.5 80.5 80.5 PM 80.5 80.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Cooling(WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68, 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1255 NE 99 street PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. / Fireplaces: gasketed doors & outdoor combustion air. Must complete V envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, ' programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric) or shutoff(gas). Circulating system pipes insulated to = '`/ R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculiti;gjeecgr+i 8=a6ched. Minimum efficiencies per TablesV3.t;3;EQulprDertgffiCigncy verification required. Special equipment occasldn cbbling•dr hgatiilg'bdlfacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or rrore etages.• •• Ceilings/knee walls 405.2.1 R-1 sp•ece porrwittiA�Q • •• •• • •.i' ••• • . • • • ..• • . . ••• • . 1/21/2016 4:35 PM EnergyGauge®USA-'FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5' A ✓ FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Wollowick Residence Renovation Builder Name: Street: 1255 NE 99 street Permit Office: City,State,Zip: Miami Shores, FL,33138- Permit Number: MAR 30 2016 Owner: Josh Wollowick Jurisdiction: Design Location: FL, Miami By. 1. New construction or existing Existing(Confirm 9. Wall Types(2705.5 sqft.) Ins ation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul, Exterior R=4.1 2705.50 ft2 b. N/A R= ft' 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? 10.Ceiling Types (2300.0 sqft.) Insulation Area No a.Under Attic(Vented) R=1.0 2300.00 ft2 6. Conditioned floor area above grade(ft2) 2300 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(305.3 sqft.) Description Area a.Sup:Attic,Ret:Main,AH: Main 6 460 a. U-Factor: Sgl,U=0.83 152.00 ft2 SHGC: SHGC=0.48 b. U-Factor: Sgl,U=0.84 123.33 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a.Central Unit 60.0 SEER:16.00 c. U-Factor: Sgl, U=0.83 30.00 ft2 SHGC: SHGC=0.43 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 7.5 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.455 14.Hot water systems 8. Floor Types (2300.0 sqft.) Insulation Area a.Electric Cap:55 gallons a.Slab-On-Grade Edge Insulation R=1.0 2300.00 ft2 b. Conservation features EF:0.920 b. N/A R= ft2 None c. N/A R= ft2 15.Credits CF,WHF,Pstat Glass/Floor Area: 0.133 Total Proposed Modified Loads: 58.11 PASS Total Standard Reference Loads: 72.39 `\ I hereby certify that the pla �nd �IfDppf n5r, vered by Review of the plans and O�'LKE ST,41� this calculation are in cc ia$tvgi1i 40ergy specifications covered by this •y , = O� Code. \� `->`�.'�� calculation indicates compliance ��,,r''' + =��,•••� d� No 77935 .,>k with the Florida Energy Code. ti +rrr,. ''r;€': •. „ O PREPARED BY: - Before construction is completed LL DATE: - 'o_: this building will be inspected for ,�•• AT�t�� % compliance with Section 553.908 I hereby certify that th s� ?►8, esiiy @! i pliance Florida Statutes. with the Florida Energy e<` ',.FI.OR � �� n 0 WE OWNER/AGENT:- Jul BUILD4WG,C6FF.IGIA4 . . DATE: DATA: .._._._._._. - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulatibp Ifilpectign Clue%klist••• ••• .. . . . . . . . . . .. . . ... ... . ... . . . . ... . . . . . . . . . . . . . .. .. . . .. .. 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section•4UE.4'1 Corllplid'ht S8;*ar8 • Page 1 of 5 A 7 PROJECT Title: Wollowick Residence Renovat Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2300 Lot# 13 Owner: Josh Wollowick Total Stories: 1 Block/SubDivision: Earlton shores #of Units: 1 Worst Case: No PlatBook: 13302-477 0487 5 Builder Name: Rotate Angle: 0 Street: 1255 NE 99 street Permit Office: Cross Ventilation: No County: Miami-Dade Jurisdiction: Whole House Fan: Yes City,State,Zip: Miami Shores, Family Type: Single-family FL, 33138- New/Existing: Existing(Confirmed) Comment: Complete interior renovation CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 2300 20700 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2300 20700 Yes 5 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 270 ft 1 2300 ft' -__- 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Flat tile/slate 2491 ftz 0 ft2 Light 0.55 No 0.9 No 21 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2300 ft' N N CEILING # Ceiling Type Space R-Value Aria Fr�min•q Frac Truss Type 1 Under Attic(Vented) Main 1 : 2300ti: : : : : d11 Wood Go* 000 000 • ••. • • •• • . . • • 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below -#Gmt To WaILType p R-Value Ft In Ft-In Area R-Value --Gr ° 1 N Exterior Concrete Block-Ext Insul Main 4.1 31 3 10 6 328.1 ft2 0 0 0.75 0 2 N Exterior Concrete Block-Ext Insul Main 4.1 12 9 10 6 133.9 ft2 0 0 0.75 0 3 S Exterior Concrete Block-Ext Insul Main 4.1 23 7 10 6 247.6 ft2 0 0 0.75 0 4 S Exterior Concrete Block-Ext Insul Main 4.1 16 6 10 6 173.3 ft2 0 0 0.75 0 5 S Exterior Concrete Block-Ext Insul Main 4.1 16 0 10 6 168.0 ft2 0 0 0.75 0 6 E Exterior Concrete Block-Ext Insul Main 4.1 17 2 10 6 180.3 ft2 0 0 0.75 0 7 E Exterior Concrete Block-Ext Insul Main 4.1 39 7 10 6 415.6 ft2 0 0 0.75 0 8 W Exterior Concrete Block-Ext Insul Main 4.1 38 6 10 6 404.3 ft2 0 0 0.75 0 9 W Exterior Concrete Block-Ext Insul Main 4.1 27 5 10 6 287.9 ft2 0 0 0.75 0 10 E Exterior Concrete Block-Ext Insul Main 4.1 22 11 10 6 240.6 ft2 0 0 0.75 0 11 N Exterior Concrete Block-Ext Insul Main 4.1 12 0 10 6 126.0 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Metal .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 6 Metal Low-E Single Yes 0.83 0.43 30.0 ft2 2 ft 0 in 2 ft 1 in Drapes/blinds None 2 E 7 Metal Low-E Single Yes 0.83 0.48 15.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 3 E 7 Metal Low-E Single Yes 0.84 0.43 90.0 ft2 2 ft 0 in 1 ft 6 in Drapes/blinds None 4 S 5 Metal Low-E Single Yes 0.83 0.48 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 4 Metal Low-E Single Yes 0.83 0.48 30.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 6 E 10 Metal Low-E Single Yes 0.83 0.48 50.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 7 W 9 Metal Low-E Single Yes 0.83 0.48 9.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 8 N 11 Metal Low-E Single Yes 0.84 0.43 33.3 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None 9 N 11 Metal Low-E Single Yes 0.83 0.48 18.0 ft2 2 ft 0 in 1 ft 4 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Default .00057 3438.8 188.78 355.04 .3933 9.9675 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None GQP:.1.• • •7.5.kBtq/% • 1 sys#1 •• • • ••• ••• • • •• •• • • • •• •• 1/21/2016 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 60 kBtu/hr 1800 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.92 55 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 460 ft2 Main 115 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar Apr May rl Jun rl Jul Auge Oct Nov Dec HeatinJan Feb Mar f Apr f May JunJul AuSep Oct Nov Dec Ventin Jan Feb Mar [X]A r [ Ma Jun JulAug Se [X]Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 80.5 80.5 80.5 80.5 PM 80.5 80.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Cooling(WEH) AM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 PM 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 78.5 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/21/2016 4:35 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1255 NE 99 street PERMIT#: Miami Shores, FL, 33138- MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker / (electric) or shutoff(gas). Circulating system pipes insulated to = ✓ R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. .. ... . . . . . .. Cooling/heating 403.6 Sizing calculation performed 8Cattachjd!Min;npnte�giencies per Tables 503.2.3. Equipment effidgncf ye=ifi�ajiop V*ire% Special equipment occasion cooling or heating ca�laciV&gLfites SepArdte•system or ✓ variable capacity system. Electric heat>10kW must be divided into two or more stages. 0:6 • • . . . . . . . . . . Ceilings/knee walls 405.2.1 R-19 space permitting. 1/21/2016 .•..••.....••...•..•....•o.........•.......• ......•. ....... . 4:35 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 4i ..system Sizing Summary for CU-1IAHU-1 /oject Name: 1255 NE 99th Street Miami FL 33138 01/22/2016 .,rep red by:Percy Malpartida P.E. / 12:55AM /Air System Information Air System Name .............................................. AHU-1 Number of zones ............................................................ 1 Equipment Class ........................................ SPILT AHU Floor Area .............................................................. 2300.0 ft' Air System Type .........:..................................... SZCAV Location ...................................... Miami Shores,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM .......................Sum of space airflow rates Calculation Months .........................................Jan to Dec Space CFM ...................Individual peak space loads Sizing Data .....................................................Calculated Central Cooling Coil Sizing Data Total coil load .......................................................... 4.5 Tons Load occurs at ........................................I............Jul 2016 Total coil load ........................................................ 53.7 MBH OA DB/WB...........................................I......... 91.0/77.0 OF Sensible coil load .................................................. 43.5 MBH Entering DB/WB ............................................ 73.3/63.4 OF Coil CFM at Jul 1500............................................ 2471 CFM Leaving DB/WB ............................................. 57.0/56.1 OF Max block CFM .................................................... 2471 CFM Coil ADP .................................................................... 55.2 OF Sum of peak zone CFM ....................................... 2471 CFM Bypass Factor.......................................................... 0.100 Sensible heat ratio .............................................. 0.810 Resulting RH ................................................................ 58 % ftZlfon .................................................................. 514.1 Design supply temp. .................................................. 55.0 OF BTU/(hr-ftZ) ............................................................ 23.3 Zone T-stat Check .................................................. 1 of 1 OK Water flow @ 10.0 OF rise ...................................... N/A Max zone temperature deviation ................................. 0.0 OF Central Heating Coil Sizing Data Max coil load ......................................................... 23.8 MBH Load occurs at .................................................... Des Htg Coil CFM at Des Htg ............................................ 2471 CFM BTU/(hr-ftZ) ................................................................ 10.3 Max coil CFM ....................................................... 2471 CFM Ent. DB/Lvg DB ..................................I.......... 69.4/78.3 OF Water flow @ 20.0°F drop ..................................... N/A Supply Fan Sizing Data Actual max CFM ................................................... 2471 CFM Fan motor BHP .......................................................... 0.36 BHP Standard CFM ...................................................... 2470 CFM Fan motor kW ............................................................ 0.27 kW Actual max CFM/ftZ ............................................... 1.07 CFM/ftZ Fan static ................................................................... 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM .................................................... 0 CFM CFM/person ............................................................... 0.00 CFM/person CFM/ftZ .................................................................. 0.00 CFM/ftZ op1.PAR r/a * 0 7793 ♦'•� ` — ; * _ MAR � 0 2016 7�: STATE Y. � 3 Z i i/FS+�`�ORID • S., `�� w Y a r • / G •• Y ••• �i • • • Y • • • w • //0/1111100 •• • • • Y • s 1 • s Hourly Analysis Program v4.50 1 Page 1 of 1 � I i E' JORGE NO VOA P.E.#75364 16421 STRAWBERRY WAY MAR 3 0 2016 DELRAYBEACH'33484 PHONE: 954-449-5802 BY: ' 1 Structural Calculations For: Residence-Remodeling at 1255 NE 99 ST Miami Shores, FL 33138 February 19,2016 Jorge Nov , P.E. PE# 7 4 Job No.: 15048 Client: Owner Calculated By: Jorge Novoa,P.E. Table of Contents: 1. Wind Design per ASCE7-10 + 2. Roof Diaphragm Design ...................................................C1-C4 3. Truss Reactions Calculations............................................C5-C11 4. Footing Check...................................................................0 12 5. Existing Concrete Beam Check ........................................C13-C15 6. Masonry Design infill........................................................0 16-C8 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. i . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . Project Name: Wollowick Residence ............................................................................. ------------------------- , { Location: Miami, FL By: JN 1 Start Date: 01-16-16 Comments: F .. ... . . . . . .. .. ... .. . . . . I . . . . . . . . . . . .. . . . . . . . . . .. . . ... ... . .ACalcs\Wind Desgin.wls ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ! i Wollowick Residence February 19, 2016 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 176 mph Topography: None . t Optional Factors This project uses load combinations from ASCE 7. .. ... . . . . . .. t .. ... .. . . . .. . .. . . . . . . . . . WLS4--[1.7] Copyright©2020 SDG, Inc. Page 1 of 8 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . I Wollowick Residence February 19, 2016 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 62.0 2.0 ` 2 44.0 2.0 Top 3 62.0 2.0 W2 4 44.0 2.0 W1A B W3 Eave Height: 15 ft Parapet Height: 0 ft ° m Parapet Enclosure: Solid W4 Roof Shape: Hipped Front Right Roof Slope(:12) A&B 3.0 A _ B c B ° C&D 3.0 w1 W4 IW3 W4 W3 W2 • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • WLS4 --[1.7] Copyright©2020 SDG, Inc. •• 0.0 ••• ••• Page 2 of 8 r . . . . . . . . . . i Wbllowick Residence February 19, 2016 ASCE7-10, Composite Drawing .............. . ... .. � �� , A B 3 � a ----------------------------------- ----------- %: • 0.: 0.: 000 • : 0.0 40 :0 0 0 0 0 0 0 000 000 0: 0 : : *0 0 00 : : 00 :0• 000 :00 :09 000 WLS4--[1.7] Copyright@ 2020 SDG, Inc. Page 3 of 8 0:0 : . : :0: :0 0: 0.0 0:.: 0 0 Wollowick Residence February 19, 2016 ASCE7-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Spann Width(ft) Area(sgft) ,. Roof 10 Roof A (All) 10 Roof 100 Roof A (All) 100 wall 10 Wall 1 (All) 10 + wall 15 Wall 1 (All) 15 wall 20 Wall 1 (All) 20 wall 30 Wall 1 (All) 30 wall 50 Wall 1 (All) 50 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . 00 WLS4 --[1.7] Copyright©2020 SDG, Inc. :00 :00 Page 4 of 8 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . Wollowick Residence February 19, 2016 ASCE7-10 Components and Cladding Output Component Description Surface zone z(ft) q(psf) I GCp GCpi ExtPres(psf)I Net w/+GCpi (psf) Net w/-GCpi (psf) Roof 10 A 1 17.8 59.3 0.50 0.18 29.7 19.0 40.3 17.8 59.3 -0.90 -53.4 -64.0 -J8.4 -42.7 17.8 59.3 0.00 0 0.0 2 17.8 59.3 0.50 0.18 29.7 19.0 403 17.8 59.3 -1.70 -100.8 -111.5 -66.9 -90.1 17.8 59.3 -2.20 0 -130.5 -78.3 3 17.8 59.3 0.50 0.18 29.7 . 19.0 40.3 17.8 59.3 -1.70 -100.8 411- -96.8 -90.1 17.8 59.3 -2.20 0 -136"5 -161.2 -216.8 -130.1 Roof 100 A 1 17.8 59.3 0.30 0.18 17.8 7.1 28.5 17.8 59.3 -0.80 -47.4 -58.1 -34.9 -36.8 17.8 59.3 0.00 0 0.0 2 17.8 59.3 0.30 0.18 17.8 7.1 28.5 17.8 59.3 -1.20 -71.2 -81.8 -49.1 -60.5 17.8 59.3 -2.20 0 -130.5 -78.3 3 17.8 59.3 0.30 0.18 17.8 7.1 28.5 17.8 59.3 -1.20 -71.2 B1'8 -75.9 -60.5 17.8 59.3 -2.20 0 -1.36'5 -126.5 87.9 -146.5 - wall 10 1 4 17.8 59.3 1.00 0.18 59.3 48.6 70.0 17.8 59.3 -1.10 -65.2 -75.9 -45.6 -54.6 5 17.8 59.3 1.00 59.3 48.6 70.0 +42 17.8 59.3 -1.40 -83.0 -93.7 -56•22 -72.'3 wall 15 1 4 17.8 59.3 0.97 0.18 57.5 46.8 68.2 17.8 59.3 -1.07 -63.5 -74.1 -44.5 -52.8 5 17.8 59.3 0.97 57:5 46.8 68.2 +40.9 17.8 59.3 -1.34 -79.5 -90.1 -54.1 -68.8 wall 20 1 4 17.8 59.3 0.95 0.18 56.3 45.7 67.0 17.8 59.3 -1.05 -62.3 -72.9 -43.8 -51.6 5 17.8 59.3 •0.9&• 56.3• •• 45.7 67.0 .;__40? 17.8 59.3 •.-1.217: .•: :76.5.: -87.2 -52.4 -65.8 .. ... .. . . . .. wall 30 1 4 17.8 59.3 0.92 0.18 54.6 43.9 65.2' . . . . . . . . . . . WLS4--[1.7] Copyright©2020 SDG, Inc. •• ••• Page 5 of 8 ... . . . . ... . . . . . . . . . . . . . .. .. ... . .. .. ... . . ... . . Wbllowick Residence February 19, 2016 ASCE7-10 Components and Cladding Output Component Description Surface I Zone z(ft) q(psf) I GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) wall 30 1 4 17.8 59.3 -1.02 0.18 -60.5 -71.2 -42•$ -49.8 5 17.8 59.3 0.92 54.6 43.9 65.2 +39.2 17.8 59.3 -1.23 -72.9 -83.6 -70.2 -62.3 wall 50 1 4 17.8 59.3 0.88 0.18 52.2 41.5 62.9 17.8 59.3 -0.98 -58.1 -68.8 -41.3 -47.4 5 17.8 59.3 0.88 52.2 41.5 62.9 +37.8 17.8 59.3 -1.15 -68.2 -78.9 -47.4 -57.5 .• •.• •• • . . •. • . • • • • . • . • • .. • . • . • . . • • WLS4 --[1.7] Copyright©2020 SDG, Inc. •• ••• ••• Page 6 of 8 . . . . . . . . . . ••• • • • ••• • • Wollowick Residence February 19, 2016 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) G Cp GCpi Ext Pres(psf)I Net w/+GCpi (psf) Net w/-GCpi (psf) 1 Windward Wall 15.0 57.2 0.89 0.80 0.18 40.7 30.1 51.4 Overhang Top 17.8 59.3 -0.12 0 -6.3 17.8 59.3 -0.66 -34.8 Overhang Bot 15.0 57.2 0.80 40.7 2 Side Wall 17.8 59.3 0.89 -0.70 0.18 -36.9 -47.6 -26.3' 3 Leeward Wall 17.8 59.3 0.89 -0.50 0.18 -26.4 -37.1 -15.7 4 r Side Wall 17.8 59.3 0.89 -0.70 0.18 -36.9 -47.6 -26.3' A Windward Roof 17.8 59.3 0.89 -0.12 0.18 -6.3 -17.0 4.3 17.8 59.3 -0.66 -34.8 -45.5 -24.2 B Leeward Roof 17.8 59.3 0.89 -0.49 0.18 -25.9 -36.5 -15.2 C&D Roof 0 to 8.9* 59.3 0.89 -0.90 0.18 -47.5 -58.2 -36.8 8.9 to 17.8 " 59.3 -0.90 -47.5 -58.2 -36.8 17.8 to 35.5 * 59.3 -0.50 -26.4 -37.1 -15.7 35.5 to 44.0 * 59.3 -0.30 -15.8 -26.5 -5.2 0 to 44.0 * 59.3 -0.18 -9.5 -20.2 1.2 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. 1 r * Distance from windward edge. .. ... . . . . . .. . .. . . . . ... . WLS4 --[1.7] Copyright©2020 SDG, Inc. too 00, ••• ••• Page 7 of 8 . • • • .:o . .•• •• ..• . .. .. ... . . Wollowick Residence February 19, 2016 ASCE7-10' M,WFRS Net Pressures This data was calculated using the building of all heights method. end Direction 2 # Surface z (ft) q (psf) IG I Cp I GCpi I Ext Pres (psf)I Net w/+GCpi (psf)I Net w/-GCpi (psf) 1 Side Wall 17.8 59.3 0.89 -0.70 0.18 -36.9 -47.6 -26.3 2 Windward Wall 15.0 57.2 0.80 40.7 30.1 51.4 Overhang Top 17.8 59.3 -0.06 0 -3.2 17.8 59.3 -0.57 -30.1 Overhang Bot 15.0 57.2 0.80 40.7 3 Side Wall 17.8 59.3 0.89 -0.70 0.18 -36.9 -47.6 -26.3 4 Leeward Wall 17.8 59.3 0.89 -0.42 0.18 -22.2 -32.8 -11.5 C Windward Roof 17.8 59.3 0.89 -0.06 0.18 -3.2 -13.8 7.5 17.8 59.3 -0.57 -30.1 -40.8 -19.4 D Leeward Roof 17.8 59.3 0.89 -0.47 0.18 -24.8 -35.5 -14.1 A&B Roof 0 to 8.9 * 59.3 0.89 -0.90 0.18 -47.5 -58.2 -36.8 8.9 to 17.8 ' 59.3 -0.90 -47.5 -58.2 -36.8 17.8 to 35.5* 59.3 -0.50 -26.4 -37.1. -15.7 35.5 to 62.0* 59.3 -0.30 -15.8 -26.5 -5.2 0 to 62.0 * 59.3 -0.18 -9.5 -20.2 1.2 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from Windward edge. i .. ... . . . . . .. . .. . . .. . . . . ... . . t .. ... .. . . . .. ... . . .. . . . . . . . . . . .. . . . . . . . WLS4--[1.7] Copyright©2020 SDG, Inc. Page 8 of 8 ... . . . . ... . . . . . . . . . . . . ... . . . ... . . Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- 1 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE kip:= 000•lbf Roof Diaphragm Analysis- Short Direction 1 Building Specifications F36 R Mean Roof Height: h:= 15-ft P zs..-®�...._ ._ Wall Height: H:= 15-ft P26 zoo.............. Building Length: L:= 65-ft 31 Building Width: B := 31.33ft PL ps Expansion Joint? (BINARY: O=No, 1=Yes) I EXP:= 0 Pis t Distance to Joint: (any) .......... ,. WIND WALL LEE WALL SIDE WALL L':= 283.75•ft MWFRS LOADING SIDEWALL LOAD Ls := if[L'>(L- U),L - L',L'j WIND PERP. WIND PARALL. Shearwall at Joint? (O=No, 1=Yes) Windward Wall Pressure sw:= o Height Zi := 15-ft Z,:= 0•ft Z3:= o•ft Z4:= o•ft Z5:= o•ft Z6:= 0•ft z lbf lbf lbf Ibf lbf lbf Pressure P1 := 30.1•— P2:= 0•— P3:= 0•— Pq:= 0•— PS:= 0•— P6:= 0•— ft ft2 ft ft ft ft Leeward Wall Pressure Height ZLR:= 15-ft ZLP:= o•ft Pressure PLR:= –37.1•ft2 PLp:= 0•b Side Wall Pressure Height Zs := 12-ft .. ... . . . . . .. Pressure P –47.6•]bf • ft .. ... .. ... .. . . . .. Expansion Joint Check . . . . . . . . . . . .. Ps := if E,,P,PS,O•ft2 PS = o ft2 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- '_ Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE , Loads due to Windward and Leeward Wind Pressures 6 N [(ZN)2- CZ(N-1)]2] Rww:_ Y 2lbf h Rww= 225.8 ft N= 1 PLR 2 PLP'(ZLP 2- ZLR 1 21 TOTAL LOAD: RLw := 2 + 2 RLw = -278 lbf RTf:= I Rww I + I RLw I RTf=,504 lbf h h ft ft Allowable. RT:= RUM RT= 302.4 lbf. Total Shear 1 ft at End Wall: Vts:= 2•RT•if(Sw,Ls,L) 1Vts= 9.83 kip x:= 0•ft..L Vs(x) := Vts— RT'X VtL:= 2•RT•if(Sw,L— Ls,L) Shear Diagram VtL= 9.83 kip x:= 0•ft..L VL(X) := VtL— RT•x 9.83 5.12 VL(X)•- 0.4 . ........ kip -4.31 -9.02 0 7.79 15.58 23.38 31.17 38.96 46.75 54.54 62.34 1 X.- ft Loads due to Side Wall Wind Pressures (Buildings with expansion joint only) z RT,:= PsH RT,= 0 lbf � 2•h ft Total Shear i , at End Wall: Vt,:_ -R -B V0 kip— T• t, = p y := 0•ft,5•ft..B V'(y) := R Vt, — T y 2 Shear Diagram 1 0.5 . . . . . . . . .. . . . . ... . V(Y) 0 kip -0.5 • ••• • • • • -1 0 3.75 7.5 11.25 •W i• 18.71•• ".5 i••2925• 30 1 Yft ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i ' JorgeNovomP.E Job Title: 12BNEQQST ' Structural Engineer Consultant Job Number 15048 ` 16421 Strawberry way Sheet No. C' 3 / Delray Beach, FL 33484 Date: O1-22'1G , (954)4485208 phone Calculated by: J. Novoo, PE For metal deck shear along "B" ' VS(x) VL(X) vm(x) �= ----- v�(n) �~ ---- 8 B For metal deck shear along "L' V'(Y) V'(Y) v�� --- vVy = ---- L« L- LS @Zone I x:~ 0-ft y := O-ft ' IV~ 9.8 kip Y'(y) ~ Okip VS(x) = 3)l7IV-- �u(y) = OIV-- vt�~ VS(x) + VS(y) vt~ 314--- ft ft ft \hf IV | IVVL(X)� x) ~ 9.8 kip \'(y) ~ O�p � ---/x) = 3|4v�(y) = O--' ��:= VL(X) + v�(y) v\~ 3l4--- ' ft ft ft @ Zone Ila x:~ 35.9-ft yO-ft IV IV IV Vs(x) ~ -lkip \r(y) ~ Okip v»(x) = -32.8--- v m(y) = 0--' vt:~ vuhJ + Vo(Y) »\~ -33--- ft ft ft VL(z) = -lkip \r(y) ~ Okip vL(x) ~ -33IV--- V L(Y) = OW[--- v,:~ vL(x) + VJy) vt~ -33IV--- . ft ft ft @Zone Ilb x = 71.83-ft yO-ft \/»(s) = -}l.9kip \/'(y) ~ Okip vo(x) ~ -3796lb[--- v'o(y) ~ 0Wf--- v/:~ v»(z) tv'u(y) vt~ -380lbf --- ft ft ft VL(x) ~ -ll.Vkip \/'(y) ~ Okip vL(z) = -380IV--- v'L(y) = O |h[--- vt:~ vL(x) + vVy) vt~ -38OIV--- ft ft ft � @ Zone IlUa x:~ 107.16'ft y O-ft Vs(x) ~ -22.6kip \"(y) = Okip vs(z) = -72O6IV--- VIs(y) = OIV-- `\:~ vu(x) + Vu(y) `t~ -?2lIV / ft ft t ft \L(s) = -22.6 kip \/'(y) = Okip VL(X) ~ -721 lbf--- VVy) ~ Olbf--- Vt:~ vz(x) + vVy) vt= -721 lbf --- ft u ft @ Zone Illb u:~ 142-ft y O-ft Vs(x) = -3llkip \'(y) ~ 0kip vo(x) ~ -lO56.; \b[--'V'»(y) ~ O )h[--' Vt:~ vu(n) + V»(y) vt~ -lO57 \bf --- ft ft ft VL(X)x) ~ -33.1 kip \y(y) ~ 0Wy VL(x) ~ -1057IV--- V,c(y) ~ 0IV--- vt:~ VL(X) + VVy) vt= -1057lbf--' @ Zone lVa x:~ 177-ft y 0-ft | Vbf WC Dbf Vs(x) = -43.7 kip Vyy) ~ ONy vuh0 = -1394.7 m�v�� ' ° X) +��(Y) '`~ -l3y5-- o� ° ° °M* ° ° ° °~~' , ft ~ 1 b[ °° ° ° � '° ° �°° ° IV° \L(x) ~ -43J� � p \r ) O� J �� p vz) ~ -l]95- v� ~�� ° :�.��/x) +��y) v,� -- -l39j ft _ ft . � / 'ft @ Zone IVb x :~ 212'ft y = O-ft ° °°° ° ° ° ° ° ° ° ° ° ° �f VshJ ~ -54.3�p \r(y) = 0�p vs(x) ~ -l73�6��»�� ' ° ��~ �s��) + ��(y) ,,~ -l73�--- °� °~ ° � #- ° ~ � °° ° ° °°° °°° °°° I VL(x) ~ -54.3 kip V'(y) ~ Okip vL(x) = -1733IV--- vVy) = OIV-- vt:= VL(X) + vVY) v/= -l7330bf--- ft Diaphragms and Shear Walls 8 C4 TABLE 2 ALLOWABLE SHEAR(POUNDS PER FOOT)FOR HORIZONTAL APA PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS-FIR,LARCH OR SOUTHERN PINEW FOR WIND OR SEISMIC LOADINGW(See also IBC Table 2306.3.1) ........ . ........_ �... ...... ... _ ........... ........ _..__ _.. .......__...., _ _ ._ _ .. . ............__._...— Blocked Diaphragms Unblocked Diaphragms _ -.._...--- ...... .....--- _......._ ..__. ............ Nail Spacing(in.)at Nails Spaced 6'max.at diaphragm boundaries Supported EdgesW (all cases),at continuous panel edges parallel Minimum to load(Cases 3&4), Nominal and at all panel Width of edges(Cases 5&6)(°) Framing ---- Member at 6 __._4 2-1/2W_-.___ Case 1 Minimum Minimum Adjoining (No unblocked Nail Nominal Panel Nail Spacing(in.)at edges or All other other panel edges continuous configurations Penetration Panel Edges and t9 Common in Framing Thickness Boundaries A 2,3 (0)4)W joints parallel (Cases 2,3, Panel Grade Nail Sizem (in.) (in.) (in.) 6 6 4 3 to load) 4,5&6) _....--__.. _._. __._.._. ._-- .. _ _.___._. .._.. ____............._..___ ... 6d(e) 2 185 250. 375 420 165 t 125 (0.113'dia.) 1'1/4 5/16 3 210 280 420 475 185 140 APA .._._..._--- ........_____m.T .__._._ _— 8d 2 270 360 530 600 240 180 STRUCTURAL I (0.131'dict.) 1.3/8 3/8 3 300 400 600 675 265 200 grades _.. ___..__.__- ...._..._ 10dldt 2 320 425 640 730 285 215 (0.148"dia.) 1-1/2 15132 3 360 480 720 820 320 240 ._._._.............. ........ .__� t.r ._ ..___. ___.....-.,.__................. _-....._ 5/16 2 170 225 335 380 150 110 6d 3 190 250 380 430 170 125 ._.._. ....... (0.113"dict.) 1-114 2 185 250 375 420 165 125 i 3/8 3 210 280 420 475 185 140 --- ............._. _._.._.................._.... __............_. APA RATED 3/8 2 240 320 480 545 215 160 SHEATHING; 3 270 360 540 610 240 180 APA RATED 8d 2 255 340 505 575 230 170 STURD-I-FLOOR (0.131"dia.) 1'3/8 7/16 3 285 380 570 645 255 190 and other APA 3 300 400 600 675 265_ 200 grades except 15/32 2 270 360 530 ....600..-240 180 Species Group S 15/32 2 290 385 575 655 255 190 10diat 3 325 430 650 735 290 215 (0.148"dia.) 1-1/2 '„ - 3� 360 480 720 820 „ 320 215 19/32 2 320 425 640 730 285 2AO 15 — _ . ..... i (a)For framing of other species:Find specific gravity for species of (e)8d is recommended minimum for roofs due to negative pressures of r lumber in the AF&PA NDS.Find shear value from table above for nail high winds. size for actual grade and multiply value by the following adjustment (f) The minimum nominal width of frroming members not located at j factor:Specific Gravity Adjustment Fodor=[1-(0.5-SG)[,where boundaries or adjoining pane{edges shall be 2 inches i SG=Specific Gravity of the framing lumber.This adjustment shall rot be greeter than 1 (g)For shear loads of normal or permanent load duration as defined by i 1AF&PA NDS,the values in the table above shall be multiplied by 0.63 (b)Space fasteners maximum 12 inches o.c.along intermediate framing and 0.56,respectively. i members(6 inches o.c.when supports are spaced 48 inches o.c.or greater). Note:Design for diaphragm stresses depends on direction of continu- Fromin of adjoining panel edges shall be 3 inch nominal or wider, ous panel joints with reference to load,not on direction of long dimen- (c) g I g Pa ge sion or strength axis of sheet.Continuous framing may be in either and nails shall be staggered where nails are spaced 2 inches o c.or direction for blocked diaphragms. 2-1/2 inches o.c. 1 (d)Framing at adjoining panel edges shall be 3 inch nominal or wider, and nails shall be staggered where both of the following conditions are met:(1)l Od nails having penetration into framing of more than 1-1/2 inches and(2)nails oro spaced 3 inches o.c.or less. •• ••• • • • • • •• Case t Cas+2 Case 3 ••• Oct"4.0 0 • *•Case s• . r.ed Gose 6 Ir�p FFFl Y • 00 •• • • ••• ••e. .._e_ _.. t 4 Form No. L35BLVk•i 200UA:A&Inineel Wood Association•www,apowood.org 1 • •• •• • • • •• •• Truss Reactions Wollowick Residence Job Number: Sheet No. C5 Date:02-19-16 Calculated By; qhu= 59.3 psf mdl= 15 psf qha= 35.58 psf DL= 25 psf Gcpi+= 0.18 LL= 30 psf a= 4 f OH= 2 f J.S.= 2 ft TRUSS This wind already has the min. DL #of a&OH Parts per Truss Length (R=Rest,A=AII) deducted. 1 II III Mark Length(ft) Eff.Area.(ft) a's (ft a's ft OH (ft) a's (ft) OH (ft) Gravity R(lb) Uplift R(lb) 1 II&III II OH III OH SAMPLE 44 • •• 645.33 R 28.00 4 16.00 2 4.00 0 0.00 0 0.00 2420 -1304.0 -19.87 -41.22 -63.28 -73.95 T-R1 • 35.3*.:•.*415.36. .•R 19.30 4 16.00 2 4.00 0 0.00 0 0.00 1941.5 -1131.2 -19.87 -41.22 -63.28 -73.95 0000.• • • 0000•• 0.0000 • • • • • • 0000•• JACK TPJ ISS .... .� .. #of a&OH Parts per Truss Len th (R=Rest A=AII 0000• 0000 ••• ' ' I 11 III At Wall At Truss At Wall At Truss 0000• •• •• .• . Mark den th:ft)' W.Area. 9's ft a's (ft) OH (ft) a's (ft) OH (ft) Gravity R(lb) Gravity R(Ib 1 II&III 11 OH III OH Uplift R(lb) Uplift R(lb) S "- ; 8 21.33... .JR 4.00 1 4.00 1 2.00 0 0.00 0 0.00 586.67 293.33 -22.36 -58.62 -63.28 -103.79 -550.3 -116.1 JTW... 8 .. .. 21.339*; SJR 0.00 2 8.00 1 2.00 0 0.00 0 .0.00 586.67 293.33 -22.36 -58.62 -63.28 -103.79 -647.0 .309.6 • • • • 0000.. 0000 . • HIP TRUSS #of a&OH Parts per Truss Len th (R=Rest,A=AII Jack 1 II 111 At Wall At Truss At Wall At Truss Mark Length(ft) Eff.Area.(ft2) a's (ft) a's (ft) OH (ft) a's (ft) OH (ft) Gravity R(lb) Gravity R Ib 1 II&111 II OH III OH Uplift R(lb) Uplift R(lb) SAMPLE 8 42.67 0 0.00 r 5.66 0 0.00 1 5.66 1 2.83 1564.44 782.22 -21.21 -50.60 -63.28 -90.04 -1010.0 -549.7 HTR1 8 42.67 0 0.00 r 5.66 0 0.00 1 5.66 1 2.83 1564.44 782.22 -21.21 '-50.60 -63.28 -90.04 -1010.0 - -549.7 I- Microsoft Current Date:2/19/2016 10:43 AM Units system:English File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineering\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ C6 Load condition:DL=Dead load Lands Global distributed-Members 0 Local distributed-Members l s Concentrated-Nodes GTRI—DEAD LOAD&REACTIONS l l 0.0551Kipttt] Fy=3A3[1<ip] Fy-0,78(tC -D.29(Ifip •0.29[t6p -0.29[tFip -0.29[lfip -0.28(#6) -0.29(tfip -0.29ltfiq -029[ICD -O,T (i j18(I{iP1 Fy=3.08[Kip] Y l wx I • •• • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • •• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1 ►- -S,17w1nt(eg Microsoft Current Date:2/19/2016 10:44 AM Units system:English File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineering\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ C7 Load condition:WIND=WIND Loads Global distributed-Members Local distributed-Members Concentrated-Nodes G7"RI - WIND LOAD& REACT"IONS I M 1 i 3 Fy~-2.fi6[Itipiy'O:SS{KCpJ=0:31(KrpJ=0.31jK3pj39(Ki]=0.3-1 fk =®.31(�fQ:3 = 1(K =D =4:3tlKiiyj :31�Lpj�D {15(Kipj Fy="2:72[ aPI I 0.042(Kiptftj Y A z X • r� I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• i I •• • • • • • • • • • •• • • ••• ••• • ••• • • • • ••• • • • •• •• • • • •• •• f It Current Date:2/19/2016 10:45 AM Units system:English File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineering\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ C8 Load condition:DL=Dead load Loads Global distributed-Members Local distributed-Members Concentrated-Nodes GTR2- DEAD LOAD& REACTIONS .0.055K'01 � 7- Fy=9.06jKjpj Fy=-3-08[Ki;gr--l.94[Ki# Kipg jy=-1.94fy=-1,94[k;I j=-- 1 41�� =T.�44CKi Y—=-i-.94 CKi0j�:�94(Ki0jy=-1.94—(K1p] Fy=10.89[Kip) is Y :00 :0 00 00 060 0:0 00 00 0 0 0 *0 00 *09 0 0 0*0 0 0 Ben t teMicrosoft 'Current Date:2/19/2016 10:46 AM Units system:English C9 File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineed ng\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ Load condition:WIND=WIND Loads Global distributed-Members ® Local distributed-Members Concentrated-Nodes GTR?- WIND LOAD& REACTIONS 3 E � y=6:t14[Kipj �F-y-2 72[Ki F y-1.11(Kapy-1 11[KtplFy=1':11[Kip[�1.11[K`i{i Microsoft Current Date:2/19/2016 10:46 AM Units system:English File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineering\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ CIO Load condition:DL=Dead load Dads Global distributed-Members ® Local distributed-Members Concentrated-Nodes GTR3 -DEAD LONG&REACTIONS I r ! -0,055[Kiptft] t Fy=12.54[Kip�_.__........ Fy —9.06[Kip] Fy=-1.94(Kipj Fy--1.94[Kip] FY=-1.94Kj)j3.1[Kipj' y=6.41(Kip) L.. 1 Y t c •• ••• •• • • • •• • • • • • • • • • • • •• • • ••• ••• • ••• • • • • ••• • • Microsoft Current Date:2/19/2016 10:46 AM Units system:English File name:C:\Users\jnovoa\Documents\Chip Bak-up\Engineed ng\Job Folders\2015\15048-1255 NE 99ST Renovation\Calcs\Girder Reactios.etz\ C11 Load condition:WIND=WIND Loads r Global distributed-Members ® Local distributed-Members Concentrated-Nodes GTR3 -WIND LOAD&REACTIONS I { i y'8 ' (�y= Y=1.132 .72Cpl.37(Kipj+ 0.042[Kiplft) Fy--4.52(t{ipJ .__-e-,_----..._....___-----____............._... Y � X •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • •• • • ••• ••• • 1 • • • • • • • • • • • •• •• • • • •• •• Cl2 GIRDER FTG 1.25 ft Service Soil Bearing Maximum Bearing 1387.41 psf DL+LL a.► A Max/Allowable Ratio .694 w A B 12 in 1387.41 psf t� 0 psf r41 4Jc w � :Q U') e , ` uplift D C Flexure Design Maximum MuXX/0 5.382 k-ft ACI 9.1 D T l �*m X Maximum MuZZ/0 6.913 k-ft ACI 9.1 3.5 ft < ` A B Z X Dir. Steel: .907 in (min) c Z Dir. Steel: .907 int (min) N H DE C M Maximum Shear Check Ratios (Vu l0 Vc) Two Way (Punching) Shear .15 ACI 9.1 Allowable Soil Bearing :2000 psf One Way Shear, X dir. cut .101 ACI 9.1 Concrete Weight : 150 pcf One Way Shear, Z dir. cut .132 ACI 9.1 Concrete f c :3 ksi Steel fy :60 ksi Overturning Moment Safety Factors (OTM SF) OTM SF About X-X Axis NA DL+LL OTM SF About Z-Z Axis NA DL+LL Concrete Bearing (For Vertical Loads Only!) Maximum Bu /0 31 k ACI 9.1 Allowable Bc 489.6 k Loads P (k) Vx (k) Vz (k) Mx (k-ft) Mz (k-ft) Overburden (psf) DL 7 100 LL 7 +P .�+Vx ,�.,�+Vz hE�I+Mx �+Mz +Over � 1f-r^L- -1113 A D D C B A A D .. ... . . . . . .. .. ... .. . . . .. . . . . . . . . . . . .. . . . . . . . . . ... . . . . ... . . . . . . . . . . . . ... . . . ... . . Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C -13 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE Exist Concrete Beam Check Concrete Properties& Beam Data Concrete Data 0 := .9 fy:='60000-psi fc:= 4000-psi 0.85 Tie Reinf#3 r:= .375-in Conc. cover c:= 1.5-in Modulus of Elasticity Conc. Ec:= 57000 fc psi Ec= 3.605 x 106 psi E,:= 29.106•psi Beam Span L:= 6ft Beam Size h:= 16-in b:= 8in Try#5 Reinf. bd:= 0.625•in d:= h - c - r- 2•bd d = 13.812 in dp:= c- r- 2 bd dp= 0.812 in dt:= d + 1•bd dt= 14.125 in 2 I Beam Loads DL:= 645•plf LL:= 645•plf Beam Weight B,:= 1•ft• b 1•ft• h 150 cf g 12-in 12-in) p BW= 133.333 plf DLT:= DL+ BW 4 Total Design Load: WU:= 1.2-DLT+ 1.6-LL W„= 1966plf 1 2 � Design Positive Moment(Per ACI chapter 8 Coefficients) M°t'- 8.W°L Mut= 8.847 kip•ft Assuming c/dt= 0.32 c:= 0.32•dt c= 4.52 in a:= (31•c a= 3.842 in Bottom Steel: Asl := 0.62•in2 (2#5 Bottom) 1 � Mnl := Asl•fy(d - a) Mnl = 442.36in•kip 2 Required Mn is Mat r Mn:_ — Mn= 117.96 in-kip If Mn> Mnl Doubly-Reinf is needed t 0.9 If Mn< Mnl Doubly-Reinf is not needed and provide (2)#5 nbars:= Asl nbars= 1.409 Bars Bottom .•' '•: .•. .•' 0.44in2 . . .. . . . . ... . .. ... .. . . . .. Mn2:= Mn- Mn] Mn2 = -324.404 in.kip C(c- Z06y- dp) ..0 f. &S:= 0.003 es= 2.461. iy:0 sF r• sry =• x 10 s If es> ey hence the compressiog�slegl yiejdgd•Ojj• • • . .. .. . . . .. .. 5' Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- 14 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE Doubly Reinforcement Sc:= 0•in•kip if(Mn2 > Sc,Mn2,Sc) 2 As2:= As2= 0 in fy•(d - dp) Total Bottom Steel =Abott Abott:= Asl + As2 Abott = 0.62 int Total Top =Steel A Atop:= As2 Atop= 0 int Atop Alternative Check: st:= 0.0031(dt- c)1 st= 6.375 x 10 3 If st > 5 x 10-3 OK LL c J Check for Minimum Reinforcement 200.psi P min f P min = 0.0033 y Amin:= p,,,in•b•d Amin= 0.368 int For Single Reinforcement A p := sl— p = 5.611x10_3 b•d > Pmin OK For Doubly Reinforcement P Abott p = 5.611 x 10 3 p2 := Atop b•d b•d P2 = 0 Pactual P — P2 Pactu3al = 5.611 x 10 > Pmin OK #of Bars to Provide Atop= 0 int btop:= Atop btop= 0 0.441n2 Use (2)#5 bars @ the Top Abott= 0.62 int bbott:= Abott ••.bbot•-062 6 :b'se (2)#5 bars @ the Bottom lin • • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• r i Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- 15 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE ' Max Shear 0) Support (From ACI Coefficients) 0.75 1.15 Maximum Reaction Vu:_ 2 —•(Wu•L) Vu= 7 kip Allowable Concrete Shear Vc:= 2 fc psi•b•d Vc= 13.977 kip < 2*Vu Reinf. Req'd Section check Vs:= Vu – VC Vs= -4.934 kip 8 fc psi•b•d = 55.909kip If Vs <8 4fc psi•b•d 0 OK Shear provided by Reinf. (Av•fyd) For#3 Reinf. Av:= 2•(0.1])in Spacing s:= Vs s= –36.955 in smax:= d smax= 6.906 in OK 2 Distance Where Shear Reinf. is not Req'd. xs:_ L L rVc•(0.5•L)– L XS= –3.182 ft Vu 2 Deflection Check (Computing The Effective Moment of inertia Modulus of Rupture of Concrete f,:= 7.5 0.62•in2 fc•psi fr= 474.342 psi p :_ b•d 3 Gross Moment of Inertia Ig:= b 12) I9= 2731 in yt:= 2 Cracked Mom. Mcr fr 19 Mer= 13.5 kip-ft M := Mut— M = 5.708 kip-ft > Mcr OK yt 1.55 Abott•fy ' Elast. Ratio n:= BS n = 8.044 Dist Neutral x c:= c= 1.609 in E 0.85-PI-fob c 3 Cracked Moment Inertia Icr:= bb—c + n•Abott•(d – c)2 ICT= 753.877 in 3 3 Eff. Moment inertia Ie:= C M •Ig+ 1.0Mcr)3] Icr Ie= 26866 in Ie = 9.838 M JJ M Ig OK Total Load Defection $ (tL2 ; ; ¢ 0 0004in Unfactored Loads 0 so* •00 • • • • • Long Term Deflection Factor X := 2 X = 1.562 5t:= �.-8 8t= 0.0006 in 1 # 50"• • • • • • . . . • . • . . • • Allowable Beam Deflectionau:`–•1: ; •• • Fall 10.:in > 8A OK ::i • 240 • ••• ••• •• Use 8" x 16" Beam W/ (2)#5 Bottom and 2 #5 Cont. Top ... . & #3 Stirrups (aD- 7" o.C. . . . ... . .; ;•; ; ; . .. .. . . . .. .. ••• • 4• • ••• • 0 Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- 16 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE 1 nd Mr. CMU Design Height of Wall H:= 10-ft Height of Parapet P:= O•ft (to roof level) Assumed bar spacing b:= 32-in Load per Width of Wall: Total Load: ` lbf lbf (See ASCE7-10 for 30 sf) Wind Load WL:= 50.2•— Ww:= WL•b Ww= 134— F ft ft Floor Live Load LL:= 645•lbf LLt:= LL•b LLt= 1720 lbf Eccentricity ed:= O•in ft Floor Dead Load DL:= 645•lbf DLt:= DL•b DLt= 1720 lbf Eccentricity el:= O•in ft Acting Moments Between Supports H PZ 2 H2 t t MPDS:= Ww .•(H+ P)'.(H- P)2+ DLt•ed•0.5 + LLt•el•0.5 MPDS= 16731bf•ft 8•H2 @ Top Supports Mneg:= 1 .Ww•P2 Mneg= O lbf•ft -> Governs Governing Moment M := if(MPOS> MnepMPOS Mnej M= 1673lbf-ft Wall Weight @ Max. Moment WWau:= (65-1ft Jb21•[P+ (H- x)]•b WWail= 867 IV Material Properties Note fm:= 1500-psi f := 24000-psi F'm-1500; Em = 1.6 Em:= 1.6 106 psi Es:= 29 106 psi F'm=2000; Em = 2.2 F'm=2500; Em = 2.4 n := n 18.125 Es F'm=3000; Em = 2.5 — = Em ' • • • . . . • • •• • . . . ... • • • . . . • .. ... .• . . • .• •.• . . • . . • • . . • .0. . . 00 0 0 000 . . . . • . • . . • . •• •• . • . •. .. 6W2015 Florida balding Code Online 4 • 2 Y _ 'M 'Stain.,. .1� �yM�,,.: }" F� YG . . t��M1�� r e iL, � `Y' � r. •, •/A li �I ray _� � - moi: Honda[ }d(tTTietlt°� ec[s Home Log to User Registration Hot Topics j Submit Surcharge Stats&Facts ( Publications ! FBC Staff 13C1S Site Map Unks Search Busines Professi al o product Approval USER:Public User Regulation Product Approval Menu>Product or Aoclication Search>Application List>Application Detail ;. FL# FL4334-119 Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber i sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory _ Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards • •• • • • • ••• • Certified By ••• ••i •00 �•• 0 ••• t t • • • • • • • • • • • Product Approval Method. Method 1 Option A Date SiuumiueU • •d6/U�j1(i� • Date Validated •0• 0• •0 ••06/0��20�5 •� Date Pending FBC Approval hffps://floridabuilcirig.orgtpr/pr app dH.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGKp/o2fQyxxFHIC78p/o2fE%3d 1/3 Jorge Novoa, P.E. Job Title: 1255 NE 99 ST Structural Engineer Consultant Job Number: 15048 16421 Strawberry way Sheet No. C- 18 Delray Beach, FL 33484 Date: 01-22-16 (954)-4495208 phone Calculated by: J. Novoa, RE Bar Lap 0.002 lld:_ psi •db•fs lid= 23.252 in lap:= if(fs>Fs80,1.5•11d,11d) lap= 23.252 in Minlap:= 40.db Minlap = 25 in BarLap:= if(Minlap, >lap,Minlap,lap) Minimum Required Bar Lap is BarLap= 25 in Acting Deflection x = 5 ft Between Supports Ww•x a 2 2 ( 3 2 2 2 2)] 24•Em•Ix•H C @ Pt. of Max Moment 8 H — 2•H x + H•x — 2 P •H + 2•P •x / 8 = 0.342 in H = 351 H = 0.5 in OK 8 240 @ Tip of Parapet 813:= W`� P •(4•PZ H— H3+ 3•P3) ' 24-Ern-Ix g Sp= 0 in P-2240 = 0 in OK 8" CMU Reinforced with #5 (a, 32" O.C.Min Lap 25" . . . . . . . . . . 000 t ••• • 0 000 • • • • •• • • • • w • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f�C 16 -gsz SIM200802 C MAR go 2016 ' Used for Florida State.Wide Product Approval Y: FL11473 Products on this Report which are approved: Product FL# Product FL# D_ETAL20 1.147.3.1 LGUM210-2-SDS 11473.12 CFGTR__._..---11473.2 LGUM210-3-SDS 11473.13 FGTRE 11473.2 LGUM210-4-SDS 11473.14 FGTRHL 11473.2 LGUM26-2-SDS 11473.12 , FGTRHR 11473.2 LGUM26-3-SDS 11473.13 HETA12 11473.3 LGUM26-4-SDS 11473.14 HETA16 11473.3 LGUM28-2-SDS 11473.12 HETA20 11473.3 LGUM28-3-SDS 11473.13 HETA24 11473.4 LGUM28-4-SDS 11473.14 HETA40 11473.4 LGUM410-SDS 11473.15 HETAL12 11473.5 LGUM46-SDS 11473.15 HETAL16 11473.5 LGUM48-SDS 11473.15 HETAL20 11473.5 LTA1 11473.16 HGAM10 11473.6 META12 11473.17 HGUM5.25 11473.7 META14 11473.17 HGUM5.50 11473.7 META16 11473.17 HGUM7.00 11473.8 META18 11473.17 HGUM7.25 11473.8 META20 11473.18 HGUM9.00 11473.8 META22 11473.18 H H ETA12 11473.9 M ETA24 11473.18 H H ETA16 11473.9 M ETA40 11473.18 HHETA20 11473.9 MSTAM24 11473.19 HHETA24 11473.10 MSTAM36 11473.19 HHETA40 11473.10 MSTCM40 11473.19 3 HM9 11473.6 MSTCM60 11473.19 HTSM16- `^11473-11' MTSM16 11473.2 HTSM20 11473.11 MTSM20 11473.2 .�. .. .. . . ... ... . SIMPSON STRONG-TIE COMPANY, INC ... . . . . ... . . .. . . . . . . . . . . . . . . . . . . ... . . . ... . . 9 7 Jax Apex Technology, Inc. FBPE CA NO. 7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224/904/821-5200 t 1 1 Evaluation reports are the opinion of the engineer who prepared the report,based on the findings,and,in no way constitute or imply approval by a local building authority. The engineer, in review of the data submitted, finds that, in his opinion, the product, material, system, or method of construction specifically identified in this report conforms with or is a suitable alternate to that specified in the Florida Building Code,SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technology), is the authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code.All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors I SUBMITTED BY: SIMPSON STRONG-TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson-, the Florida engineer who prepared this report, and Apex Technologyhave no financial i terest' • n,anu�aoturin sales, or distribution of the n >� I'll g, products included in this report. 04effn r.'Ar1ie;o1r4ndo4pex Technology comply with all criteria as stated in Florida AdmirliStrat% CbdCCharer 913-72.110. 2. PRODUCT NAME • ••. 00: . . . • .•. . . . . .. . . . . Truss to Wall Connectors ••• ••• :0,. ;•• ••• MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Page I of 13 ••' "' 1 i • • i•• • • i Simpson Strong-Tie • •• •• • • • •• •• ••• • • • ••• • • Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETAL16, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR Wood to Masonry Hangers LGUM26-2, LGUM28-2, LGUM210-2, LGUM26-3, LGUM28-3, LGUM210-3, LGUM26-4, LGUM28-4, LGUM210-4, LGUM46, LGUM48, LGUM410, HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 3. SCOPE OF EVALUATION Load Evaluation as a Structural Component using the requirements of the Florida Building Code, Building. 4. DESCRIPTION: 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common nails, and fastens to the wall with either'/4X2'/4° Titen Masonry Screws for a masonry wall, or'/4X13/4"Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. ; 4.2 HTSM16 and HTSM20 Twist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete Walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either 1/4x2%"Titen Masonry Screws for a masonry wall, or'/4X13/4"Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson '/4 X 1'/"SDS screws (provided with the part), and fastens to the wall with either%x2/4 Titen Masonry Screws for a masonry wall, or'/4X13/"Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule.,echmelsipns and allowable loads are shown in Table 1. See figure 2 for additional details ofIle eV9; ; ;•; .. ... .. . . . .. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson:/OX %2" SDtesorews (CrFovided with the part), and fastens to the wall with '/4X2'/4'Titen Mpsop4ySgewsA.•AlbArableiloeds are shown in Table 2. The HGAM10 is manufactured frofi 14 gaugeSteel meting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle ••• • • • • ••• • • f Page 2 of 13 • • •' ' ' Simpson Strong-Tie • • • . • • • { fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 3 for additional details of the HGAM10. 4.5 META, HETA, HETAL, HHETA Embedded Truss Anchors. Embedded Truss Anchors are used to anchor a wood member(usually a truss)to a masonry or concrete wall. Embedded truss anchors fasten to a single-ply wood truss with 10dx 1'/2 nails or to a multiple-ply truss with 16d common nails. They are embedded in the masonry or concrete wall to a depth indicated on the side of the anchor(4"for META, HETA, and HETAL, and 51/16"for HETAL). The strap portion of the anchor is 1'/8"wide. The anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, with the exception of the truss seat of the HETAL which is manufactured from steel meeting ASTM A653 SS Grade 33. Steel thickness is as specified in Table 9. The galvanized coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2 for single installations and Table 3 for double installations. See Figures 4 and 6 for additional details of single and double embedded truss anchors. , 4.6 LTA1 Lateral Truss Anchor. The LTA1 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The LTA1 fastens to the wood member with 10dX1'/2" common nails and has legs which are embedded into the wall system. Allowable loads are shown in Table 2. The LTA1 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Truss anchor fastener schedule, dimensions and allowable loads are shown in Table 2. See Figure 5 for additional details of the LTA1. 4.7 DETAL20 Double Embedded Truss Anchor. The DETAL is a high capacity connector used to anchor single-ply wood trusses or rafters to masonry or concrete walls. The DETAL fastens to the wood members with 10dx1'/z" nails. They are embedded in the masonry or concrete wall to a depth of 4'/z inches. The strap portion of the anchor is 1'/8"wide. The strap anchors are manufactured from steel meeting ASTM A653 SS Grade 50, Class 1, and the truss seat is manufactured from steel meeting ASTM A653 SS Grade 33. The strap anchors are 16 ga. steel and the seat is 18 ga. steel. The galvanized'coating complies with the G90 requirements of ASTM A653. Embedded truss anchor fastener schedule, dimensions and allowable loads are shown in Table 3. See Figure 6 for additional details of the DETAL. 4.8 MSTAM, MSTCM Wood to Masonry Strap Tie. The MSTAM and MSTCM Strap Tie models are used to provide a tension connection between wood members and a masonry or concrete structure. The MSTAM Straps are 1%"wide for use on 1'/2"and larger members. They are installed with 10d common nails to the wood and either '/4x2'/4°Titen Masonry Screws to masonry, or'/4X13/"Titen Masonry Screws to concrete. The MSTCM Strap is 3"wide for use on doubled 2-by or single 4-by and larger members. They are installed with 16d sinker nails to the wood and either%x2%" Titen Masonry Screws to masonry, or%x13/4" Titen Masonry Screws to concrete. The MSTCM Strap has countersunk nail slots for a lower nailing profile and coined edges for safer handling. The straps are manpjf cturad from steel meeting ASTM A653 SS Grade 50, Class 1, of a thickness as qpecifieO in.'tajle,4; A j galvanized coating complies with the G90 requirements of AnM 1 53.;Wgortrystrap fastener schedule, dimensions and allowable loadVare MovJl1'in table It.*See Figure 7 for additional details of wood to masonry straps. •.• 4.9 FGTR, FGTRE, FGTRHf„IFGirRHFtFic;,M u;t birder Tie Down. The FGTR is a non-pitch specific girder tie dbwrt that dgM lr,psed;ip,neVoconstruction or retrofit applications to tie down a girder truss or beam to a concrete or masonry wall. The Page 3 of 13 0:0 : : 0:0 • ••• • • . • . . . 0 . Simpson Strong-Tie FGTR can be installed in a single application or can be doubled to achieve a higher uplift capacity. The FGTR fastens to the truss with Simpson Strong-Tie SDS%"wood screws, and fastens to the masonry or concrete wall with Simpson Strong-Tie '/2" diameter Titen HD fasteners, which are supplied with the connector. The FGTRE uses a strap that is oriented with its flat dimension parallel to the truss for placement at the end of walls when the truss is parallel to the wall. The FGTRHL and FGTRHR are designed with the flat dimension of the strap at a 45 degree angle to the truss for anchorage of hip trusses. The FGTR straps are manufactured from 7 gauge ASTM A- 1011 Grade 33 steel having Fy=33ksi and Fu=52ksi and the plates are made from 3 gauge ASTM A-1011 Grade 33 steel having Fy=33ksi and F„=52ksi. They have a gray powder coat finish. Girder tie down fastener schedule, dimensions and allowable loads are shown in Table 5. See Figure 8 for additional details of face mount girder tie down connectors. 4.10 LGUM, HGUM Masonry Girder Hangers. LGUM and HGUM girder hangers are high capacity joist hangers that are used to connect wood girders and beams to masonry or concrete walls. The LGUM and HGUM use Simpson Strong-Tie Titen HD anchors to attach to the masonry or concrete wall, and Strong-Drive Screws (which are provided) to attach the beam to the hanger. To install the Titen HD anchors, drill holes of the same diameter as the anchor into the masonry or concrete. Holes should be 1/2" deeper than the specified Titen HD length. The SDS screws are installed best with a low-speed 1/2" drill and a %" hex head driver. Predrilling holes for SDS screws is not required. The LGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 40 with minimum yield and tensile strengths of 40 and 55 ksi (275 and 379 MPa), respectively. The HGUM is manufactured from galvanized steel complying with ASTM A 653 SS Grade 33 with minimum yield and tensile strengths of 33 and 45 ksi (228 and 310 MPa), respectively. The galvanized coating complies with the G90 requirements of ASTM A 653. The steel thicknesses are 0.099" (2.51 mm) for the LGUM, and 0.173" (4.39 mm) for the HGUM. Girder hanger fastener schedule, dimensions and allowable loads are shown in Table 6. See Figure 9 for additional details of masonry girder hangers. 5. MATERIALS 5.1 Steel. Steel specifications for each product listed in this evaluation report shall be as indicated in the previous section. 5.2 Wood. Wood members to which these connectors are fastened shall be solid sawn lumber, glued-laminated lumber, or structural composite lumber having dimensions consistent with the connector dimensions shown in Tables1 through 6. Unless otherwise noted, lumber shall be Southern Pine or Douglas Fir-Larch having a minimum specific gravity of 0.50. Where indicated by SPF, lumber shall be Spruce- Pine-Fir having a minimum specific gravity of 0.42. 5.3 Nails and Bolts. Unless noted otherwise, nails shall be common nails. Nails shall comp)y with ASTM F 1667 and shall have the minimum bending yield strengths Fyb: Common Nailai 3nR Di w4tel •` Pennyweight8. •j tneh :.: Fyb (psi) 10d 60* 0!'148• 90,000 16d sinker 0.148 90,000 16d ••• 0.162. 90,000 Fasteners for galvanized coctQrs in prls90rereser 7atwe treated wood shall be hot-dipped zinc coated galvp4lzeQSteefYu Irggatin9•vXe;,14s in accordance with ASTM A153. Fasteners for stainless steel connectors shall be stainless steel. Page 4of13 ••� • • • • •�• • • i ' ` ' • • • • son Sim Strong-Tie • • • ••• • • • P g 5.4 Concrete/Masonry. Concrete and Masonry design specifications shall be the stricter of the specifications by the engineer of record, the Florida Building Code minimum standards, the following, or as noted in the report: Material Specification Minimum Compressive Strength Concrete, f - 2500 psi Masonry, f m ASTM E447 1500 psi Masonry Unit ASTM C90 1900 psi Mortar ASTM C270 Type S 1800 psi or by proportions) Grout ASTM C476 2000 psi or by proportions) 6. INSTALLATION Installation shall be in accordance with this report and the most recent edition of the Simpson Strong-Tie Wood Construction Connectors catalog. The Information in this report supercedes any conflicting information between information provided in this, report and the catalogue. 7. SUBSTANTIATING DATA Test data submitted by Testing Engineers Inc. and Product Testing, Inc., and signed and sealed calculations performed by Jeremy Gilstrap, P.E., and Samuel Hensen,. P.E., performed in accordance with the 2007 Florida and Residential Building Codes. Product Test Number Date Tested MTSM B845, H756 2/27/90, 12/6/00 HTSM 02-3667 1/30/02 HM9 Uplift 02-3793 5/15/02 HM9 F1 Direction 02-3793 5/15/02 HM9 F2 Direction 02-3793 5/15/02 HGAM10 Uplift 02-3884 7/29/02 HGAM10 F1 Direction H046 3/25/99 HGAM10 F2 Direction H141 6/22/99 META Uplift 02-3674, 02-3802, 6/4/02, 6/8/02, 7/24/02, 2/8/04 02-3861, 04-4675 META F1 02-3674, 02-3802 6/4/02, 6/8/02 META F2 02-3674, 02-3802, 6/4/02, 6/8/02, 7/24/02 02-3861 HETA Uplift 02-3803, 02-3862, 6/10/02, 7/26/02, 2/8/04 04-4676 HETA F1 02-3803 6/10/02 HETA F2 02-3803, 02-3862 6/10/02, 7/26/02, HHETA Uplift 02-3676, 02-3863, 6/4/02, 7/29/02, 2/7/04 04-4674 HHETA F1 02-3676 6/4/02 HHETA F2 02-3676,'02 383; .0%1/Q2»7/ 02 02-3801,.02-3&2,*: ' /2F HETAL Uplift •. ..: ..: *. 0?0�, 7 /02, 2/8/04 04-4676 HETAL F1 I D793 3/17/94 . . • 000 . 000 000 . . *00 .. . . . . . .- . . . .. . . . . . . .. . . ... ... . Page 5 of 13 0:0 ; ; Simpson Strong-Tie . .. .. 00 . .. .. ... . . . ... . . i i f Product Test Number Date Tested HETAL F2 D844 3/28/94 DETAL Uplift 0797 3/28/08 DETAL F1 0795, 0799 5/12/08, 3/27/08 DETAL F2 0796, 0798 6/05/08, 3/28/08 LTA1 Uplift 02-3616 2/13/02 LTA1 F1 02-3616 2/13/02 LTA1 F2 02-3616 2/13/02 MSTAM24 Uplift 02-3795 5/17/02, 5/17/02 MSTAM36 Uplift 02-3795 5/17/02, 5/17/02 MSTCM40 Uplift 02-3796 5/31/02 MSTCM60 Uplift N471 1/26/07 FGTR Uplift 04-5004, 04-5005 10/6/04, 10/6/04 FGTRE Uplift 04-5010 10/29/04 FGTRHL/R Uplift 04-4915 10/13/04 LGUM Down M202,M 203, M204, 7/13/06, 7/13/06, 7/13/06, 7/14/06, M222, M224 8/03/06 LGUM Uplift M211, M212, M213 8/18/06,8/18/06, 8/21/06 HGUM Down M207, M209,M216, 9/11/06, 9/11/06, 10/20/06, 10/20/06 M217 HGUM Uplift M729, M731 8/3/06, 8/04/06 8. FINDINGS r Upon review of the data submitted by Simpson Strong-Tie, it is my opinion that the models as described in this report conform with or are a suitable alternative to the standards and sections in the 2007 Florida Building Code, Building, and the Florida Building Code, Residential code editions listed in section 10 of this report, subject to the limitations below. Maximum allowable loads shall not exceed the allowable loads listed in this report. 9. LIMITATIONS: 1. Maximum allowable loads shall not exceed the allowable loads listed in this report. Allowable loads listed in this report are based on allowable stress design. The loads in this report are not applicable to Load and Resistance Factor Design. 2. Capacity of wood members is not covered by this report. Capacity of wood members must be checked by the building designer. 3. Allowable loads for more than one direction for a single connection cannot be added together. A design load that can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift+ Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate + Design Lateral Perp. to Plate/Allowable Lateral Perp. to Plate < 1.0 .. ... . . . . . .. 10. CODE REFERENCES • Florida Building Code, Building 2007 Edftibn •' •• Section 104.11 Alternate Materials and Methods Chapter 1714.2 Load MTe6t Procedure Specified. ecified. Chapter 21 .�jonry. . . •. . . . ; ; • ; ; Chapter 22 gtvel ;• ••• ;•• *0 ••• Chapter 23 Wood Page 6 of 13 "• ••• • ' '•• Simpson Strong-Tie . . . . . . . . . . . + Florida Building Code, Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: The tables that follow reference the allowable loads for the aforementioned products. TABLE 1 ALLOWABLE LOADS AND FASTENERS FOR TRUSS TO MASONRY OR CONCRETE WALL CONNECTORS Fasteners Allowable Uplift Loads et MU Length (1 0 Model Ga Lh Southern No. (in.) Concrete Truss/Rafter (CMU (Tit ret Pine/Douglas Fir- Spruce-Pine-Fir Larch MTSM 16 16 16 7-10d 4-'/4X2'/4 4-'/4X 13/4 875 755 MTSM20 16 20 7-10d 4-'/4X2/4 4-'/4X13/4 875 755 HTSM16 14 16 8-10d 4-'/4X2'/4 4-1/X13/ 1175 1010 HTSM20 14 20 10-10d 4-'/4X2'/4 4-'/4X13/ 1175 1010 HM9 18 - 4-SDS'/4X1'/z 5-'/4X2'/4 5-'/4X13/4 805 690 HGAM10 ' 14 - 4-SDS'/4X1'/2 4-'/4X2'/4 4-'/4X2'/4 850 850 Notes: 1. Loads include a 60%load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 635 lbs(DFUSYP)&545 lbs(SFP),and allowable F2 load shall be 200 lbs(DFUSYP)& 170 lbs(SPF). 3. HGAM10 allowable F1 load shall be 1005 lbs(DFL/SYP)&870 lbs(SFP),and allowable F2 load shall be 1105 lbs (DFUSYP)&950 lbs(SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2%"must be used when framing anchors are installed on each side of the joist or truss. + HGAM10 / HM9 s r Fi Fz Moisture barrier not shown .. ... . . . . . .. . .. . . . . ... . Figure 1 ..�Fie2.; '.' ; ••' Figure 3 Fi g T ical HGAM10 Installation Typical MTSMM/HTSM Application Typical HM9 Installation yP ... . . . . . 000 000 000 . .. . . . . . . . . . .. .. . . ... ... . Page 7 of 13 ',' ; ; •;• ; ;•; Simpson Strong-Tie . .. .. . . . .. .. ... . . . ... . . r TABLE 2 ALLOWABLE LOADS AND FASTENERS Uplift Lateral Loads Model No. Ga H 1 Ply So.Pine Truss 2 or 3 Ply F, F2 So.Pine Truss ( mllelto (PerPen.to Fasteners Load Fasteners Load wa0) walk META12 8 7-10dxlY, 1450 6-16d 1450 340 725 META14 10 7-10dx1'/z 1450 6-16d 1450 340 725 META16 12 7-10dx1Y2 1450 6-16d 1450 340 725 META18 14 7-10dx1'/2 1450 6-16d 1450 340 725 18 6-10dx1'/ 1270 5-16d 1245 340 725 META20 16 7-1Odx1 Y2 1450 6-16d 1450 340 725 META22 18 7-10dx1Y2 1450 6-16d 1450 340 725 META24 20 7-1Odx1Y2 1450 6-16d 1 1450 340 725 META40 36 7-10dx1'/z 1450 6-16d 1450 340 725 HETA12 8 7-10dx1'% 1520 7-16d 1780 340 725 k HETA16 12 9-1Odx1Y2 1810 8-16d 1810 340 725 8-10dx1'/z 1735 7-16d 1780 340 725 HETA20 16 16 9-10dx1'/z 1810 8-16d 1810 340 725 HETA24 20 9-1Odx1Y2 1810 8-16d 1810 340 725 HETA40 36 9-10dx1'Y2 1810 8-16d 1810 340 725 HHETA12 8 7-10dx1'/z 1565 7-16d 1820 3406 815 HHETA16 12 10-10dx1'% 2235 9-16d 2235 3406 815 9-10d x 11/2 2010 8-16d 2080 3406 815 HHETA20 14 16 10-10dx1'/s 2235 9-16d 2235 3406 815 HHETA24 20 10-10dx1Ys 2235 9-16d 2235 3406 815 HHETA40 36 10-10dx1Y2 2235 9-16d 2235 3406 815 HETAL12 7 10-10dx1Yz 1085 10-16d 1270 415 1100 HETAL16 16 11 14-1Odx1Y2 1810 13-16d 1810 415 1100 1 HETAL20 15 14-10dx1Yz 1810 13-16d 1810 415 1100 LTA1 18 3'/6 12-10d x 1% 1420 12-10d x 1'/2 1420 485 1425 Notes: 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Five nails must be installed into the truss seat of the HETAL 3. Parallel-to-plate load towards face of HETAL is 1975 lbs. 4. Minimum f is 2,OOOpsi 5. It is acceptable to use a reduced number of fasteners in a product provided that there is a reduction in load capacity. The load per nail can be approximated by dividing the allowable load by the number of fasteners. This concept applies to all member sizes. There should be a minimum of 4 nails installed in the strap. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6- 16d or 7-10dx1'/2"fasteners are used with the META anchor. 6. The HHETA allowable F1 load can be increased to 435 pounds if the strap is wrapped over the truss and a minimum of 12 nails are installed. , A, stere barns. t •• ••• • • • net00 0 1't • • •• • 00 T YP�ical META "` `..: •• • • • • •.`• • • Installed with TSS ••• :• •.• :.. —,:.. •.• Figure 4 Figure 5 Pa META/HETA/HHETA Tvnical Installation •e. a 12TA1 eTpioal Installation •: :Simpson Strong-Tie . .. .. . . . .. .. TABLE 3 ALLOWABLE LOADS AND FASTENERSFOR DOUBLE EMBEDDED TRUSS ANCHORS Uplift Loads Lateral LoadS5 Model No. Qty. Application 1 Ply Southern 2 or 3 Ply Southern F, F2 Pine Truss Pine Truss (parallel (perpen. Fasteners Load Fasteners Load to wall) to wall) DETAL20 1 CMU 18-10dX1'/2 2480 - - 20006 1370 Concrete 18-10dxl% 2480 - - 2000 1505 META 2 CMU 10-10dX1'/2 1985 14-16d 1900 1210 1160 Concrete 10-10dx1'/2 1985 14-16d 2565 1210 1160 HETA 2 CMU 10-10dX1'/2 2035 12-16d 2500 1225 1520 Concrete 10-10dX1'/2 2035 12-16d 2700 1225 1520 CMU 10-10dX1'/� 2035 12-16d 2500 1225 1520 HHETA 2 Concrete 10-10dx1'/2 2035 14-16d 3350 1225 1520 Notes: 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum fc is 2,500 psi. 3. Install with spoons facing outward and spaced no more than 1/8"wider than the truss width. 4. Install half of the required number of fasteners in each strap, except for the DETAL20. For DETAL20, install six nails in each strap and six nails in the truss seat. 5. Lateral loads for META, HETA, and HHETA anchors apply only to 2-or 3-ply applications with anchors spaced a minimum of 3"apart. For single ply applications use lateral loads in Table 2. DETAL lateral load apply to single-ply application. 6. DETAL20 Lateral Loading in the F, direction anchored in CMU greater than 1,790 Ib. may result in , deflection up to 5/32" in the F, direction. Typical Installation r r with two METAS a5 Rebar Figure 6 DETAIL and Double META/HETA/HHETA Application •• ... . . . . . •. • .. • • . . .•. . •. ..• .• . • . .. . . . • • • • • . • . .. • • • • . . • • . .. • • ••. ... . Page 9 of 13 "' "' • Simpson Strong-Tie . .. .. . . . .. 1: ... ••• • f { TABLE 4 MASONRY STRAPS ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions Simpson Strong-Tie DF/SP SPF Model No. Ga. inches Titen Screws 160 160 W L CMU Concrete Nails Load Nails Load MSTAM24 18 1'/4 24 5-'/X2%4 5-%x1% 8-10d 1500 9-10d 1500 MSTAM36 16 1% 36 8-'/4X2'/4 8-'/4X13/4 10-10d 1870 11-10d 1870 MSTCM40 16 3 40% 14-%4X2%4 14-'/4X13/4 22-16d Sinker 4220 26-16d Sinker 4220 MSTCM60 16 3 59'/2 14'/4X2'/4 14-'/4X13/4 26-16d Sinker 1 4220 26-16d Sinker 4220 Notes: 1. Loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Minimum edge distance is 1'/2"for Titen Masonry Screws. 3. Minimum f'm= 1500 psi and minimum fc=2500 psi. 4. Products shall be installed such that the Titen screws are not exposed to moisture. } •I 1ia�•I °O" G( r 0 l O ° • 0. f P 0 3° r rrn• �� .off o �� —s°-1 Typical MSTAM36 MSTAM36 MSTCM40 Installation. Typical MSTCM60 Installation Figure 7 r MSTAM/MSTCM Typical Dimensions and Installation r . .. • . . . ••. . a • • • • • • • • • • • •• • • • • • • • • • •• • • ••• ••• • Page 10 of 13 "' ••• • • • Simpson Strong-Tie • •• •• • • • •• •• t TABLE 5 FGTR SERIES ALLOWABLE LOADS AND FASTENERS Fasteners Allowable Model No. Qty. To Block and Uplift Load Concrete Wall To Truss (160) FGTR 1 2-Titen HD 1/2x5" 18-SDS1/4x3 50006 2 4-Titen HD 1/2x5" 36-SDS1/4x3 9400 FGTRHUR 1 2-Titen HD 1/2x5" 18-SDS1/4x3 3850 FGTRE 1 2-Titen HD 1/2x5" 18-SDS1/4x3 46856 FGTRE+FGTR 1 Each 4-Titen HD 1/2x5" 36-SDS1/4x3 50006 Notes 1. Loads include a 60% load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. Products shall be attached to grouted and reinforced CMU walls or reinforced concrete walls that are designed to transfer the uplift loads to the foundation. 3. Minimum edge distance for the Titen HD is 4" i 4. THD's should be spaced in every other hole on the part 5. Attached members must be designed to resist the applied loads 6. Products used for corner applications shall be limited to 4685 lbs allowable 7. Loads are governed by the grouted wall capacity based on testing of the products attached to the corner of a block wall at an average ultimate load of 14,800 lbs. The connector has been tested attached to a steel column to an allowable load of 11,400 lbs which can be used for design provided the wall is designed by the engineer of record to transfer the uplift forces. r No ^i is � yy Two FGTAs FGTRHL .:. FGTR FGTR � o � t TRUSS 1 SHOULD I c BE SCT 4 BACK V a FGTRE ' r e •• • • • • • • • • • FGTRHLTOPVIEW• •• •• i•ETgtgd 8 FGTR/FGTRE/FGTRHL/FGRHR Typical Installation Page 11 of 13 ':' : : : •;' ; V: : :Simpson Strong-Tie ... . . . ... . . t TABLE 6—LGUM AND HGUM ALLOWABLE LOADS, FASTENERS AND DIMENSIONS Dimensions(in.) Fasteners Allowable Loads(lbs.) CMUIConcrete Joist Uplift Download DF/SP/LVLIPSLILSL) Model No. Ga W H B Titen HD SDS Screws (1160) CMU Concrete (10011151125) DOUBLE 2x SIZES LGUM 26-2 12 3 /16 5 4 4-'/g' x 4" 4-'/<"X2%" 1430 5595 LGUM 28-2 12 3 /16 7 4 6-3/e" x 4" 6-'/a"x2'/z" 2435 8250 LGUM 210-2 12 3'/16 9 4 8-'/e" x 4" 8-'/e"x2'/s" 3575 9575 TRIPLE 2x SIZES LGUM 26-3 12 5%a 5%a 4 4-'/a' x 4" 4-%"x2'/z" 1430 5610 LGUM 28-3 12 5 % 7 %a 4 6-3/e" x 4" 6-'/a"x2'/z" 2435 8290 LGUM 210-3 12 5 Y. 9 Y. 4 8-'/s" x 4" 8-Wx2'/s" 3575 9715 QUADRUPLE 2x SIZES LGUM 26-4 12 6 /16 5 /16 4 4-%" x 4" 4-%"x2'/z" 1430 5625 LGUM 28-4 12 6"/16 70/i6 4 6-%11 x 4" 6-Wx2'/z" 2435 8335 LGUM 210-4 12 6 /16 90/16 4 8-%" x 4" 8-'/a"x2'/" 3575 9860 r 4x SIZES k LGUM 46 12 3% 47/8 4 4-%" x 4" 4-'/a"x2'/z" 1430 5600 I LGUM 48 12 3% 6 7/a 4 6-%" x 4" 6-%<"x2%z" 2435 8260 LGUM 410 12 3% 8'/e 4 8-%" x 4" 8-Wx2'/z" 3575 9620 ENGINEERED WOOD AND STRUCTURAL COMPOSITE LUMBER SIZES HEAVY DUTY HGUM5.25 7 5% 5% 8-%" x 5" 24-%"x2%" 10085 14965 16015 HGUM5.50 7 5'/s 11 5'/a 8-%" x 5" 24-%"x2%" 10125 14940 16015 HGUM7.00 7 7 to 5'/a 8-%" x 5" 24-%"x2%" 10375 14770 16015 HGUM7.25 7 7% 30 5%a 8-%" x 5" 24-Wx2'/z" 10415 14740 16015 I HGUM9.00 7 9 5% 8-5/a" x 5" 24-%"x2%" 10705 14545 16015 Notes: 1. Uplift loads include a 60%load duration increase on the fastener capacity in wood for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. i 2. Minimum fm= 1500 psi and f =2500 psi. To Y t y i J J-1 E- " a" P LGUM HGUM Typical LGUM Installation Typical HGUM lastallallon I •• ••• • • • • • •• Figure 9• a, • • a** •• LGUM/HGUM•TypioalAnstAlalion . .. Page 12 of 13 • ;Simpson Strong-Tie 12. IDENTIFICATION Each connector covered by this report shall be stamped with the manufacturer's name and/or trademark and the product name. r v � F r s «: xbho gy, Inc. P.E. ', y� '•R.�• .58 .. ... . . .. . . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . Page 13 of 13 • ' ' ' ' ' • • • • Simpson Strong-Tie . . .. .. . . . .. .. F.P.G. Wholesale, Inc. 7190 Coral Way rMAR C�'_IV]EDMiami, FL 33155 (305) 266-2296 13 220 Sold To Ship CASH SALES MIAMI, FL ACCT # QUOTE# TERMS ENTERED SLM EXPIRATION CASHS 305-531-0970 CASH SALES 01/20/16 12 02/19/16 ---------------------------------------------------------------------------------------------- Quantity U/M Description Price Extension ----------------------------------------------------------------------------------------- **** QUOTE **** 1 UNT PH INTERIOR SINGLE SOLID DOOR 200.150 200 .15* CARRARA 34"x 80" x 1-3/8" - INT. CP 4-9/1.6" FRAME *** WITHOUT *** CASING F.J. #887 1-1/4" SQ DOOR STOP IMP 3.5" SB 15 5/8R HINGES i IN-SWING R.H. ** ONE BORE ** LN : 5 1 UNT PH EXTERIOR SINGLE MA ***PROD 238 .800' 238.80* CONTROL APPROVED** * , DOO * 36"x 78-15/16" x 1-3/4" - KERF PVC SMT 6-9/16" FRAME - WHITE W/STRIP - **** WITH **** SILL - PVC SMTH 1-3/4" BRICK MOLDING - MAS 4" SB 15 NRP BB WITHOUT SPRING HINGES - V ' E ��® OUT-SWING R.H. pl' LN# : 15 _ �'l 1 EA 2`PNL SQ MA FB SM 35=3/4X79-1/4 261 .4381 261 . 44* DSJ53664 LN# : 20 . R® UNT 'H'T,NTERI01:�--DOUaLE=SOP-I D�►DOOR * '40 7-.450 407 .45* CARRARA 34"x 80" x 1-3/8" - INT. CP 4-9/16" FRAME - *** WITHOUT *** CASING - *** WITHOUT *** DOOR STOP - C.F. 1-3/8" T-ASTRAGAL - IMP 3.5" SB 15 SQ HINGES - 1 - IMP US3 FLUSH BOLT - IN-SWING R.H. LN# 25 January 20, 2016 14 :32 : 8 Chris Cocordan .: * QUOTE * •• • .. . • .• ********* 1 OF 2 •. • . . . . . . . • •• . • ••• ••• . • • • 000 • • • •• •• • • • •• •• 7 F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 (305) 266-2296 Sold To Ship To CASH SALES MIAMI, FL ACCT # QUOTE# TERMS ENTERED SLM EXPIRATION CASHS 305-531-0970--------CASH SALES161202/19/16 -------------------------- --- ------------- Quantity U/M Description Price Extension --------------------------------------------------------------------------------------------- 1 SET POCKET FRAME FJ 4-7/8" 341fx80" 85.850 85.85* FPFJ7346 LN# : 30 1 EA CARRARA SC 34"x80"xl-3/8" 114 .550 114 .55* DSRA3463 LN# 35 January 20, 2016 14 :32 :38 Chris Cocordan .: :.: MERCHANDISE.: 1 1308 .24 ********* •• ••• •• • •• OTHER: 0 .00 * QUOTE * 7 .000% 91 .58 ********* PAGE.2 �0� 2 FREIGHT: 0.00 TOTAL: 1399.82 PRICES ARE SUBJECT TO CHANGE WITHOUT PR;OF:,NOTSC:: �• • �• ; ; THANK YOU FOR SHOPPING AT F.P.G. WHOLLSALE' ' "' "• • r • • • • • • • • • • • •• •• • • • •• •• 6/30!2015 Florida Building Code Online Date Approved 06/06/2015 Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and 0/S Single Door Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions other.Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.1)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0"x 6-8" FL4334 R9 AE 504B.odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional Information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and 0/S Single Door Impact Rated -- —ttt Limits of Use Certification Agency Certificate' Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R9 H FL0121.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0"x 8'-0" FL4334 R9 AE 503B.odf max nominal size. Hurricane protective system is°NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. ' 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF i Approved for'use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other. Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 501B.odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units - 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated + Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions F I Other. Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.odf Building Code including the High Vel"ty@Wwriaane Zone,and Verified By: National Accreditation &Management Institute where pressure requirements as daermine4 bf 4Cr; ; ;ii treated by Independent Third Party: Minimum Design Loads for Buildings'ppd OtIRer+Sttuctums,*•• Evaluation Reports does not exceed the design pressuaeelis":1'2'•4 FL4*334 R9 AE 501B.odf max nominal size. Hurricane protective system is NOT i Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional C information. •.• • • j. _ 14334.5 !Mbergla§jSidt,;hirigep QoorVnit§-•h6'-8;(j)aque O/S Door w/or w/o Sidelites Impacl•Rated• • ••• • • • j Limits of Use ••• • • • • . Certification Agency Certificate i Approved for use in HVHZ: 90* ••Yes FL4334 R9 C CAC NI005930.b1:PDF i impact Resistant: Tey Design Pressure: +55.0/-50.5 : :•••: : : : . Irfttallation Instructions 1t L ••• • • • j Other. Evaluated for use in locations adhering to it FlorI'd a ; FL,?334 R9 II FL0120.odf i Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation. &Management Institute httpsJ/floridabuildirig.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIwHGK%2fQyxxFHiC78%2fE%3d 213 I-Iorlda Building Code Online where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports 1 does not exceed the design pressures listed. 12'-0"x 6-8", FL4334 R9 AE 5026 odf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes 1 required.See anchor detail DWG-MA-FLO120-05 for additional Information. F Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Certification Agency Certificate 1 use in HVHZ:Yes FL4334 R9 C CAC NI005930 01 PDF use outside HVHZ:Yes Quality Assurance Contract Expiration Date tant:Yes 02/28/2021 ure: +50.5/-50.5 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120 Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 5028 Ddf i max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. 1 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and 0/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes 1=L, R9 C CAC N1005930,04 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0123.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R9 AE 5016 Ddf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units- 6-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes X4334 R9 C-CAC NI005430 03 PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 . . Design Pressure: +60.0/-60.0 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Pa.-:y: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R9 AE 502B.df max nominal size. Hurricane protective system is NOT Created by Independent Third Party:;Yes required. See anchor detail DWG-MA-FLO122-05 for additional information. p Dactc Next Contact Us:: 1940 North Monroe Street 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 W*phwm or bp traditlonl mail.Ii you bare any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October lip 2012,liceRseeR Iidbnsod t*de'Chtpt&455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for offfdal commdhlcatillrPwi Ii llgwever email addresses are public record.If you do not wish to supply a personal address,please provide the Department Ag an�il Idd f. I r made pailable to the public.To determine if you are a licensee under Chapter •• 000 • 5,F$.,p asp disl%here. Product Approval Accepts: • • • • • • • • • • • 1 •• • • • • '•cur't�zs-n:rc • • •• • • • . • ••• • • • • 0:0•• • • • •• •• • • • •• •• ••• • • • ••• • • httpsJ/floridabuilcir)g.org/pr/pr app dU.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGKg/o2fQyxxFHIC78*/`2fE*/gad 3/3 NOTICE OF PRODUCT CERTIFICATION ��in,tit,�go Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 T " Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Sidelites(w/Wood Frame unless noted Specification:TAS 201/202/203-94/ASTM E330 ) Tb "Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification lat: i represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NA:'.1Ps Certified Product Listinz at www.Namicertification.co. NAMI's Certification Program is accredited by The American National Standards Institute Inswing Glazed Design Water Missile Test Report Number C6nfiguration or or Maximum Pressure Test Impact Drawing Number& Outswin —Opaque Size Pos/Neg Pressure Rated Comments X •• US Opaque 3'0"x 6'8" +70/-70 2,.86 psf Yes NCTL-210-3102-I finale • • • •••• • s• Maximum Panel Size:3'0"x 6'8" X O/S Anchor Detail-MA-FL0120-05 ••••i • • Opaque 3'0"x 6'8" +70/-70 10.5 psf Yes • •••• S�iagle • • • NCTL-210-3102-1 • ••; Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 • •••• Doouble`• a• •60 I/S Opaque 6'0"x 6'8" +50.5/-50.5 7..86 psf Yes NCTL-210-3105-1 •••• •••• •• ••• Maximum Panel Size:3'0"x 6'8" • Anchor Detail-MA-FL0120-05 "•• • •'• •• ' • O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ NCTL-210-3105-1 • • 1]ole• • •• P Yes • •••• 8.25 psf* Maximum Panel Size:3'0"x 6'8" • . •• ••• Anchor Detail-MA-FL0120-05 • •`` Singlenv`8tdelite ` *•• US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 • • • • •• Glazed Sidetite Sidelite-Yes Maximum panel Size:3'0"x 6'8" • •••• 7.00X•s O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 f/ Door-Yes Anchor Detail-MA-FL0120-05 Single w�9idelites Glazed Sidetite Ps NCTL-210-3105-1 8.25 psf* Sidelite-Yes Maximum Panel Size:3'0"x 6'8" OXO I/S Opaque Door9'0"x 6'II" +505/-505 2.86 psf Door-Yes Anchor Detail-MA-FL0120-05 . . Single w/Sidelites Glazed Sidelites P NCTL-210-31054 Sidelites-Yes Maximum Panel Size:3'0"x 6'8" OXO O/S Opaque Door 9'0"x 6'8" ,55/-50.5 6.0 sf/ Door-Yes Anchor Detail-210A-FL0120-OS `Single w/Sidelites Glazed Sidelites P NCTL-210-3105-1 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" OXY.O US Opaque Doors I 12'4"x 6'8 . +50.5/-50.5 2Anchor Detail-MA-FL0120-05 Double w/Sidelites Glazed Sidelites .86 psf Doors-Yes NCTL-210-3105-1 Sidelites-Yes Maximum Panel Size:3'0"x 6'8" L .I OXXO 0/S - -Opaque Doors 12'4"x 6'8" +55/-50.5 6.0 sf/ Doors-Yes Anchor Detail-MA-FL0120-05 Double w/Sidelites Glazed Sidelites P NCTL-210-3105-1 8.25 psf* Sidelites-Yes Maximum Panel Size:3'0"x 6'8" *H h Dant Threshold Anchor Detail-MA-FL0120-05 National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684.-5124 Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: I-Utzi K. LOtws /',It. 233 W Mart st DanWtle,VA 29541 Manufacturer. Masonite 434-688-0609 Report#-504B � rilamas(rDiriomasoe cam Date:05/21/2015 Product Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MXFLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA FLO124-05 DWG-MA-FL013405 DWG-MA-FL0156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MXFLO128-05 DWG-MA FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity in shear condition: Solid members w/4 w/out gap: Fastener type:#10 wood screw (NDS 2012,TR12) bap: g: 0.0000 in Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir I Side member thickness: ts= 1.000 in Main member thickness: t„= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: i•= 1.140 In Mode T:", Mode I, Mode II Mode III," Mode III, Mode rV qm= 509.2 lbs/in qs= 707lbs/in A: 0.0008 A: 0.00120 q; 0001689 P= 580.5 lbs P 2 707 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000 Ko= 2.200 Kb= 2.200 C. -342.139 C: -212.263 C: -223.524 C. -93.6 4= 264 lbs Z,= 321 lbs P= 265 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs 4= . 2.2 ?= 246 lbs P= 263 lbs P= 235 lbs Min.Design value: Z= 107 lbs Z= 120 lbs Ko= 2.2 Kb= 2.2 Ko= 2.2 Duration Factor: Cb= 1.6 Z= 112 lbs Z= 119 lbs Z= 107 lbs Allowable Design Value(ZQ: Z'= 171 Ibs/onchor Fastener type:1/4"ITW Topcon A N.0.4.12-0816.06 subsTrate.hollow block Minimum embedment: i.25 Ifi Edge distance: 4.00 in Tabulated shear design value: Z= 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 0.85 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value(Zf O: Z"= 156 lbs/anchor Minimum anchor capacity: 156 lbs/anchor Note.-Anchors with the least capacity/s used for calculations to quality anchors with higher capacity. Anchor calculations,minimum reguired anchors 36.38 Design pressure: 85.0 psf I t Area Load Max. Anchor t Zone (fix) (lbs) Ind. (in) O.C. Cap. Load Result A2 A2 79.25 (in) (lbs) "" (lbs) at Al 2.3 195 N/A N/A 156 2 98 OK A2 7.7 656 6.00 18.00 156 5 131 OK p.. . . . ... a a so 4i ... • *• C0 UPi- •.,k °•i i • i i •• • •• i i �'"� n • •• �-P . TATE OF •�; . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • • Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 Luis P. Lomas P.E. 233WMainSt Manufacturer. Masonite DanWffe,VA 24541 Report* 504B 434.688.0509 Date: 05/21/2015 rilomas(dllrlomasoe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 13.45 MAX.O.C. t 79.25 1 I - r 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • • • • • • • • • ` • fir` (� • i *4- TAT 0••• . • • • �'O " tr0 0 0 0 'A OF •t[!— 0NAL�� • • • ••• • • • LUIS R.Lomas P.E. i 2of2 •:• :'••: ••• •:• :'•�: FLNo.:62514 5/28/2015 U o � 20.5„ MAX 36.375" MAX. HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. z J 6`-8"DOUBLE DOOR WITH/WITHOUT SIDELITES w/asrRAGA FRAME WIDTH O t_n GENERAL NOTES ® ® ® ® (LU 1 cc 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Do a O 0) ;- DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, T;iz DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ltJ 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF W in _,i •• A HURRICANE PROTECTIVE DEVICE (SHUTTERS). w p J • 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50to •� AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �•••••• ••••� ••••�• ...... 4. PLASTICS TESTING OF FIBERGLASS FACING: al � •�� t • TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 00:06: •• •� � .• RATE OF BURNING ASTM D635 0.56 IN MIN C-1 •• •• •• SMOKE DENSITY ASTM D2843 53.4% """ Vot�jj w TENSILE STRENGTH* ASTM D638 3.2% DIFF ' 9s R s RENGTH AFTER WEATHEKING � � 'I 'COMPARATIVE TENSILE ST 4500 HOURS XENON ARC METHOD I ' DOUBLE DOOR UNIT W/SIDELITES a a G -�`J~7/ cn to to to cn cn RCF_ 'FD Adde rltoNAt ui v3i cin vii in vii MAR 302016 Br. ma 13 m o DAB 2 Z Z V�3 cn BY. Q'JVo�ig�J a Lu cn 1313 [3 ® 1 ® 1313 ® ® ® 1313 ® ® (nmJm Z Z W g W-0 O D5ZUjx-j N 11 H oo F1 n I I a u I I 001ou I QSC') LL • s • • + • • Ln oaflo w LO N� p IN 04 Ll 01 V_ -�u u Lj u u u 0 u u u "N *N�� M SINGLE DOOR UNff DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNff SINGLE DOOR UNIT W/$Il ELITES DOUBLE DQ UJB NIT W/SIDELITES WITH SIDELITE WITH SIQEj,� b_w p v m=6 WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE o�►iE 2/11/05 TABLE OF CONTENT'S CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* � � scaF N.T.S. SHEET DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.0 sm BY. SWS XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 M. 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -i9.0 M+41)1) 0.0 -40.0 +55.0 -50.5 WK. BY- 2 ANCHOR LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 -40.0 +55.0 -50.5 KURT BALTHAZOR3 ANCHORING LOCATIONS & DETAILS OXXO 149 +50.5 -50.5 +55.0 -50:5 +19.0 . 0.0 --40.0 -50.5 FLORIDA P.E. DRAWING rro.: * High Dom Threshold Design #56533 DWG-MA-F10120-05 sNEET f OF 3 V --- a' m 6. — SEE DETAIL " 6" -E" 3 3" 3" 3"� 3" 3" - CK J t tt I � Ism S. tt t ~� � _ ((07 = 6- V 3" 10 in U V = 4 U in to � _ N _ N)= H — n=" � ..• N ..�Qw� LL 90 SDE DETAIL W D SEE DETAILSEE DETAIL G _ .C. w0 M 6 `° 10 2 UzoIzts as .•.... � tz . • 6• 6" O - s' I • 3"' — 3" 3 3 r3" 6" 6" o IL 6" 6- SEE DETAIL to to U)in In fn>- "F" vi v)to to tan v3)°D - x (/) - #8 x 2-1/2" zocn gw z a ASTRAGAL RETAINER BOLT HOLE a� 00 v) MUST BE DRILLED THROUGH `�)vim)J a z In o 8 x 2-1 2" #I x 2" JTHE THRESHOLD & INTO THE a w uj x w° # " .t STRUCTURE DEEP ENOUGH a s W a o=) #10 x 5/8 DEAIL E ASTRAGAL FOR A 1.375 THROW ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1�2" #10 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL 0 oo to to oO n to tj #10 x 5/8 #10 x 1" AS SHOWN. - N to NON 0 „ 0.124 ANNEALED DECORATIVE INSERT #l 0 x 2 0.090" SAFI.EX mG-------- -r(OPTIONAL) to DETAIL "C" Addjtl to I 0.124" ANNEALED .0124" ?EMP. DETAIL "D" TYP. �t LA-w o O m s Z Z ALUMINUM OR BUTYL SPACER , #6 X 1-1/2" PHS � `• DATE: 2111105 • ~ i .'. DOW 832 scA�E N.T.S. DOW 832 ti OR EQUAL DWG. gy; 0.962 OR EQUAL 1.75" E�j�. 1.047' .i.,,.•.: SWS 1.375- im �Q� CHK. BY: _ T T T TYPICAL_ GLAZING DETAIL MAWI G NO.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD IMPACT RATED GLASS DWG-AIA-FLO120-05 SHED 2 OF 3 L0 n' rr, SEE DETAIL "E" SHT. 3 3" 6" t30 3" � � � 6" �-- 6" 6" --� W 0 Q 6" _ _ 4 cv fD ul Lo Lo (-5 M n W W 0 a SEE DETAIL N § -- Ld t "D" SHT. 2 Q J • • •.•• 0000• SEE DETAIL w C� • •• G •• • t 0• "C" SHT. 2 A w w •. •e•• •• .. ..... A M G � 0000 ••S � Q A � G 1000 6" •... a • f10 • • $ ra••to J••• • • • tn A As; 6" 6"__._ • • • � sn s• = o Q ID �- 3 Q 3" 3"6 6 3 Add 1toAIM SEE DETAIL 6" 6" yr IW v)V)v)cn� i i�tl -- "F'� SHT. 2 ui N to m �or Z am v �Nf- zzcno ATTACHMENT DETAIL 1.25" 'Q �-� `�J`)0- a MIN }0.25= HARDWARE SCHEDULE 1 . ANCHOR ANALYSIS FOR LOADI!`3s CONDITIONS PREPARED, MAX 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND ��0� m SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED �'�Q Q o 0 (FLORIDA #62514) WITH THE LOWEST (LEAST) (� 0 O n- AT 5-1/2" CENTERLINE. w o z x P FASTENER RATING FROM THE DIFFERENT FASTENERS �L + . .: o z Z U o D BEING CONSIDERED FOR USE. JAMB, HEAD, AND :;r 2. 4" X 4" FULL MORTISE BUTT HINGES. Q z o a� 0� THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY o 0 0 o Lo 0 r SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION IN IN N rn N N a LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". M WOOD SCREW EDGE DISTANCE MIN 3/4". : - 1"x1/2" CORRUGATED #10X2" WOOD SCREW (2) #1OX2-1/2" o t. 3" ROM EACH END 6" FROM EACH END W0 D SCREWS 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.516" AND 7" OC AND 12" OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT -- " } `''`'""'°'_z MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM ACRYLIC MINIMUM EMBEDMENT OF 1--1/4". CL �! �� AUK ® DAs: 2/11/05 ACRYLIC SOME-. N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO AULK CL Mo. BY: sws TRANSFER LOADS TO STRUCTURE. ' f cHx. BY. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE MWING No•: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWG—MA—FLO720-05 sHm 3 of 3 c \ 1 ' J�iJF�JIJ `! M IAM I•DADE iVIIAAII—DADE COUNTY,FLORIDA EW MAR 3 0 2016 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC URCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION (786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wNiivaniamidade.Qov/eeonomy E.S.Windows,LLC 10653 NE Quaybridge Ct. Miami,F1.33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the.accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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. DESCRIPTION: Series 9000"Aluminum Outswing French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. W04-51, titled "Series-3000 Alun. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1, 2.2 through 06 & 6.1 of 10, dated 06/10/04 with revision "G" dated 02/24/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal 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 Resistant LIMITATIONS: 1. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options; 2.Lower Design Pressures of Doors, Sidelites, hardware, glass and threshold options shall control. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been fled 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.iu.advertisiug.litggture. If any portion of the NOA is displayed,then it shall be done in its entirety.. 0.: • • • . • .. • . • • 00* . INSPECTION: A copy of this entire NOTA!sk*D 6e:pi•oirid'ed:to.t11e user by the manufacturer or its distributors and shall be available for inspection at the job.site at the request of the Building Official. This NOA renews NOA No. 12-0308.40 and eauisists of this page 1 andevidence pages E-1,E-2 and E 3„ . . .. . . . . . as well as approval document mentioned fr.bg.ve.:. •• The submitted documentation was reviewedby 1ftimeeQ'C on,r..•Et•• MIAMI DADE COUNTY NOA No.14-0722.13 •:• : : : : •:• : : Expiration Date: September 16,2019 }"1 : :•: : : : Approval Date: September 25,2014 �ik,x o •.• • • •.• • Page 1 E.S. Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0308.40) 2. Drawing No. W04-51, titled "Series-3000 Alum. Outswing French Doors (L.M.I.)", sheets 01, 02, 2.1,2.2 through 06 & 6.1 of 10, dated 06/10/04 with revision"G" dated 02/24/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0308.40) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS.202-94 4) Large Missile Impact Test per FBC,TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938R, dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitter)under previous NOA No. 09-1217.03) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. (Submitted under previous NOA No. 09-0825.04) 3. 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 aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5164,date�•0$4Q1/•07, signed end healed by Carlos S. Roinda, P.E. (Sttbtttitted curler previoct4NOA JVb..a7,6t838.t7S� • • • • • • • • • Jairne D.Gascon,P.E. .. . .. . . . . . . • •• i-oduet Control Section Supervisor .. . . ... ... . NOA No. 14-0722.13 ... . . . . ... . . Expiration Date: September 16,2019 • Approval Date: September 25,2014 ..A`t . . . . . .. .. ... . . . ... . . 1 E.S.Windows,LLC 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 FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3947 and FTL-3955, both dated 02/04/04, signed and sealed by Edmundo J. Largaespada,P. E. (Submitter)under previous NOA No. 04-0712.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al—Farooq Corporation, dated 03/01/12, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 12-0308.40) 2. Anchor verification calculations and structural analysis, complying with FBG--2007, prepared by Al—Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09 12.17.03) 3. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite©PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas©Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Department of State Certification of E.S. WINDOWS, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/03/14 and signed by Kurt S. Browning, Secretary of State. 2. Statement letter of no financial interest, conformance to and complying with FBC 2010, issued by Al—Farooq Corporation, dated 02/24/12, signed and sealed by Javad Ahmad, P. E. ••; ; ; ; ; (Submitted under previous 7V0.V1'e. ;2:43000).0. •• *60 •• • • • ....� ,r ...�� ' : Jaime D.Gascofi,P. E. • •• • . . . • ,Product Control Section Supervisor •• ••• ••• • NOA No.14-0722.13 Expiration Date: September 16,2019 ; Approval Date: September 25,2014 • •• •• • • • •• •• E.S.Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Distributor Agreement between Energia Solar, S.A., Barranquilla, Columbia and E.S. Windows, LLC, Florida USA, dated 10/20/10, signed by Ms. Carla G. Totrente and Andres Chamorro, respectively. (Submitted underprevious NOA No. 12-0308.40) 4. Laboratory compliance letter for Test Report No. FTL-5938R, issued by Fenestration Testing Laboratory, Inc., dated 03/29/10, revised, reviewed, signed and sealed by Jorge A. Causo, P. E. (Submitted under previous NOA No. 09-1217.03) 5. Proposal No. 09-0225, issued by the Product Control, dated 06/17/09, signed by Ishaq Chanda,P. E. (Submitted under previous NOA No. 09-1217.03) 6. Laboratory compliance letter for Test Report No. FTL-5938, issued by Fenestration Testing Laboratory, Inc., dated 10/01/09, signed and sealed by Julio E. Gonzales,P. E. (Submitted wider previous NOA No. 09-0825.04) 7. Proposal No. 06--0411R, issued by the Product Control, dated 07/31/07, revised and signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0825.04) 8. Laboratory compliance letter for Test Report No. FT1-5164, issued by Fenestration Testing Laboratory, Inc., dated 08/01/07,signed and sealed by Carlos S. Roinda, P. E. (Submitted under previous NOA No. 07-0828.09) 9. Proposal No. 06-0411, issued by the Product Control, dated 02/06/06, signed by Ishaq Chanda,P. E. (Submitted underprevious NOA No. 07-0828.09) 10. Laboratory compliance letter for Test Reports No.'s FTL-3947 and FTL-3955, issued by Fenestration Testing Laboratory, Inc., both dated 02/04/04, signed and sealed by Edmundo J..Largaespada,P. E. (Submitted under previous NOA No. 04-0712.02) G. OTHERS 1. Notice of Acceptance No. 12-0308.40, issued to ES Windows, LLC for their Series "3000 Aluminum Outswing French Doors w/ wo Sidelites - L.M.I.", approved on 05/24/12 and expiring on 09/16/14. .. ... . . . . . .. . .. . . . . ... . ••• 0: . . • i a i i -• •: Jaime D.Gascon,P. E. •• • • • • • • • .. • • 4; • irocluct Control Section Supervisor • • • 000 ••• • NOA No. 14-0722.13 Expiration Date: September 16,2019 ';• ; ; ; •;" ; : Approval Date: September 25,2014 E-:3:•: : : . : • •• •H • • • •• J• ••• • • • ••• • • 146 3/8" 76" FRAME WIDTH FRAME WIDTH !4 w AT(MTG.. STILES RS 33 }}/16" 73" 33 11/}6" (4) ANCHORS 73" AM t o AND MULLION ENDS FR. HEAD & SILL FRAh1E HEAD & SILL FR. HEAD & SILL AT MTG. STILES FRAME HEAD do SILL z � 3 _0 8" �L 3" 6" 3" SURFACE-APPLIED 3" 8" 3" THIN F W � I 6" MAX. 3„ 8 b1AX. s W N a HEAD/SILL / _ 3' I FALSE A{UNTINS HEAD/SILL g O � O CORNERS A �\ C ,.�' MAY BE USED CORNERS C 1 U II 11 / � \ it II 11 / II 11 / I 0 p 4QO ��__ - ��i \ .` - -►E� \ Q ui o Ix ii a G 1 \ Q . 3 LOCK ONIONS i i /i i 1 LOCK dPTIDN$ L6 tHI ===iSEE SHE t==== -- - F=--- FOR CAPSEE ACITY =_��=j ---- 44 ��-aF----- I FOR CAPAT 2 Jva S . t7 M LI It It 4 Wz W N Ld fV Ty.10 DQ Ln_ IIOV I, ►rti lor t Cy co o0. II ►i / Ik a vi I II \ II / II tL \ II a It \ ii / C) IN ir___- J 2 , srt � i / �• ' � �-"•• " If II\ / I1 II\ t / • ��•• •••••• fk II h II III Q 40 It ^ • ll II \ II I1 1 I \ 1 / •••••• II p II p ► 3 t+ \ \I 2•• .61)g ..�..• ACTIVE �� INACTNElit "- ACTIVE INACTIVE E 00:• Q ,T`12" ••••• 2y5 5E.Z �n 29 5/16" f 28 3/16" MAX, 29 5/16" m i 28 3 1 S" MAX. 0°z:••: V) N J / / HEAD / d� BUTT HINGES / ar• N D.L. OPG. O.L. OPG. O.L. OPG. 16 RENE L. OPG, 0: ••.••• SILL SEE SHEET 2 'RODUCf RENEWGb S1LL 1O • • FOR CAPACITY as complying with the FtotWA • ....•• 33 5/16° 36 13/16" 33 5/16" QuildingClod v • • .• • • PANEL WIDTH LEAF WIDTH ( OXXO PANEL WIDTH r Acceptmtce A'o -14 _ ;o? w fiyi aoraatr 0 TYPICAL ELEVATIONS Miami Dade Product Control N TESTED UNITS tlOtIf:41fiv�tpp NOTE: ! uj?� 8 N SERIES-3 00 ALUM OUTSWING DOOR ��i11s1M�r� FLUSH BOLTS ARE CAND EXPOSED ON A N Q��I1C'TIV L ' � o a � o 0 �3ENCH Rv 1v mI- U sEE o�rAIL G oN s EEr MAR 30 20168,APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS �� *WITH OR WITHOUT SIDELITES.SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. t' $Y;iNSTRUCTi©Xs• o a N vrncly USE CHARTS AS FOLLOWS. o o g h ry THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE rn s REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ` 0 o W 4 C9 HURRICANE ZONE (HVHZ). ON IYIND VELOCITY, BLDG. HEIGHT, WIND ZONE THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES g •t Engn JAVAD AHMAb 0 2CI E E SHEET . n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SEUSED. ML FRAME SILL OPTIONS UUSE EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE-LOWER VALUES FROM GLASS, HINGES, LOCK-ANO - FI.A. PE,j 92j 705 0 C.A.N.Ca3538 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE T FOR SIOELITE PANEL (0) CAPACITY SEE SHEET 2.1. $ M NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. STEP FOR MULLIONSIDELITE CAPACITY ICN WITH DOOR OR S►OEUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. droving no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE LOWEST VALUE RESULTING FROM STEPS 2, 3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ,5IEP 5 � �` REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. W04-51 AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 7 FRAME vnDrH u 'X' DOORS I DESIGN LOAD CAPACITY -- PSF (GLASS AND HARDWARE OPTIONS) o / GLASS TYPES HINGES LOCKS 0 n j A, )l & II C & E F OPTION 1' OPTION 2 OPTION I OPTION 2 FRAME HEIGHT FRAME WIDTH 9 �� INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. INT, (-} EXT. (+) INT. (-) EXT (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. O N Y '!i 37-1/2 70.0 80.0 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 O U ,il 95»3/4 39-5/8 - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 \ � 0 D \ NOTE: () Q LOWEST VALUE SELECTED FROM OPTION WILL APPLY. C? O ap O N�N � FRAME WIDTH C 'XX' DOORS W DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) a w / \ GLASS TYPES HINGES LOCKS / \ � � FRAME HEIGHT FRAME WIDTH A , H & D C & E F OPTION IV OPTION 2' OPTION 1 . OPTION 2, / \ INCHES INCHES EXT. (+) INT. (-) EXT. (+) INT. (--) EXT. (+)I INT. ( ) EXT. (+) INT. (--) EXT. (+) INT. (-) EXT. (+) INT. (--) EXT. (+) INT. (-) lr 95-3j4 71-3/4 70.0 T 80.0 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 76 - 90.0 90.0 90.0 90.0 1 90.0 90.0 90.0 90.0 1 70.0 80.0 90.0 90.0 1 to \\ / HINGES• LOCKING W WATER INFILTRATION LIMITATIONS: M A / WHERE WATER INFILTRATION RESISTANCE IS REQUIRED CrQ OPTION N 1: ACCLE LEAF: • J �•• •••••• LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS • • .0 4. • OPTION STD. SILL THREE PIECE ALUM BUTT HINGE BY `E.S. WINDOWS' _ +70.0 PSF (X & XX DOORS) '• .z •tii • ; •• Nt: (3) HINGES PER LEAF AT 11 FROM TOP & BOTTOM HI-RISE SILL A +9D.0 PSF (XX DOORS) ••• •�' �ib c0• ,n •••••• AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' +120.0 PSF (X DOORS) •••• •o • • FASTENER TO DOOR FRAME AND LEAF WITH AT 45° FROM BOTTOM, KEY OPERATED ON 3 N ••0••• EXTERIOR AND THUMB TURN ON INTERIOR M I • • p1O X 1" FH SMS ••• I�� i'1:# (6) SCREWS AT FRAME, (5) SCREWS AT LEAF' FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS 7 c ci • OPTION H2H2: LEVER TYPE METALLIC HANDLE AT 37" FROM 2 98Q: :� (•(N n • ••• 1.500 •• • .... •....• FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE , o WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM WITH (2) #8-32 X 1-3/4' PH AIS. � 9 •� OE N N i • COVER PLATES, ST. STEEL PIVOTS AND GALV. STEEL • • y;A •••••• BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' STD.SILL (II-RISE SILL • (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE • • •••••• FASTENED TO DOOR FRAME AND LEAF WITH FACE, LOCATED AT 12" FROM TOP AND BOTTOM 5/16-24 X 1" FH MS (2) PER WING FASTENED TO LOCK STILE WITH • • p8 X 3/4" FH SMS (2) SCREWS PER BOLT P"DUCT 149VitAR tll�y 9101iI wMi I1M 110w - D.L. OPENINGS: OPTION #2: M*Wft0e o 8 D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. 80T. RAIL) 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" Ae�Y�hMi H t 2 a '�� o S D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" HI RISE BOT. RAIL FROM 80TTOM irrpir y� �� ) HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS � ¢ D.L.O. WIDTH - LEAF WIDTH -- 8.628 ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON ami , o INTERIOR " z WIDTHS: FASTENED TO ACTIVE LEAF LOCK STILE WITH PROITUCf RENEWED NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYLITE OPG. (2) p8-32 X 2' OH MS aseomplying with the Florida up gi ldiri8 Coda .�. G 2/6 (X} 3t-S j2" 28»11/16' 20 1/t fi' Aceeptm:ce lho C o o y �! ry 3/0 (X) 37-1/2" 34-11/16" 26»1/16' INACTIVE LEAP j? ,i �o U to �, L7� y $ � 2 9 3/4 (X) 39-5/8' 36-13/16" 28-3/16" NOTE: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' � DOORWIDTH AND HEIGHT MUST MANUALLY OPERATED LEVERS MOUNTED ON 5/0 (XX) 59-3/4" 28-11/16" 20--1/16 INSIDE FACE OF LEAF STILE LOCATED AT Miami I)ade Product Condrd COMPLY WITH .EGRESS REQUIREMENTS 6/0 (XX) 71-3/4" 34»11/16" 26-t/t6" PER FBC WHERE REQUIRED, FASTENED TO LOCK STALE WITH En r: JAVAD,Z o 12" FROM TOP AND BOTTOM b/4 (XX) 76" 36--13/16' 28-3/16" " 4 e pax 3/4 FH sMs (2) PER BOLT clvn. , FLA PE 70592 C.A.N. 536 hK HEIGHTS: DAYLITE OPG. € STANDARD HI-PROFILE NOTE: Lai NOMINAL HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL GLASS CAPACITIES ON THIS SHEET ARE drowing no. 6/8 79-3/4" 77-1/4" 69-1/16" 65-5/16' BASED ON ASTM E1300-04 (3 SEC. GUSTS) O\1 8/0 95-3/4" 93-1/4' 85-1/16' 81-5/16' AND FLORIDA BUILDING COMMISSION lt � ' W04--5 DECLARATORY STATEMENT DCA05-DEC--219 sheet 2 of 7 FRAME WIDTH STATIONARY PANEL (0) OR SIDELITES WATER INFILTRATION LIMITATIONS: z J DESIGN LOAD CAPACITY - PSP' O z £ E WHERE WATER INFILTRATION RESISTANCE IS REQUIRED N a GLASS TYPES LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS C+ + + + + s STD. SILL - +70.0 PSF FRAME HEIGHT FRAME WIDTH A+ D' D . 6 P HI-RISE SILL = +90.0 PSF- O M U FT./IN. INCHES EXT. (+) INT. (-) EXT. (+) INT. (--) EXT. (+) INT. (-) Q� 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 Ile 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 1.500 2.000 Q et B 18/0 1 36 70.0 80.0 87.6 87.6 90.0 90.0 JA A (, Q �L O ( 0 ) STD. SILL HA 111-RISE SILL 0 Q .0 UJ D.L. .OPENINGS: LL D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) 1 Z D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT, RAIL) Q W D.L.O. WIDTH = PANEL WIDTH - 4.000" - n n a 3/16" H.S. GLASS 3/16" H.S. GLASS 1/8" H.S. GLASS 1/8" H.S. GLASS C .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER .090" INTERLAYER .�•. 'DUPONT SENTRYGLAS' 'DUPONT BUTACITE PVB' *DUPONT BUTACITE PVB' 'DUPONT BUTACITE PV8' • • • J 1� 3/16" H.S. GLASS 3/16" H.S. CLASS 1/e" H.S.•GIASs5/32" H.S. GLASS 00 --!• • •UJ* • • 0000 ., _l• 00.009 SILICONE SILICONE SILICONE •"9 Q TUU `n • o • • w ODIY CORNING 795 w SILICONE w DOW CORNING 795 DOW CORNING 795 €: •••••• m DOY! CORNING 795 m ••• 0 tM� ; • • Z .Z' ••• �0i i•C4 00.00 c i e � i } I i ••.• •�•^ 0000• r Ir l9 illi �.r 31 fll Ilr 31 ,f I: !I .. . , z..' o ....•• WI: i ,nLn c� Ic lil Z 111 I 0000 • M • l� I'; I � O .. • 0 Ll Nzx 00000 .• • r 0000•• GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' p1iD>�UCT iii6VifiEr9 s a i•wYtft al wiA the F1erlds. f � e A"""." � �- /s„�T!� N y0y tV rirsthr BAtO 09 � ffi o 1/8" H.S. GLASS 1/4" H.S. GLASS v k' .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGLAS' 'DUPONT SENTRYGLAS' 1/8" H.S. GLASS 1/8" H.S. GLASS j--- ;9 vSILICONE SILICONE NRUI)UCF RBNEN►8D ,uDOW CORNING 795 w DOW CORNING 783 a+complying with the F'tach. > yBuilding Code S in N i Accepwice No tL e uo 3 1 I op I I:x+ ioiY r e+ , Q En9r. JAVAD AH)AAD g ! - Miami L)ndc Pmolm C'(141 ml CIVIL + FIA: PE 353 70592 g r C.A.N. 8 e NOTE: a GLASS CAPACITIES ON THIS SHEET ARE LUM BASED ON ASTM E1300---04 (3 SEC. GUSTS) � drawing no. GLASS TYPE L GLASS TYPE F AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05--DEC-219 W04-51 GLAZING OPTIONS sheet 2,1 of 7 MULLION C A A C C A C A �� w DESIGN LOAD CAPACITY -- PSF N DOOR TO SIDELITE TO SIDELITE NIULLION SIDELITE hfULLD RE J L E F L J L H J L Z h /Sid WIDTH FRAIGHT %RE ) RCE DDT )I T.( )+ IINf✓)INCHESFT./IN 24 90.0 80.0 90.0 �L 27 80.0 80.0 90.0 \\ \\ \\ \\ // 0 g 9 U 30 80.0 80.0 90.0 33 6/8 80.0 80.0 90.0 36 80.0 80.0 90.0 V p 39 80.0 80.0 90.0 ( x0 ) ( 0x0 ) ( x00 ) ( xox ) w ° �g 8 42 80.0 80.0 90.0 ( Ox ) t 00x ) 00 a< 24 80.0 80.0 90.0 p 27 80.0 80.0 90.0 A C A C A C 4 W xVf 30 7/0 80.0 80.0 90.0 33 36 90.0 90.080.0 80.0 90.0 E 39 80.0 so•o 90.0 / C Q g E i 18 78.9 80.0 90.0 � I > 4.;7z % / •,/i � �� •� 21 74.8 80.0 90.0 ui 24 71.1 8010 90.0 \ / \ / \ / a 27 8/0 67.9 80.0 90.0 30 65.0 80.0 90.0 g p \ / 6 p \ / g p \ / Y•• 33 62.4 78.9 90.0 • J�••• •••••• 36 60.1 76.0 90.0 •..• z J . ; •• OxX ( OXXO ) ( XXOO ) XX0 ( OOXX ..• (n Q :to ..:• ... Z•• .m ..... ••�• z•r-j•i ..:..• •••• 4 • i ••••i• UNREWFORCED REINFORCED REINFORCED Il,. DOOR TO ^SIDELITE MULLION SIDELITE_TQ EIQELITE MULLION • • •••••• NOTE: L3 FOR DOORS CAPACITY SEE SHEET 2 P rrN1+Nrt� c 8 FOR SIDELITE CAPACITIES SEE SHEET 2.1. e»" e 0 �a N FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE 1w 140 LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. a U u :..t 0 Ix i 0 a ad ri o •L �Q ld 4 V SIDELITE 141DTH DOOR WIDTH SIDELITE WIDTH SIDELITE WIDTH DOOR WIDTH g c Engr: JAVADN�iMAD o CIVIL i - - - FLA PE 1 70592 '8 - C.A.N. 3538 VROl7UCf I2GN61VEd •. � .91 � as eomplybig with the Florida ,/� I 1! u ® Building Code No A-464-4D �}� .ir '\^ As ccatmicc o Ems' lia»Oata - • drowing no, iH3'- _ \� W04-51 Y! SIDELITE WIDTH DOOR ID Miami Made Prochtct Control sheai2.2of 7 TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. TYPICAL ANCHORS FOR SPACING 1 BY SEE ELEVATIONS WOOD SUCK 1) FOR SPACING - 5 •e• EtiCE`)ST.. • : - . ' � . RE A j d .f zn " iii - - - ' • "' cl U, g 0 v 21 21 a ^ _ Up 15 15 r8 Vi Cr Vg 8 22 i3 11 34 13 8 no n Q 3/4" MIG N. _Sig, 3 0r r THROW SOLT Q Zi 6 PENETRATION 32 jl. z N ► 31 31 � n N OPTIONAL RIAS 1O 0 a x 0 as .. • • . • z 1-c o •••. �j.�.� ••...• E.y a la. W 6 ••• m 0 foe n •••••• z 4%0 OVA • 4i�Si a' I 6 p ... • •••• v • W 6A • err H • C31, 31 pmaDUCT REVISVP $ 3p 30 Itil pii lC with flit gtorldto 28 1 28 h MMc Pte -"t 25 6 /2" MIN. 6 �,tlrattes tMte THROW BOLT 32 PENETRATION <��) INTO SILL r �h - 3A � N f5 �✓ 22 15 33 34 $ © 1 — 34 a Ki i3 e 21 � ® 21 I � � � 3 3 HI-PROFILE BOTTOM RAIL W 34 APPLICABLE TO,STATIONARY 14 14 AND -OPERABLE UNITS $ '.:•:•:•:::I-:::::_ : ::. .::: .:.:::'.t:--, v ° ............. :.•::..+:::..--..:::-: .v HI-RISE 1:TiAbiB SILL Enyr, JAVADLAH(�1AD. °• ° ° - — - -- •• 'a -FIA. PE-3538 70582 n ° • e v • ° -•� v .c. �� - • . •. - APPLICABLE TO 'STATIONARY C.A.R. ' � a v v AND OPERABLE UNITS TYPICAL ANCHORS a TYPICAL ANCHORS PRODUCT RENHWED $ 3/16" X 1-1/2" SEE ELEV. FOR SPACING 3/16 WEEP SLOT SEE ELLV. FOR SPACING as eomplybig%%rith the Florida WEEP SLOT 2/ SILL AT XX DOORS Building Code „• 1 1/SILL AT S1D£LITES1/ SILL AT X DOORS AviceplanceNo_ �../ © O� Browing no. EDGE DIST. EDGE DIST. B.qpia�tlo��Dole STATIONARY UNITS OPERABLE YJNIT_S � _ � W�4�5 A9imoi:1;)4aProduct Control sheet 3 of 7 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS ` TYPICAL ANCHORS w FOR SPACINGart Y a SEE ELEVATIONS t U FOR SPACING v ro EDGE DIST. Z METAL MIAMI-DADS COUNTY APPROVED 0 -t N STRUCTURE MULLION & MULLION ANCHORS '"" H a SEE SEPARATE NOA si ' O o Hit aU a Q k I O � i Caa WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 0 o 07X 1 o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND T'RANSF'ER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING J TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q 14" DIA. ULTRACON BY TELCO (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES fi 1-3/8" MIN. PENETRATION INTO WOOD a THRU 18Y BUCKS INTO CONC. OR MASONRY t° 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u 411- DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ' •.• •••••• f�14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) "'; fn ¢'t°'� ""••' INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/4;' , p t; ^ 00000� INTO METAL STRUCTURES •0.: z� •fit is :0600 STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) •••• �0:ioii3'.. 0•:•00 ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED):••: •E3 0 1 of •• • s W04 :04•.`�i •••.:. TYPICAL~EDGE DISTANCE t1�1 • INTO CONCRETE AND MASONRY = 2-1/2" MIN. •• • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCTURE = 3/4" MIN. Tl CONCRETE AT HEAD, SILL OR JAMBS f'C 3000 PSI MIN. $ U C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm - 2000 PSI MIN, a ffi# SEALANTS: N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. flAQ0OC'P 149VI6Ef,4f y c 9 o N 06 ra Xviyfpq WIA tlss F�eAre. o o ± ry AaK4arsxe N4 �KplrelMst 1lAh ►. � a w .. V de ~ bti g Engr:.JAVAD AHMAD 111 o n o PRODUCT RSNHWED _ CML - - g n vs with the Florida FLA. 3535 Acte C.A.H.70592 utg Colo e .l 2 ' s Aeceptance No v `v 04 Iv?irn�i II da PQ� drawing no.4rdWW04_5' oC sheet 4of 77) (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE WARNING) 1/4" R4AX.• : 11 AT 10" FROM EACH END I #10X 3/4" SMS F d SHIM FROM ENDS O CONCEALED FLUSH BOLTS do 14" O.C. MAX. 12 0 3 ► a. : 4 26 AT 10" FROM EACH END 0 m ILI 5• 13 13 ACTIVE LEAF 1N—ACTIVE LEAF a n. ` C v v 22 10 16 34 7 18 9 Q e= VIM,, I• o :° 25 29 24 23 29 25 21 21 22 (y „ 8 J 17 7 Q w H D.L. OPG. D.L. OPG. h SIDELITE PANEL WIDTH LEAF WIDTH a FRAME WIDTH 34 22 0 EXTERIOR OPTIONAL TRIM ••b TYPICAL ANCHORS OPTIONAL REINFORCING • ••. •• • SEE ELEV. SEE SHEET 2.2 FOR CAPACITY OXXO � � • � U � • FOR SPACING .96" X 2" X .96" X 1/8" • 0] • • .. .. • FULL LENGTH STL. CHANNEL f � •••••. • • til (STEEL TO BE PAINTED OR PLATED) 3 4 � •••• C0-0 ••: y •ii•� •.i••• TYPICAL ANCHORS •• • I� Z_' �� SEE ELEV. •••••• FOR SPACING 113Y 1/4" MAK. • •'off•� ••••i• WOOD SUCK SH161 OPTIONAL REINFORCING • � � • • WON � • SEE SHEET 2.2 FOR CAPACITY � u7 � � �...•: 1/4- MAX. 1/4" MAX. 96" X 2" X .96" X 1/8" 27 " •••• 2 f11LL LENGTH STL. CHANNEL 2 SHIM SPACE SHIM O (STEEL TO BE PAINTED OR PLATED) O Z ,@ 2 WOOD 8U ,C 13 ACTIVE LEAF OR ACTIVE LEAF z WOO STRU URE 8 '^ 8 In + — 34 30 � .0 z p 0� z � u 19 O P CO 24 29 X 19 34 . 19 34 23 21 L o w u v 8 TYPICAL ANCHORS g, 17 7 SEE ELEV. FOR SPACING X--O TYPICAL ANCHORS D.L. OPG. J I:ngr: JAVAD AHMAO fkOWt3 "l NEVISdEA d g METAL FSEE ELEV. -OR SPACING FLA. PEAL 70592 wWy1Y�6 with Ilea Fierfdi. g M LEAF WIDTH YR0DU f ELI. Lp C.A N. 536 fi kv%Low STRUCTURE Ilk nE wlth he Florida Ae�DftRtice N��Z=Qw .2 Blu1duti�C_•ode �� tltplralfsr 1>titte FRAME WIDTH Acuptunce d\'o _0 AIJILuLlon ite � �a r 1. ffff G �! ��' drowing no. EXTERIOR: _ .4� �� t44ad __ .� W04-51 X } oiiii Bade Ploducl Control sheet 5 of :7DI ITEM 0 PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS N w 1 ES3401-1 1 FRAME HEAD 6063-T6 - ,n 2 ES3001--2 2 DOOR FRAME JAMB 6063-T6 - d 3 ES3002-1 1 FRAME SILL (STANDARD) 6063-T5 - z j 3A ES3025 1 FRAME SILL (HI--RISE) 6063-T5 -- 0 1: 4 ES3003•-1 AS READ. SIDELITE ADAPTER 6063-T6 - F a CL 5 ES3004 AS READ. SHEAR PLATE 0 ANCHOR LOCATIONS 6063-T6 3" LONG p v 6 ES3005-1 2/ LEAF TOP AND BOTTOM RAIL 6063-T5 - d 6A ES3024 2/ LEAF HI-PROFILE BOTTOM RAIL 6063-T5 - 7 ES3006-1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063-T5 - 0 n 8 ES30D7-1 1/ LEAF DOOR LEAF -. LOCK SIDE 6063--T6 - 9 ES3007-2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063-T6 - ev 0 M 8 IX 10 ES3008-1 AS READ. SIDELIIE STILE 6063-T5 - 0 h sl 11 FB-1202-914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES a 12 FB-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES Q t+. ul �• Z -� 13 ES3011 AS READ. JAMB TRIM 6063--T5 OPTIONAL � 14 ES3012 I SILL COVER 6063--T6 - Q w 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063-T5 - 16 ES3014-1 4/ PANEL PANEL CLAMP 6063-T6 - 17 ES3003-3 3/ LEAF HINGE ASSEMBLY 6063-T6 SEE SHEET 2 17A -- 2/ LEAF PIVOT HINGES - SEE SHEET 2 v 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE g 20 - DEAD BOLT LOCK (PREMIER) - YALE ^ 21 W2232ING AS READ. FIN-SEAL PILE W'STRIPPING - ULTRAFAS • �• �ti•• 22 ES3020 AS READ. BULB WEATHERSTRIPPING VINYL AT SIOELITE PANELS • • a. • 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4"X1/8"X4-1/4" LON06 ��•0 00 00•000 24 AS READ. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7-7/8" LONG•' j • • • Q to >n •••••• 25 - 2/ LEAF 3/8" DIA, THREADED ROD W/ NUTS STEEL - • • • 26 AS READ. FRAME ASSY. SCREWS - #10 PAN HEAD SMS �� 0 rl%.0) '•'•• 27AS REQD. MULLION REINFORCING CHANNEL A36 STEEL - .. _ZN. 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE •• : z ;w • • 29 ES4019 AS REQD. PANEL SILICONE STOP NEOPRENE - • In V64 — • •••••• 30 - AS REQD. 3/8" DIA, X 1/8" HT. BUMPER SILICONE FRANK LOWE RUBBER CO. ; LL1 iN m F :••••: 31 ES4013 AS REQD. WEDGE GASKET EPOM OUROMETER 73*3 SHORE A* •••• • • 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6063-TS 33 - 2/ SKT. BRACKET INSTALLATION SCREWS - #10 X 1" FH SMS N 34 Q/LON AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL b �b Iz T S Y V ItJ a N pl�r�ucr yti�YiSBA WK6 O r el clt4 L 0 4 v Engn JAVQO AHIAAD o o CIVIL o M PROI)UCTRLNt?WBD FLA. PE �t 70582 C.A.N. 3538 -%s complying%viol the Florida �; o AcvBuilding peode �* G�+ v i3 ;; 5 Acc, twice hn I xyurt{on)�i,tep drawing no. tvliniiiiI��.d2 Yrodnct L'ontml�`1 W44--51 sheet 6 of 7 • 4.000 -2.125- 1,779- 2.125 t,779- 361 0.378 'n .225 .668 o 1.500 .1051 t 0 m 078U.2.250 "12 L WEDGE GASKET (SC&C 1:1) 0U 2.ois LL 0, 4 Q Q FRAME HEAD/JAMS 3.350 Q a R 1.609 .078LA .os 395 2.000 ® n a Q I I (D11 .39I ice---2.674-�I � X ! 1.5001 5/16" DIA. t5 WEATHERSTRIP ADAPTER SHEAR PLATE STEEL. PIN Q 3.37.5 1.750-1 � 1.00071 � I 800 .045 (Dole I I g N '° 4.000 .852 2.000 i I 3.500 • .� • Q L • � �..••.� 0000•. 13 .IAMB TRIM (OPTIONAL) •• • C) 4 •• •.. .913 • 00 0000.0 ••• w] to Ln •T • 1.112 t7 3 PIECE HINGE ••• o :� F ;0.00• 590 '• % O 0► 0000• �6 TOP/BOTTOM RAIL 250 1.fi t .960 0 0 o ff • 0 0 0 0•• • 2.674 .129 PRUI)UCf RI"sNEWEO • • ;�' •- • 2.000 �viUt the Florid+ • a Y • 078 ottildbas Code 22 1--2>J .� W'�n � • .395 iG PANEL CLAMP ocDate4� T NOMA. 0750 r f 2.000 O Contc MULLION - l .913 27 REWF. CHANNEL Mmmi Bade Product 3.350 2.163 A til .590 1.145 PttUi�UCT�IIGVibAQ `-' R "' 4 SIDELITE ADAPTER 1.75 .621 .913 490 078 1 whA 1Re Flertda g U m z o ..K tU Ezra 1.145 _ _ 1 500 iisfr/slierteY^ 475 .094 .563 l z u z .062 � .078 I � �! �k�---4.000� .927 to SIDE LITE STILE ,o n to SILL COVER 7 250 FRAME SILL (STD,) 015 A W 4,625 7.750 1.954 .913 ` 4.000 .094 490 1.145 .082 Engr.JAVAD AHMAD _ s� - CIVIL 3 1,984 T- FLA PE � 70592 -- -- Li .590 1.750 C.A.N. 538 1.750 .590 1 2.000 i $ ' t? i 14 4.Oop__ -� 563 ''��, drawing no. 094 .913 I I 079 4.000--�I W04--51 F�-1.750-moi 0 HINGE STILE 0 LOCK STILE/KEEPER STILE 8n HI--PROFILE BOTTOM RAIL 3A FRAME SILL (HI--RISE) P sheat6.tof 7 i 2 OD 3 26 16 16 Q.� �d w 1 a a a 0 ° IILI a 25 25 V C a0. dag U. 46 o FRAME TOP CORNERw.. ••• LJ • • '1 ••�• c�� Or .KEN •.••.� 26 • • iii o i ,Q DOOR LEAF CORNER STATIONARY PANEL OR SIDEL ITE CORNS °w m W -10 )MV1110A X z as iaM iui whA the vtasiTh. ,�t+atFw►t)xic_ J41 'N>i Enyr: JAVA9ANAtAO `�� o .FRAME BOTTOM IQ,oBN R PRODUCT RENLAVED Rk PE 0 70592 .A. o M CN. 538 w complying with the Florida = , Uuildini;Code Accrptatce No 4—~ . $ Fi.+�ihrijUfuDalg _ _ O�, drowing no. Miami Dade Produrt ConlroT W04-51 Aj,, YY 04'-5 q 1 sheet 7 0 7 1gr c6? _E6-z" REt81VEDJ MAS 016 M IAM I•QADE MIAMI-DADE COUNTY . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleeonamv ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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. DESCRIPTION: Series"5100 Fixed Casement"Aluminum Fixed Window—L.M. I. APPROVAL DOCUMENT: Drawing No. W11-15,titled"Series 5100 Aluminum'Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 03/22/11,with revision D dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., 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 ,proyi4ed So the user by the manufacturer or its distributors and shall be available for inspgctioilat�1P job sitC:a£thD request of the Building Official. This NOA revises NOA#12-0223.43 antl.Corl, js;f.;hp pale an.levidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was revi;wed by Manuel Perez,P:E. •• NOA No. 15-0129.04 MIAMNDADE COUNTY • •••Expiration Date: September 22,2016 1 �) Approval Date: May 14,2015 Page i . . . . . . . . . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0531-09) 2. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets I through 7 of 7, dated 03/22/11,with revision D dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 'rest 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 along with marked-up drawings and installation diagram of an aluminum fixed casement window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-6294 and FTL-6295,dated 02/25/11 and 03/16/11 respectively,both signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0531.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-stn Edition (2014), dated 10/28/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice.of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/1.7. • •• • • • • ••• • • •.• ManueQEx ,P.E. . . . . . . . . . . . • Product Contrminer •• NOA No29.04 • "' "' Expiration Date: September 22,2016 Approval Date: May 14,2015 ... • ... . • %: ' ... . . . ... . . ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated October 28, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 11-0531.09) G. OTHERS 1. Notice of Acceptance No. 12-0223.43, issued to ES Windows, LLC, for their Series "5100 Casement" Aluminum Fixed Window - L.M.I., approved on 05/24/12 and expiring on 09/22/16. • ••• . Ma ojel Pel P.E. . • ' ' • ' ' • • Product Control xa iner • Y Y • • e •• . • • . • ' • NOA No. 1 - 29.04 • .. • "' ' Expiration Date: September 22,2016 Approval Date: May 14,2015 WINDOW WIDTH �1 i D.L. OPG Z h 3 SURFACE APPLIED V) Qh 0 FALSE MUNTINS m w " Z OPTIONAL 3 ��,o Q a N (L - _ v O O 0 U � o I o � 4 II II a& � � s II II o � nX � � O N Li II II Q 3 a Z d i t � I I V) Q ar e{s ' 3r II II II II _ Go II II � I a ii ii o � 3 ii ii 3 •�• • a 390 4 0000•• •X • 0 • 13 1/2- • •:§ • 0 • • 6" MAX. MAX. z uj� N0.- • i•••• HEAD/SILL HEAD/SILL • ' 00000 CORNERS M0�• • ••i•0• TYPICAL ELEVATION z "' • zi l:� J SERIES 5100 DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 6.9375" 'ALUMINUM FIXED WINDOW D.L.O. WIDTH = WINDOW WIDTH — 6.9375" V) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. U o o U /,, O U N N APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH SERIES 5000 ��+ G '- i 8! CASEMENT WINDOWS USING MULLIONS IN BETWEEN. m w m it it LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW MAR 3 0 2016 w ' OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. r N ^ d] BY: - -- 2 Moi . � �J Q N N D I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y a o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY %v m o HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. Engr: JAVA4 AHMAD N G o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORSCML 7 RODUCT REVISED n \ z -EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA_ PE 1 70592 as complying with the Flout o A.N. 3538 Building Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE MAY 8 2015 Acceptance No •04 NOT PART OF THIS APPROVAL. /�frp Ex iral["Date v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dy Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT miami Product REQUIREMENTS INTO CONTACT OF THEWITH FLORIDA BLDISSIMILAR ISSI C D MATERIALS SHALL MEET THE lNAY r W 1 1 -15 2��'' sheet 1 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF [] 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS w GLASS TYPES GLASS TYPES uw_i WINDOW DIMS. 'C'. 'D', 'E' & 'F' WINDOW DIMS. 'C', 'D', 'E' & 'F' .090 INTERLAYER .090" INTERLAYER 1 WIDTH (W) LENGTH (L) EXT.(+) INT,(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) BUTACITE PVB BY `DUPONT' SENTRYGLAS BY 'DUPONT' Z 3 24" 90.0 90.0 19-1/8" 90.0 90.0 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 0 z 30" 90.0 90.0 26-1/2" 90.0 90.0 SILICONE SILICONE H a 36" 90.0 90.0 37" 90.0 90.0 DOW CORNING 795/983 DOW CORNING 795/983 Q o a N 42- 42" 90.0 90.0 48" 26" 90.0 90.0 to M 48" 90.0 90.0 53-1/8" 90.0 90.0 5 (n N a 54- 90.0 90.0 62" 1 90.0 90.0 to s 4 4 II it I] � � � � � 3A tt O 60" 90.0 90.0 19-1/8' 90.0 90.0 jj II it lin v t 62" 90.0 90.0 26-1/2- 90.0 90.0 j II II 11 !I !I? a 0 >Q r 11 i I' 24' 90.0 90.0 37" 90.0 90.0 - _ 30' 90.0 90.Q 48. 38-3/8" 90.0 90.0 a a Q C6 h 0 3S' 90.0 90.0 53-1/8' 90.0 90.0 FeQD � y O 42" 48" 90.0 90.0 62" 90.0 90.0 AT 1/4 POINTS ON LITES LL 48' 90.0 90.0 19-1/8' 90.0 90.0 9 WIDER THAN 36" J (Z7 NN { 54' 90.0 90.0 26-1/2" 90.0 90.0Q ri F F GLASS TYPE 'C' GLASS TYPE 'D' SETTING BLOCKS AT LAM. GLASS 60' 90.0 90.0 37" 90.0 90.0 NOTCH GLAZING BEAD LEG 50-5/8" TO CLEAR BLOCKS 62' 90.0 90.0 48' 90.0 90.0 � 24- 90.0 90.0 53-1/8- 90.0 90.0 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS 30' 90.0 90.0 62 90.0 90.0 OR OR 36" 90.0 90.0 19-1/8' 90.0 90.0 5/32" TEMP. GLASS 5/32- TEMP. GLASS o 42' 54' 90.0 90.0 26-1/2- 90.0 90.03 •� 48" _90.0 90.0 37" 90.0 90.0 1/4" AIR SPACE 1/4" AIR SPACE : x •• • ••••:• 54" 88.5 88.5 48" 63" 90.0 90.0 1/8" HEAT STREN'D. GLASS 1/8* HEAT STREN'D. GLASS •Ci .• . : •• 60' 88.5 88.5 53-1/8- 90.0 90.0 INTERLAYER • ••aD1 •J Wil •` • •••••• 090 INTERLAYER .090" • � • • • 62" 88.5 88.5 62' 77.1 77.1 BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY `DUPONT' z 0) •••••• 24" 90.0 90.0 19-1/8' 90.0 90.0 • In ¢ 1; •• • • 5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN'D. GLASS •� p 0) n ••:••• 30' 90.0 90.0 26-1 /2" 90.0 90.0 SILICONE SILICONE • •• M• • ••••• 36' 90.0 90.0 37" 74-f 4- 90.0 90.0 •6 3 J • / DOW CORNING 795/983 DOW CORNING 795/983 • o �• •••••• 42" 60" 90.0 90.0 48" 90.0 90.0 m W ; •`: :� Z •• 48" 90.0 90.0 53-1/8" 90.0 90.0 Z to m • W LO• �•Y• • ••.••• 54" 88.5 B8.5 19-1/8. 90.0 90.0 it N ij j jj jj it Ij .� i" M �•M• • • • 60" 79.7 79.7 26-1/2" 90.0 90.0 3B I \ 3B 62' 79.7 79.7 37" 76" 90.0 90.0 !I j ij iii !j II • 24" 90.0 90.0 48" 90.0 90.0 !I li I! 11 I i 30" 90.0 90.0 51' 1 90.0 90.0 0 0 36" 90.0 90.0 0 42" 66" 90.0 90.0 �c 9A AT 1/4 POINTS ALL SIZES O i a NW 48" 90.0 90.0 w w o o 54' 88.5 88.5W SETTING BLOCKS AT INSUL. LAM. GLASS vii ? r ii 59" Bt.o 81.0 �-�{ GLASS TYPE `E' GLASS TYPE 'F' NOTCH GLAZING BEAD LEG y g a 24' 90.0 90.0 , I TO CLEAR BLOCKS ce GLAZING OPTIONS 30' 90.0 90.0 - -" inW-O 72' 90.0 90.0 C42" 90.0 90.0 O LNOTE: 248" 90.0 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING L 54" 1 88.5 88.5 " EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 24" 90.0 90.0 3 En r: JAVAD AHMAp 30' 90A 90.0 9 CML PRODUCT REVISED N n o as complying with the Florida 76' C.AN. 0 Building Code O 36- 90.0 90.0 FIA. AE 70592 e n �_ _ 42` 90.0 90.0 Acceptance No I��'0l F •0Q- a ;; NOTE: Expiration Date 0�(O 48' 90.0 90.0 a u WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED " 51' 90.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: AAY15dyMiami ado Product Cdhtro drawing no. GLASS CAPACITIES ON THIS SHEET ARE 2015 W 11 -15 BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 2 of 7 MTYPICAL ANCHORS � SEE ELEV. FOR SPACING X As OD Z % ANCHORS TYPICAL ANCHORS _----_ _ �4 TYPICAL SEE ELEV. FOR SPACING --------- -------_—_ _ l Z F W SEE ELEV. FOR SPACING r-71 --- o toy METAL t I MIAMI-DADE COUNTY APPROVED 1 1 CIA Q a N a 4 WOOD BUCK STRUCTURE j I MULLION & MULLION ANCHORS I EDGE DI � 0 C EDGE 11 SEE SEPARATE NOA EDGE DIST• '" a. DIST. d 1 EDGE o .e.a a" a a e e' l e n . 01ST. I, .�-• _ 0 h LL 0N�a i o � 3� N En 1 � N M Wz 5 O r ��ELEV. FORRSPACING t< J 2 �. co WOOD BUCKS BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS ii MUST SUSTAINtoEIMPOSED BY GLAZING AND TRANSFERHMTTTEBILDINGSTRUCTURE. � i J t5 t TYPICAL ANCHORS: SEE ELEV. FOR SPACING m -J Lal (Fu-177 KSI, Fy=155 KSI) z (A(n }•— ,` �� DIA.T � ` ' ` m •••1 �hOR WOOD STRUCTURES •••• 04 r j•1 .' i tMIN• PENETRATION INTO WOOD •••.• C> Z•• :0 1^1/2. ....:. 1 THRU 1 BY BUCKS INTO CONC. OR MASONRY o CONC. OR MASONRY .... N w a ! 1_1/4' MIN. EMBED INTO . gyp .. o 0 .... '� ..... O t DIRECTLY INTO CONC. OR MASONRY •••••• N t+�•n•g •• ••• $ p t7a j 1_1/4" MIN. EMBED INTO CONC. OR MASONRY ..•..• ....�. 3GRADE 2 CRS) •••••• • c SFI F DRILLI C: SCSE1!![� � • • • • MIN. THK. _ .080")• • INTO MIAMI-DADE COUNTY APPROVED MULLIONS ( •••••• • • po INTO METAL STRUCTURES •• ` $ • 1li KSI MIN.) STEEL : 12 GA- MIN. (Fy = 36 o Z THK. MIN. (6063-T5 MIN.) m :o, oN WXT ALUMINUM 1/8 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y� W EnrF DISTANCE 2 INTO CONCRETE AND MASONRY = 2" MIN. r N N INTO WOOD STRUCTURE = 1 MIN.. INTO METAL STRUCTURE = 3/ o a o N A aL 0 , m U d 'i WOOD AT HEAD, SILL 5 R JAMBS a +C0.553000 P51 M{N. ----- - 5 N CONCRETE AT HEAD. Or C-90 HOLLOW/FILLED BLOCK AT JAMBS fpm 2000 PSI MIN. Y Engr: JAVA_ AHMD PRODUCT REVISED iv 1 I — CML as complying with the Florida o FIA. PE 70592 Duild'uig Code e C,AN. 538 Acceptance No '0 o s Ex iration Dale ,�I�O � 8 � DY ,. o .. p i "• iVliam eprodtelCon Browing nc e :t . : .' v.. W 11 --1: a TYPICAL ANCHORS SPACING HAY Zt: sheet 3 of SEE ELEV. TYPICAL ANCHORS EDGE DIST• SEE ELE11• FOR SPACING EDGE DIST. V � i Z ,• i � J Q Q a a M U 1/4" SHIM MAX. O _ O p t� a a � 28Y WOOD BUCK t/a. d ;M g W D STRUCTU SHIMS O b Q p v 5 TYPICAL ANCHORS y F9i 1/2, Ln SEE ELEY. FOR SPACING 3 2 JQ J y - HH4 - Q zW _ D .........- 00 p h TYPICAL ANCHORS ? • FOR SP CIG ELEV. ti EXTERIOR a • D.L. OPG. CL • v • •X • • • L • )5• •3E -J LLJ • WINDOW WIDTH ' •Z W '' • ' ••••• r� (n� cab� • • • • � ♦-•� i ••••• • 8 Z J�• ••••:• • •� Z u- W • Q •• • • E�- � X• • • 3/16- MAX. •SHIM ' TYPICAL ANCHORS SEE ELEV. W FOR SPACING a 0 cci C Z T o ' r4 ~ W W IJ W a O � N V U ou 00 0 z a W O W (� U26-- u" i METAL STRUCTURE En r: JAVAD AHMAD A o 9 PRODUCT REVISED N FLA. PEAL 70592 complying Kith the Florida o C.A.N. 536 as Building Code Acceptance No a - 8 a Expiration Dote Ey c--- —-- A 15 Miam' tide Prodma n drawing W11 -15 sheat 4Of 7 ' TYPICAL ANCHORS TYPICAL ANCHORS � N SEE ELEVS. FOR SXCING SEE ELEV. FOR SPACING EDGE DIST. F---------------- —� Z 4 3 METAL r---------------- EDGE DIST. STRUCTURE I I MIAMI COUNTY APPROVED j 1 0 ' z e j I MULLION & MULLION ANCHORS I N ° I � SEE SEPARATE NOA i1 i n A ' II 11 d n. I 1 DIST. i i Q M U L------ -----------�1 ... --------J li 10 10 = 1 10 00 �^J \ N \ N It 0 (L g 0 � ; � ALT. Q 3 0 TYPICAL ANCHORS Q w SEE ELEV. FOR SPACING u p n 3 � • W • • 00*000 • . !DOI • • • O •.... 1/4" MAX, ' ALT. p � r+t� ..... SHIMS • Z_ .ar ...... • e � 10 ;�' 3z ` o •• NLA K • • • (n n • • • 4. 40 4 . W 4 e p (n ch 7 rp ch .4 0.' po 8 U U d - � V a � -Ca CO V pp K Z 2W1 I TYPICAL ANCHORSB 'i c m o ALT. SEE ELEV. FOR SPACING 0- 0 8 c 1 o 10 R = C a m o o .. .. . Engr: JAVAD AHMAD PRODUCT REVISED N C CML as Building cornIY�8with the ForidaFLA. PE 370592 C.A.N. 538 Acceptance No o v ' TYPICAL ANCHORS Espiralion Dale /(p $ b SEE ELEV. FOR SPACING \ By EDGE DIST. 0i5 Mimni adeProduct on drawing no. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER W1 1 --15 sheet 5 of 7 2.391 - ITEM PART N QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS V 1 £S5015 4 FIX. WOW, FRAME 6063-76 Lu 2 ES5016 4 FIX. FRAME COVER 6063-T6 'v 3A ES1103 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T5 Z 3 38 1 ES1017 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 - 0 '11 z 4 27-425 AS REOD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' I- W cot a 2.123 5 - AS REOD. FRAME ASSEMBLY SCREWS - #10 X 1' PH SMS IIL L o O 3.471 1.876 6 PJS40-SS AS REOD. CORNER LOCK ST:STEEL SULLIVAN & ASSOCIATES 0 P1 U 7 AS READ. '1X3 CUSTOM MULLION 6063-T6 - CL 7A - AS REOD. 1X3 STANDARD MULLION 6063-T6 - 0: Q a - 062 8 - AS REOD. MULLION CLIP 6063-T6 - 9 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16' X 3-1/2' LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 01 co: W lei► g 9A - 2/ LITE SETTING BLOCK, 5/16" X 5/8" X 4" LONG EPDM A7 6" FROM EACH END, DUROMETER 75±5 SHORE A G a Q1. A 1.382 10 ES-5017 AS REOD. FLUSH FRAME ADAPTER 6063-75 OPTIONAL 0 °d a O1 FIX. WDW. FRAME 11 - AS REOD. GLAZING TAPE (1/4" X 1/2") FOAM y G SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS Q os2 172 SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. 6 .891 -j O FIX. FRAME COVER / 0 329 / •� •• . : •• • • w •J� • •••••• .8EI'70 . 50 R� .8 _ •• '••••••••• � �•M1a. � ••:••• GLAZING STOP (LAM. GLASS) N u g • .1351 r1.868 12A .06 f L-F— f- `t w 803 050 .500 7251 o 1 �2 ' W W u 0 N � L1.083 L 2,063 0 a o 36 Va � a GLAZING STOP (INSUL. LAM. GLASS) 10 FLUSH FRAME ADAPTER 720 N e -�j 1.000 �{ 1.OD0 . I I 5 p O N N O .338 j Popo O a cn U o NOTCH '- c 125 .125 OPTIONAL 1/2' : ■ 3.000 3.000 .125 x•750 NP• FRAME CORNER Engr: JAVAD AHMAD ;:;nDUCTxEv1SED n ° CML •.coin complying 2.000 FLA. PE 70592 P Yin with the Florida O \ _ C.A.N. a E%oiiding Code - Acceptance No Ed. Fx iratio Dale Z0�(D U.338 I By 3.750-- Miami . deProdactC0ntW drawing no. 1 X3 1 X3 M W11 - 15 7o CUSTOM MULLION 7A STD. MULLION oe MULLION CUP sheet 6 of 7 MULLION LOAD CAPACITY -PSF MULLION LOAD CAPACITY - PSFLd I x 3 1 x s 1 x s 1 X a CLIPPED MULLIONS WINDOW DIMS. STD. MULE. CUSTOM MULL WINDOW DIMS. STA. MULL CUSTOM MULL EXT.(+) EXT.(+) EXT.(+) EXT.(+) Z 3 WIDTH (W) LENGTH (L) INT.(-) INT.(-) WIDTH (W) LENGTH (L) INT.(-) INT.(-) O J 26-1/2- _90.0 9010 30". 90.0 90.0 Q 37' 90.0 90.0 36" 90.0 90.0 D Q 2 n I 42" 90.0 90.0 42" 90.0 90.0 45" 58"- 90.0 90.0 48" 54" 90.0 90.0 O M O i i O W M U 48' 90.0 9010 54" 90.0 90.0 z � o Z LL 53-1/8- 90.0 90.0 60" 90.0 90.0 C 62' 90.0 90.0 62- 90.0 90.0 G rl 26-1/2" 90.0 90.0 30" 90.0 90.0a >Q O 37" 90.0 90.0 36" 90.0 90.0 0 ti p 1 45' 63" 90.0 900 48" 60' 80.0 90.0 �_- Q 3 ii N ' 48' 90.0 90.0 54` 90.0 90.0 Lh z 0W1 W2 J � 53-1/8" E590.0 90.0 60" 90.0 90.0 Q W N 62" 90.0 90.0 62' 90.0 90.0 •i 26-1/2" 90.0 90.0 30" 90.0 90.0 TYPICAL ELEVATION _ 37' 90.0 90.0 36" 90.0 90.0 SIDE BY SIDE WINDOWS = 42" 82.5 90.0 42" 90.0 90.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 74-1/4' 66" ._j 45' 78.6 90.0 48- 90.0 90.0 48' 75.4 87.4 54" 90.0 90.0 WIDTH (W) = Wl 2 W2 3 53-1/8* 1 71.0 83.2 59" 90.0 90.0 ••LO • 26-1/2" 90.0 90.0 30" 90.0 90.0 • •4 f •••••• • • • 37' 84.2 90.0 36` 90.0 80.0 42' 76" 76.4 90.0 42` 72" 90.0 90.0 • 1<• J LLil •• ••••i• 2 3/4" 1/2' TYPICAL ANCHORS • Uj N • i•••a i 45" 72.6 87.6 48" 83.6 90.0 � u� • • 48" 69.7 84.5 54" 78.4 86.8 8 SEEESHEET 3 •CUP3 07 51' 87.1 81.9 30" 90.0 90.0 FOR DESCRIPTION >� OQ M I ••••• • • • • ••••• 36" 86.1 90.0 0 - 3, • " •-1•. •••••• 42" 76" 76.4 90.0 • In• 3 Z U- •• 48" 69.7 84.5 i w !n Q¢ ••••i• 51" 67.1 81.9 e & LjM� ? • • N •••••• NOTES: ••• • 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION, ® W W 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 7. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO W L ENTIRE SYSTEM. \ O F m N W W W o 2 z o N U 4 o o a m 7 z z � m SERIES 5100 SERIES 5100 FIXED WINDOW FIXED WINDOW AD I c ri o o ri 0 d m Om N N 9 " - - -___- - + + -_ _ _ -= En r: IAVADAHMAD C4 N 9 CML PRODUCT REVISED c+i FIA. PE 70592 as complying with the Florida o i C.A.N. 1538 lluilding Code Acceptance No �g� 2q•OQ' o ExpirationDate EXTERIOR drawin no. WINDOW WIDTH WINDOW WIDTH Miami Frodtsd'Cot1 9 W 1 1 -15 MULLION MAY 8 015 sheet 7 of 711 -�: _ CPU MIAMI- MAR 3 0 2016 MIAMI-DADE COUNTY • PR DUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RES ES_(RER 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION l`(786)315-2590 F(786)3t5-2599 NO'T'ICE OF ACCEPTANCE (NOA) www.miamidaae.eov/economy ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and"accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve, modify, or suspend the use of such 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. DESCRIPTION: Series 115000" Outswing Aluminum Casement Window—L.M.I. . APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 1O, dated 01/23/08,with revision E dated 05/06/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia S.A., 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 prodect, 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 shill be done in its entirety. �, .. : 0 0 0 0 0 0 INSPECTION: A copy of this entire APA ,jhal1•be:rr:4d1d:to the user by the manufacturer or its distributors and shall be available for inspw4ibn.aCtlilolt ite;t It ;request of the Building Official. This NOA revises NOA#12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. - The submitted documentation was reviewed bar MarfluP�$efez,P�k ; . . . . . . . . . . NOA No.15-0129.05 MIAMI RADE COUNTY Expiration Date: April 03,2018 fj 1 Approval Date: May 14,2015 " Page 1 . .. .. . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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, Type`B"Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0419.01) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type`B" Window, Grade 10,per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked—up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (2014), dated 10/27/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, PAF,. ... • • 2. Glazing complies with ASTM 11:130D-09; . .. . . . . ... . .. ... .. . . . .. • Manu L4 P ez, E. • Product Controler .. . . ... ... . NOA No. 1=.05 •• •• Expiration Date: April 03,2018 • Approval Date: May 14,2015 . . .. . . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12%11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 11-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07,signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window- L.M.I., approved on 11/08/12 and expiring on 04/03/18. . .. . . . . ... . • Manuel Peren P.E. •' Product ControV1129.05 Iner • NOA No. Expiration Date: April 03,2018 '' Approval Date: May 14,2015 9' U A SURFACE APPLIED3„ 3' o 4 FALSE MUNTIA I _ OPTIONAL 4 I cp 55p C it / \ M 0 rx X w 57 \ x G7 \ af) 0 — `f Y Ny (} 5 i O . p 2 'ah O N I- --)'(jam----- e it M I M O n z ^ W �O D I I \ n O n Z (DD X03 3 > \\ it /! \ / �30in w f rw- g to IN CAM LOCKSMULTI POINT LOCK0410 117(2) LOCKING POINTS ..•••• ALL SIZES w LOCKING POINTS v► • •� • •• Mz SEE CHART mW • •~ '•� i ••.•i• 30' \ a 30 5/8" 30 5/8" N M zz D.L. OPG NO. OF D.L. OPG D.L. OPG ' M vWOW. HEIGHT KEEPERS 35 7/8' '• • VJ '35 1/4' UPTO W • • •••••••• AT SASH .;' : ..... VENT WIDTH 26' 2 VENT WIDTH VENT WIDTH 37" 40' 374. . r . ?y �.4 ...... WINDOW WIDTH 52" 4 • • • •• 76" 5 WINDOW WIDTH • nolo • SINGLE (Xl J' - 3 ��• • DOUBLE (XX) � z •••• o ' ' O � TYPICAL ELEVATIONS N 2 tUro5 � SERIES 50004r- ALUMINUM r- AL MINUM OUTSWING CASEMENT WINDOW U m DESIGN LOAD RATINGS FOR THESE WINDOWS 70 BE AS PER m ZMAR � O � c .Q o o a o CHARTS SHOWN ON SHEET 2. u APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE BY': 0 B . . - COMBINATIONS ..- W Q O COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 o a B a < a FIXED WINDOWS USING MULLIONS IN BETWEEN. ayi LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. c cc o d of `p Q N N N O THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O :; REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY m o o W HURRICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUIRED. LOADS TO THE STRUCTURE. `ol Eng JAVAD AHMAD I ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS _ - CML PRODUCT REVISED N o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. _ FLA. PE f 70592 as complying with the Ftoride I i c 5 D ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 338 Building CodAcceptance 110 1 o o � NOT PART OF THIS APPROVAL - 1 Lxp'mtiun Date this A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By I -"— j ff BUT NOT Miami ade Product drawing no. COME MATERIALS NTO INCLUDING CONTACT WITH OTHER MD DISSIMILAR TMATERIALS, SHALL WMEE LATHE �5 W08-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE. ' sheet 1 of 00 DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCK WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCK � 0 GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPESale WINDOW DIMS. A. B. C. D. E. F 'A' `B' C', 'D', 'E', 'F' WINDOW DIMS. A, B, C. D, E, F A' B" C', `D', 'E', 'F' Z n 3 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) IXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 0 0 H Q 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.p 90.0 37 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 N 26-1/2' 26" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-1/8" 26" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 q a N � 37' 85.0 85.0 85.0 85.0 90.0 90.0 90,0 90.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 IL B W 0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/e' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 t] LL 26-1/2' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 53-t/8- -3/8" 65.0 85.0 85.0 85.0 .90.0 90.0 90.0 90.0 C t ti 36-3/8' G 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0rl 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84" 85.0 85.0 65.0 85.0 90.0 90.0 90.0 90.0 a 0 M 0 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 .3 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 C IL Q C 26-1/2` 85.0 85.0 85.0 85.0 90,0 90.0 90.0 90.0 53-1/8` -g/8 B5.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 0 C 50-5/8' 37' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 3 I n 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 11 z 19-1/8' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 3 Z 26-1/2" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 53-1/8' 63 78.9 78.9 78.9 78.9 78.9 78.9 78.9 78.9 Q W1- 83' 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 74 67.7 67.7 67.7 67.7 67.7 67.7 67.7 67.7 42' - - - - - 90.0 90.0 84" - - - - - - 60.8 60.8 19-1/8' - - - - - - 90.0 90.0 37' - - - - - - 63.9 63.9 28-1/2' 74-1/4' - - - - - 90.0 90.0 53-1/8" 74-1/4' - - - - - - 47.2 47.2 " • 40.1 40.1 • r� • 37 - - - - - - 90.0 90.0 74' - - - - - - • •�o. •••••• _ _ _ • • 9010 9o.0 37' - - - 59.5 59.5 •v • • 26-1/2' 76' - - - - - - 90.0 90.0 53-1/8- 76" - - - - - 43.9 43.9 • • •• i ••••i• 36' - - - - - - 85.4 85.4 74' - - - - - - 37.2 37.2 • • V • • J •••••• 24 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48- 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 •t,. • • • • LJ • • • 26 85.0 85.0 85.0 85.0 90.D 90.0 90.0 90.0 56` 85.0 85.0 85.0 85.0 90.0 90.0 9D.0 90.0 �y px •• • ••••• 32" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 • (j (". • •••••• 36' Q. 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72' 48' 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 • + '_ .-•�j• •••••• 0 't I • 40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80" 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 �' p 100 •• 42' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 84' 85.0 85.0 85.0 85.0 9D.0 90.0 90.0 90,0 • Z •. ro •••••• 24' 85.Q 85.0 85.0 65.0 90.0 90.0 90.0 90.0 48' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 : �' 3 Z '� • • • o •••••• 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 01 N e JE . • • 32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64" 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 M •J • 35' S4" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72' 54' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.07 40" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 80" 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 115.0 85.0 90.0 90.0 90.0 90.0 84" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 9D.0 24' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 48' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 9D.0 v, 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 85.0 85.0 85.0 85.0 88.0 88.0 86.0 86.0 W 8 32" 60" 65,0 85.0 85.0 85.0 40.0 90.0 90.0 90.0 64" 79.3 79.3 79.3 79.3 79.3 79.3 79.3 79.3 0 o u 36" 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 72' s0" 72.8 72.8 72.8 72.8 72.8 72.8 72.8 72.8 so � N s 2 W 40' - - - - - - 9010 90.0 80" - - - - - - 68.0 68.0 v a z�3 a 42` - - - - - 90.0 90.0 84" - - - - - - 66.2 66.2 v U a a N 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48' 74.4 74.4 74.4 74.4 74.4 74.4 74.4 74.4 w 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 56' 65.1 65.1 65.1 65.1 65.1 65.1 65.1 65.1 32' 66' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 64' 66' 58.3 58.3 58.3 58.3 58.3 55.3 58.3 58.3 36' - - - - - - 90.0 90.0 72" - - - - - - 53.2 53.2 NOTE: N a _ _ _ GLASS CAPACITIES ON THIS SHEET ARE o v N N 49.4 49.4 24- - - - - - - 9o.D 90.0 60" - - 588 56.8 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 24' - - - - - - 90.o so.o 46' - - - - - - AND FLORIDA BUILDING COMMISSION � m ° o W 28' 72. - - - - - - so.o 90_o ss' - - - - - - 49.5 as.5 DECLARATORY STATEMENT DCA05-DEC-219 32" - - - - - - 90.0 90.0 64" 72' - - - - - - 4<.2 44.2 36' - - - - - - 90.0 90.0 72" - - - - - 40.2 40.2 `ol 24' - - - - - - 90.0 90.0 48' - - - - 48.1 48.1En9r MLS PRODUCT REVISED 28' - - - - - _ _ - as complying with the Florld'a 1 N a 78" 90.0 90.0 56' - - - 41.8 41.8 SCAN 538592 building Code _ 90.0 90.0 64- 76" - - - - - - 37.2 37.2 Acceptance No 36' - - - - - 85.4 85.4 72` - - - - - - 33.8 33.6 L'xpirntionDatel �C �1p U By MiamiProduct Contra! drawing no. �U15 W08--08 sheet 2 of 10 �ico 0 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS alI .090 INTERLAYER .090" INTERLAYER Z It! 3 BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' 0 Z e+ a ' � F 1/8" HEAT STREN'D GLASS 1/8" NEAT STREN'D GLASS Q a � � SIUCONE SILICONE SILICONE 0 Ov DOW CORNING 795/983 DOW CORNING 795/983 DOW CORNING 795 a z (n z00 zm Q' Q k 11 � � 11 11 ! i i ! V � ri t 0A i 10A i �N 10C !� I� ' !' 0> g gIL ;��j O O* + p + + + + + + L6 "`N u O W W J �' � J 25 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'AGLASS TYPE 'B' LALT,_GLAZING OPTION SETTING BLOCKS AT LAM. GLASS ,°o° THESE GLAZING STOP CAN BE USED WITH NOTCH GLAZING BEAD LEG GLASS TYPES W. `B', 'C' & V. TO CLEAR BLOCKS 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN-D GLASS ' t) i•• •i OR OR • J � �•a • • 5/32" TEMP. GLASS 5/32" TEMP. GLASS —I w •• . ...•• • • 6990* 1/4" AIR SPACE 1/4' AIR SPACE 39 et M • 0000�0 0) w • 5/32" HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS : pM 1z '• .— 3 3 3'• • 090 INTERLAYER .090" INTERLAYER .090 INTERLAYER .090" INTERLAYER tL .. • • BUTACITE PVB BY `DUPONT' SENTRYGLAS BY 'DUPONT' BUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' z • ;""; 0 HEAT STREN'D GLASS 1/8" HEAT STREWD GLASS 5/32" HEAT STREWD GLASS 5/32' HEAT STREN-D GLASS g ( . u) SILICONE SILICONE SILICONE SILICONE vi � M � DOW CORNING 795/983 w DOW CORNING 795/983 W DOW CORNING 795/963 DOW CORNING 795/983 m m C z z z m m Z y i 11 . 11 11 11 I� II II z 10A , ii ! i! N ii ii ii li ii i u> 1 10 I 108 i ! i ii liil z � ao ,: II VI I !I I� li !i it li l I� O a a w 26 �! �! oo � 26 26 26 C a o o w + + + + U z a O O 00 + + re + + + t N Z K O � c3 �k' 5A AT 1/4 POINTS ALL SIZES d m o c 00 GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' GLASS TYPF. 'F' SETTING BLOCKS AT INSUL, LAM. GLASS L o NO NOTCH GLAZING BEAD LEG > moo TO CLEAR BLOCKS GLAZING OPTIONS Engr. JAVAD MkW CML PRODUCT REVISED NOTE: FLA. PE i 70592 as complying with the Fkwi& o _ TO QUALIFY FOR SMALL MISSILE IMPACT RATING PAN 39 BuilduigCode Acceptance No 5 .05 d v EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. Ex irationDate f$ 08 201 Dy- drawing no. h4i�mi ade Produd W08-08 sheet 3 of 10 I 3 ! TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL SEE ELEV. F FOR i ANCHORS 0 0 1BY w I WOOD BUCKco EDGE DIST. Z pNp 3 a a, 4 ° 11/1�e ° 4:.� °. EDGE ODSTE STRUCTURE MIAMI-DADE COUNTY APPROVED fl 7 Q �Q METAL a 18 ° n ° a d..:a e " 4 ,. MULLION & MULLION ANCHORS t. AEDGE SEE SEPARATE NOA DIST. I g Q g N CI 0. DIST. O O o 14 _i__- cv o a 1 D u; 0t n A 17 m mo m 00 � N � N 0aQQ .� 0 12 \l 1 0 �� N t � WN � 5 15 re TYPICAL ANCHORS IliI SEE ELEV. FOR SPACING Q N 12 I 30 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS el I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM !� I AND TRANSFER THEM TO THE BUILDING STRUCTURE. it ii I � uL� li it 1 � •••od , TYPICAL ANCHORS: SEE ELEV. FOR SPACING x� !! !! I 114" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy=155 KSI) • +• ••••�+ I v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q 1-1/2" MIN. PENETRATION INTO WOOD Lj ''• + ' CL o_ !! I: I THRU 1BY BUCKS INTO CONC. OR MASONRY uj cv,.. ••�••' = r 0: !! !! i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY3 ' 'n •••••• 3 J Q M N • CQ g i� i DIRECTLY INTO CONC. OR MASONRY Z 3; ••'•;, i; 1-1/4" MIN. EMBED INTO CONC. OR MASONRY !! !! 4 . II 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c u INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") HLd LID _j I I' of !� ! 0 INTO METAL STRUCTURES r - � STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) r iii i 3o TYPICAL EDGE DISTANCE LA Q LA0 C I=-- N != N Q, 12 I 19 TRUTH 19A INTERLOCK INTO CONCRETE AND MASONRY = 1-1/2" MIN. INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. ° U W 0 < a doZoa 21 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. > - O - CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. y 22 _ 33 V' C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. o 00 N N N rn O 33 : = v 20 \ � � •� 000 � b' 1 0 I C a m 0 o w 17 14 i a a d a Engr: JAVAD CMLAHMAD I'RODUCT REVISED I N Q FLA. PE 70592 .4 °`* ° °; - v '• dS complying with the FtOrtde o � z 4 \ . ` ° a A :� v PA, C.A.N. Building Code a I A Acceptance No ration Dale I[j a o A O TYPICAL ANCHORS drawing no. EDGE DIST. TYPICAL E�ELEV NFORRSPACING Miami Prodact EDGE DIST, SEE ELEV. FOR SPACING AY1A OB r O8 Y' 2015 YY sheet 4 of 1 0 3/16" MAX. U 00 SHIM C O 48 1/4" MAX. O 54 1 49 45 SHIM Z 3 1 B 03 16 .'WOM BUCKS 56 G_ H TYPICAL ANCHORS 15 51 46 - 59 55 Q SEE ELEV. CAM Q a FOR SPACING p 13 m 0. D O--------- SCREEN OPTt-- � v 16 - 1 1%4" --------- a Li0 CY o Q � A TYPICAL ANCHORS w r 6 14 9 13 8 EXTERIOR 52 50 4 v` -rOR SPACING 4 Q 3 p METAL 16 7 1 Z lA - STRUCTURE D.L. OPG. VENT WIDTH MULTI POINT LOCK OPTION CAM LOCKS OPTION lu el WINDOW WIDTH — °D SINGLE VENT WINDOWSLU •� • • 0Li ••.•• • � •ge • 00000 1/4' SHIMtl• vj W00, .• •.i.• MAX. C 0 01 er N • r'i • BY WOOD BUC 1/4" MAX. o Z 'd • ••••• id • • 0 WO D STRU E 3 16 37 SHIMS v Z L- 15 • :0000: Q v o Q _•r�3 • If) Q -------- SCREEN OPT.---- --- o TYPICAL ANCHORS LJ ruj 1/2" 16 - ------ -----`-- SEE ELEV. FOR SPACING N %-- w ----------- - - - - x A N Q N N U w 0 it W TYPICAL ANCHORS 6 14 g 13 v v SEE ELEV. 16 B D.L. OPG. 36 EXTERIOR a via = n FOR SPACING 7 D.L. OPG. p' N v ,ay oL) VENT WIDTH VENT WIDTH [ID '- WINDOW WIDTH CCood N N 0 of iri D n N O O tl 0ODUAL VENT WINDOWS a u o W Engr. JAVAD AHMAD n 1 c� CML PRODUCT REVISED N FLA. PE # 70592 ns complying with die Flo tdda b C.A.N. 538 Building Code r r — P Acceptance No/�- �29.Q7 0 o a Ex iration Date r8 { By drowing no. U2.lxki ade Product Cow AY 2015 - W08-08 sheet 5 O �0 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING olo Z 3 1z 11 Y. EDGE METAL MIAMI—DADE COUNTY APPROVED 0 a o _ DIST. STRUCTURE MULLION do MULLION ANCHORS `•Ism W N EDGE IST.. p o SEE SEPARATE NOA Q a I EDGE O o a DIST. I a " I 53 \ V) 53 53 0 ALT. Q Q O iazu► - Of 0 TYPICAL ANCHORS L Q �- SEE ELEV. FOR SPACING Q 513 0 Co a A • •�• • sees. �o •• •sees :sees •e sass. • • w •. • .e..• O fn It N ss ss••s • b sees.. MAX. , ALT. • 3 • SHIMS -53 Ii' � ie.se: e a • . 4 : g (n �� Ln Q • N W L — — y r Ij W Gi w p d D N N ia Ld W .Q 0 S w K Ld w It CkI Ld tai z z a in @) M A00 TYPICAL ANCHORS0SEE ELEV. FOR SPACING ALT. i \ y sees.. i Engr. JAVAD AHMAD 0 CML PRODUCT REVISED IN N 5 FLA. PE f 70592 as complying with the Fkw* o p e C.A.N. 538 Building Code °. Acceptance 1, 218 oGx iration D TYPICAL ANCHORS SEE ELEV. FOR SPACING By drawing no. EDGE DIST. Miami adc ProductContro INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER 0 2015 W08-08 sheet 6 of l o 2,125 �v W 1.218 .514 Z 0 C T _ N z i 3.030 P2.0161 900 N062.530 a! O M U II -�{I--.080 ILa .691 SNUBBER V c M CQ 8 9 - 0 A 1 2 3 a FRAME m .329 I O 803 .050 W6zLn 2 J � M2 Q �1' d 062 •837 1.8761 co t0A » FP 2.595 La�i L �3 GLAZING STOP (LAM. GLASS) A • •• ....• .720 • • •• ••••i • - .135-�{ � � '-' .•.•. .528 ' J L5 ••••• J W • .803 .050 -� •• • ••••• 5 6 7 8 VENT (n ••••• O g 1 ••••• L1.083 •.�. • • 4.811 pg '� z �'•'1 �•••• 3.873 GLAZING STOP (INSUL. LAM. GLASS) o Vj v • 1.186 WMA 147 1.888 1.098 T . I •328 J- ,062 ' 2.125 .062 .803 .062 .5431 500 7252 --� tE a X h .250 Fes- v_, o c� ,837 �2.063� w w w rc H91wa GLAZING STOP (LAM. GLASS) GLAZING WEDGE 53 FLUSH FRAME ADAPTER Z g cr 36 IMPOST Cd � � Np � -�{ 1.000 1.000 .720 D o m N N N 1.030 � •338 .L .125 .125 .125 NOTCH OPTIONAL 3.004 3.000 .125 2.750 f71/'PY Enyr AVAD CML� O PRODUCT REVISED `N 1.844 2.000 FLA. PE 70592 es co►nPlYing with the Fbrtda o _ CAN. 35 Builduig Codc �.,88 AccaPlaucc No ! -.D! 05 .338 __ Ed. �~ Expiration DL 2018 v° $ [7 Y drawing no. .794 3.750- �I � A9imtti Con 1 X 3 1 X 3 g �i5 W08-08 37 IMPOST STIFFENER 23 CUSTOM MULLION 23A STD, MULLION 24 MULLION CLIP sheet 7 of 1 Q ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES5001 1 FRAME HEAD 6063-T6 2 ES5001 1 FRAME SILL 6063-T6 oI 3 ES5001 1/ VENT FRAME JAMB-HINGE SIDE 6063-T6 - o 4 ES5001 1/ VENT FRAME JAMB-LATCH SIDE 6063-T6 0 m 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 F W m a I 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - O G � U 7 ES5002 1/ VENT VENT SIDE RAIL-HINGE SIDE 6063-T6 - 8 ES5002 f/ VENT VENT SIDE RAIL-LATCH SIDE 6063-T6 9 ES5004 2/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - 10A ES1103 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T5 - 0 t1 tOB - AS READ. GLAZING BEAD (INSVL. LAM. GLASS) 6063-T5 - V G epi 10C ES1008 AS REQD, GLAZING BEAD (LAM. GLASS) 6063-T6 - d Q Q g 11 27-425 AS REQD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 0 0. - 11A ES1010 AS REQD. GLAZING WEDGE - - SOFT PVC' DUROMETER t65 SHORE 'A' 12 – AS REOD, FRAME & VENT ASSEMBLY SCREWS - #10 X 1-1/2" PH SMS U! 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2" PH SMS 14 E202 AS REQD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' Q W eI F rW- 15 ES5005 AS REOD. INNER WEATHERSTRIPPINGEPDM DUROMETER 60 SHORE 'A' 16 PJS40–SS AS REOD. 10ORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES ^ 17 3015S 2/ VENT 4 BAR HINGES–HEAVY DUN – TRUTH HARDWARE ' • • 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - ~' • d• • • X10 X 1/2" PH SMS 0 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2" PH SMS • • • •�' • r. •• 0000• 1S 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) – TRUTH HARDWARE •`Z • M • 18A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) – INTERLOCK .. 00000 •X • 20 – 4/ OPER. OPERATOR MOUNTING SCREWS – #10-24 X 3/8' PH SMS �i �+ 0oo*0 0 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - 08 X 1/2" FH SMS 000 0 �000� • 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE � V) (nty� •.•0 0 h � 21A – 1/ OPER, OPERATOR TRACK ST. STEEL INTERLOCK � t � •• p :.t • ••••i 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/e" PH SS SMS 0 + � 3 � tO • 22A – 3/ TRACK TRACK MOUNTING SCREWS – #8 X 1/2- FH SMS 0 0 0 0 0 23 – AS REQD. 1X3 CUSTOM MULUON 6063–T6 – Z : • 23A – AS REQD. 1X3 STANDARD MULLION 6063–T6 g �0J 24 – AS REQD. MULLION CUP 6063–T6 N lyj ) i 25 27-372 2/ LITE SETTING BLOCK, 7/16' X 3/16" X 3-1/2" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 25A – 2/ LITE SETTING BLOCK, 5/16' X 5/8" X 4" LONG _ EPDM AT 6' FROM EACH END, DUROMETER 75±5 SHORE A 26 – 8/ LITE TAPE SPACER (1/4" X 1/2') FOAM AT 6" FROM GLASS ENDS 30 – OPTIONAL 5/16" BOX SCREEN x o 33 E55009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON/CELLON M&M PLASTICS 34 – 2/ SKATE SKATE MOUNTING SCREWS – 6 x 1/2' PHSMS c rcc N a 36 ES5003 1 IMPOST 6063–T6W to L z w w 37 E55010 AS RQD. IMPOST STIFFENER 6063–T6 L W W < a 45 CLO1-0500 – MULTI–POINT LOCK MECHANISM INTERLOCKa� o z a Z, z u c> 46 – – LOCK FASTENER PLATE K 47 – 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING SEALANTS: in N d 48 LD1-2250–XXX – SNAP ON COVER C y q – ao 0 0 ai O p rry H r 49 LOI-1050-XXX - SNAP ON HANDLE _ ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS FA N n N 0 000 � 50 - - GUIDE (ACETAL) SEALED WITH CLEAR/ALUMINUM COLORED SEALANT, L 0 < m a W 51 – – KEEPER (ACETAL) _ t— — 52 - – LOCK BAR (304 ST/ST) 53 ES-5017 AS REQD. FLUSH FRAME ADAPTER 6063--T5 OPTIONAL Engr: JAVAD AHMAD PRODUCTR.EVISEDCIVIL q •� o 54 – 1/ VENT LOCKING HANDLE – SULLNAN & ASSOC. 4MAY " `�complying with�FW� N Building Code55 – 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2' FROM BOTTOM) – SULUCAN & ASSOC. AcccptanceNo a 56 – 2/ LOCK LOCK MOUNTING SCREWS – 1?xpirMion Dnte#6-32 x 1/2 PH MS $ o :57 ES3013 1/VENT LOCK HANDLE/CAM CONNECTOR – 1/4" x 1/2" ALUM. BAR By 58 ES5011 2/ BAR CONNECTOR SCREWS – CUSTOM Nliarni de Prtldt�t chfiffo drawing no. 59 CS-20OK–SS 2/ VENT KEEPERS (AT 12" & 51' FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. W08-08 60 – 2/ KEEPER KEEPER MOUNTING SCREWS – #10 X 3/8' PH SMSsheet 8 of 10 E i6 � - � o LLI I OD 00 o Z � J o W cp a Q pg o 0 � a Vo � � x > 8 12 0 � � ° 0 . 0 / I Q53LLG Qw � � d I I • W • W • M • f 16 6D • .. • .•..f spry• st LO • • 16 0 d I • ••..i / o / FRAME CORNER $ viLOW =• • �., ,n N M r L�. 9 W W d W W I 4 N N DDS ~La H ~ ~ W U U V y v w Q)z � z° °z � 12 2 O o6 0 0 o u 0 N ry N 0 L O O O O L - < m U Q w Engr. JAVAD AHMAD CMLPRODUCT-REVISED N .3 —- ^`�' FW. PE 70592 complying with the Florida _ CAN. 3538 1)uilding Code Acceptance No 15-0129.05 IMPOST CORNER MAY ? ; iration Dale 1 g By drawing no. VENT CORNER Miami eProductContro AY p W08-08 sheet 9 of y p ` MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF _ -- 3:: CLIPPED MULLIONS �V W 1 X 3 1 X 3 1 X 9 1 X 3 / \ / ` ^- Ti \ o UST WINDOW DIMS. STD. MULL COM MULL WINDOW DIMS. STD. MULL CUSTOM MULL / \ / gr `^ III \ aI0 EXT.(+) EXT.(+) EXT.(+) EXT.(+) J / F \ J / ti III \ Z h 3 WIDTH (W) LENGTH (L) INT.(-) INT.(-) WIDTH (W) LENGTH (L) INT.(-) INT.(-) 26-1/2" 90.0 90.0 30" 90.0 90.0 L ------------ 37" 90.0 30.0 36" 90.0 90.0 y z \ fI 42' 90.0 90.0 42" 90.0 90.0 � IL45" 58' 90.0 90.0 48" 54" 90.0 90.0U 48" 90.0 90.0 54" 90.0 90.0a Lf 53-1/8" 90.0 90.0 80" 90.0 90A I_ W1 2 - Wt W2 Wt--------- - � === --- ^ 62' 90.0 90.0 62" 90.0 90.0 26-1/2" 90.0 90.0 30" 90.0 90.0 cq O a37 90.0 90.0 36" 90.0 90.0 c�Z a�ryeeii ro= g4 42' sao so = 0 O 8. . Mir 45 63" 90.0 90.0 48" 60 90.0 90,0 0 N 90.0 90.0 54" 90.0 90.0 IL 53-1/8" 90.0 62' 90.0 . , MQ Jn"i 62' 90.0 90.0 W90.0 NF 26-1/2" 90.0 90.0 30 90.0 90.0 z \ I Ilii z II III \ III II \ 37" I I�II 90.0 90.0 36' 90.0 90.0 82.5 42" 00. . . 74-1/4" 66" \ II Ill II ISI \ II II • in • 45" 78.6 90.0 48" 90.0 90.0 1 =,_,===SII N _„=a�a� l ! • 06 •••••• • 48' 75.4 89.1 54" 90.0 90.0 I W1 -- W2 _ I W2 la wt � W2 • 's 59" • 53-1 8" 71.0 89.2 •••••• 90.0 90.0 26-1/2- 90.0 • • • 90.0 90,0 30" 90.0 90.0 .. •••••• 37" 84.2 90.0 36" 90.0 ao.o • • • • • 42" 76' 76.4 90.0 42" 72" 90.0 90.0 TYPICAL ELEVATIONS V ti+ 6.961 •• ••• SIDE BY SIDE WINDOWS • 'r,'D 0 � a8 •"' � ••••• a5" 7z,e so.o " 63.s so.o SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS Vi v- t`t'�' •'D1es 48" 69.7 87.4 54" 78.4 90.0 51" 67.1 84.2 30" 90.0 90.0 24 2 3/4" i/2' : �• WIDTH (W) _ W1 + W2 o 36" 86.1 90.0 - • ' • • fD • • 42" 76" 76.4 90.0 � - Z LAO"*J O • ••e e: 48" 69.7 87.4 • • v NOTES 51" 67.1 84.2 W `L Q N M 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. TYPICAL ANCHORS `^ W �' 4 PER OUP EDGE DISTANCES FOR ION_CLIPS 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY 70 SEE SHEET 4 � z ENTIRE SYSTEM. FOR DESCRIPTION INTO CONCRETE AND MASONRY = 2" MIN, c i 0 " INTO WOOD STRUCTURE = 11/16" MIN, 0 W INTO METAL STRUCTURE = 11/16" MIN. SERIS 5000 (/) W USERIS 5000 U CASEMENT EWI DOW O 23 CASEMENTEWINDOW 23 10 W SERIES 5000 SERIES 5100 CASEMENT WINDOW FIXED WINDOW 0 d o 0 0 O p iv M tV 0 m U - W 1 Engr. JAVAD AHMAD e1 0 CML - PRODUCT REVISED - + - FLA. PE #4MAYS 70592 a-1 Complying With the FWdn o = Building Code Acceptance No(5- !21 0.5 ° o Ilxpirnlion Date v v` EXTERIOR EXTERIOR / °ydrawing no.WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH Ntil'uni adeProduct Contr GEMENT TO CASEMENT MULLION CASEMENT TO FIXED MULLION W08-�$15 sheet 10 of i f2C - fo, Kfb MI DADE MAR 3 0 2016 MIAIVII-DADE COUNTY PRO UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESO 805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidAde.gov/economy ES Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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, DESCRIPTION: Series 118000"Aluminum Winslow Wall System--L.M.I. APPROVAL DOCUMENT: Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L.M.I.)",sheets 1 through 12 of 12, dated 08/03/07,with revision B dated 03/05/12,prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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-sWbe provided to the user by the manufacturer or its distributors and shall be available for inspect;J1 at Qj jQbjij rjt$jjegpest of the Building Official. This NOA renews NOA#12-0308.36 and comNtsvrtllis�paWl Duo gvjdence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewectby jVlpnuel Pere,P.E. ' NOA No.13-0115.06 .. . . ... ... . MIAMI•DADE COUNTY Expiration Date: Apri103,2018 Approval Date: Apri104,2013 Page 1 . .. .. . . . .. .. ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'T'ED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0204.06) 2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wail System (L.M.I.)", sheets 1 through 12 of 12,dated 08/03/07,with revision B dated 03/05/12, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 12-0308.36) B. TESTS 1. 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)Drop Load Test,per CPSC 16 CFR 1201 Category II (G.32) along with marked--up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5447,dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted raider NOA No. 08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al—Farooq Corporation, dated 09/02/08, signed and sealed by Humayoun Farooq,P. E. (Submitter)under NOA No. 08-0204.06) 2. GIazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(.RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.T. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. .. ... . . . . . .. . .. . . . . ... . I ri • ••• Manuel ere ' Product Control E. n1i r .. . . . . . . . . ' NOA No.13- .06 Expiration Date: April 03,2018 ... ... . Approval Date: April 04,2013 :E- 1: . . . . . . . . . . ... . . . ... . . ES Windows,LLC NOTICE OF ACCEPTANCE.: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wit e FBC--2010, ted 12/19/12, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of no financial interest, confot ance and mpliance with the FBC-2010, dated 03/05/12, signed and sealed by Java ad,P.E. (Submitted under previous NOA No. 12-0308.36) 3. Distributor Agreement between, E.S. Windows -- Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro,respectively. (Submitted under previous NOA No. 12-0308.36) 4. Private Labeling Agreement document in conformance to BCCO guidelines dated 04/09/09 signed by Jose Nunez. (Submitted under previous NOA No. 12-0308.36) 5. Laboratory compliance letter for Test Report No. FTL-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0204.06) G. OTHERS 1. Notice of Acceptance No. 12-0308.36, issued to ES Windows, LLC for their "Series "8000" Aluminum Window Wall System — L.M.I.", approved on 05/24/12 and expiring on 04/03/13. .. ... . . . . Y •• . .. . . . . ... . ` `•• • Manuff Per , • • • • Product Control Exam' er •• • • • • NOA I -b1f5.06 )expiration Date: April 03,2018 Approval Date: April 04,2013 ••• p:_2: Y • ••J • • • •• •• • • • •• •• J O.L. OPG. Q.L. OPG. Q.L. OPG. D.L. OPG. D.L. OPG. U 0 WIDTH WIDTH SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 SEE CHART SEE CHART m SHEET 2 SHEET 2 t: 0 Z nfi N 1 F i Y x vzi � I a LL ----tp- --------- o = % o p 0' E I' d N LLjo Q IL a a o 0 �tiun - a_ ,r. - /i Go- _(: / _ w - 1%- to 0 N z s N 1l / r z y►� Z3 o M o � ro � M ax 8 i' ,} (n i 1 / // D.L. OPG. D.L. OPG. 'a o Wo w % �I/ ��, WIDTH WIDTHw Uin �� '� }f SEE CHART SEE CHART '~ a {�1 SHEET 2 SHEET 2Ld to J • i� •• •••� ,^pn ••o• / i 1 � • • • �i M • �/• I) N N •• •• • • v •••• SEE 'E.S.\NVINDOWS' Lj .. .. . / I LI,I.I. 000 NOA jl FOR DOOR RANG a N x • S • • 11 & DETAILS. z '' �, ..• • ITL I �♦ a ` C�j ••• •• Z• • �I-------- tJi VV1I i ate' t ••�• 4" MAX. t \�--_�!/ j \ �_�~ / •• t/ O •••i 4" MAX. W i MAX. MULLION SPACING " • M Q • HEAD SILL HEAD/Silt t w w CORNERS i SEE SHEET 3 & 4 t N CORNERS t I .__DOOR MULLION ANCHORS ANCHORS TYPE A, B. C OR D 1 ANCHORS TYPE A, B, C OR 0 I SEE SHEETS 6 & 7 2, 3 OR 4 AT EACH JAMB---/ 2, 3 OR 4 AT EACH SIDE OF MULLION--' SEE SHEET 6 SEE SHEET 6 TYPICAL ELEVATION _ �, _ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VE'RIF`IED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS g o SHOWN IN ES. 20 7BY R 3 0 201 5INGLI t TESOTMAYD BE NS LINES AiIEDBVERT CALLY ASTAINING ASHOWN BOV£LE LOADS FROM OR HOR ZONTALLY. � R SI+�RIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT ayi SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: VI mo N USE CHARTS AS FOLLOWS. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. o o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 9 $ � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP t DETERMINE DESIGN WIND LOAD REQUIREMENT 13ASED lODUC•RIENE K0 � c a m ON WAND VELOCITY, BLDG. HEIGHT, WIND ZONE as com ling with the ploti� LAMINATED GLASS HURRICANE ZONE (HVHZ). � USING APPLICABLE ASCE 7 STANDARD. `inlding Code LARGE MISSILE IMPACT tV000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER n LOADS TO THE STRUCTURE. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD Acceplance No 13.0 1 o CAPACITY OF DESIRED GLASS SIZE. Expiration Date i ngr: JAYAD ANMAD 1 �� o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, -ANCHORS CIWL PRODUCTRLIVISED i r EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 CHECK( MULLION CAPACITY FOR A GIVEN SPACING AND By FLA. PE #•70592, as room ilyin6wIIh Who Florida CAN. 3536 HEIGHT USING CHARTS ON SHEETS 3 THRU 7 (flip Adcl'rtiduct, lith Ilpltdip Codo ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. �� Accu teucoi'o;z~� �Jr.,•7� °-I ' NOT PART OF THIS APPROVAL. '•,_�' u 1p v° v u STEP 4 USING CHARTS ON SHEETS 6 & 7 SELECT ANCHOR OPTION' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED }3y.� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP I ABOVE. Miatn{Ando i'roduct Conlro W07-60 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 M Q 2UI2 REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. _ _ AND 4 SHALL-APPLY- TO ENTIRE SYSTEM. - _ sheet_1 of 12 _ GLASS LOAD CAPACITY - PSF D.L.O. WIDTH D,L,O. WIDTH NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' � ro D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) p 3 28" 80.0 130.0 �� + Z �� 32" 80.0 130.0 Ili j') Q a 36" 80.0 130.0 ifs/�% li Ijl H �n 40" 84-1/2" 80.0 130.0 = J 8A :'ii tl O g 44-1/4 80.0 130.0 48" 80.4 130.0 52° 80.0 130.0 0 G8 a a 56-1/4" 80.0 130.0 �' t ALTERNATE BUTTON BUMPER 8A CY O 28' 80.0 130.0 IN LIEU OF VINYL SPACER 8 Q '� a e 32" 80.0 130.0 D dl c 36" 80.0 130.0 40' 90-1/2" 80.0 130.0 Z f!1 44-1/4" 80.0 130.0 SILICONE 48" 80.0 130.0 DOW CORNING 982 SILICONECORNING 795 52" 80.0 130.0 DOW CORNING 795 28" 80.0 130.0 1/4- HEAT STREN`D GLASS 1/4" HEAT STREN'D GLASS 32" 80.0 130.0 n 36" 80.0 130.0 090" INTERLAYER 090" INTERLAYER t BUTACITE PV8 SENTRYGLAS N 40" 96-1/2" 80.0 130.0 BY *DUPONT' BY 'DUPONT' • �. • to •••• 0 0 44-1/4" 80.0 130.0 ' 48" 80.0 130.0 w 1/4" HEAT STREN'p GLASS w 1/4" HEAT STREN'0 GLAD • U•�: •• • 52" 80.0 127.2 z m z m •....• J� •..: 28" 80.0 130.0 •••••• g • : • 32" 80.0 130.0 io j T io j j •••• 1J'i •t,O ••• 36„ 80.0 130.0 M ` M I ••.••� • M i••• 102'-1 2,. 7 .- I I .- I I' .. .. .t1 M .... 44" / 80.0 130.0 I ill 1� til •••••• �• '�° •• 44-1/4" 80.0 130.000 Iji it III tj • • • S I+- ,� ..:. 48" 80.0 128.9 8 8 I •••••� W O •••i 28" 80.0 130.0 , lyj g • 32" 80.0 130.0 10 8 10 8 36" 108-1/2" 80.0 130.0 40" 80.0 130.0 GLASS TYPE 'A' GLASS TYPE 'B'. 44-1/4" 80.0 130.0 28" 80.0 130.0 GLAZING OPTIONS 32" 80.0 130.0 0 36" 114-1/2" 80.0 130.0 40" 80.0 130.0 44-1/4" 80.0 130.4 RODUCT MEMO 4s complying wilt;the Florld, 11uldhig Code ao n hctcplauce Not NOTE: [;`lraslon f}alc f o g GLASS CAPACITIES ON THIS SHEET ARE GLASS BASED ON ASTM E1300-0�4 (3 SEC. GUSTS), tl4iar adcPt>�rduti,C6 �� Dig. JAVAD AH AD M e CML PRODUCT'RTivism o `N - -- - RA. PE )f 70592 . as complying Willi Me Florida o '� G.A.N. 3x30 Building Cock 2� Acce to ce]so_1� 3 I , :ya drawing no. vii ado Prot�uci Co)1 I W07-60 1 MAR 0 2012 sheet 2 of 12 MULLION LOAD CAPACITY - PSFV MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB 'J2' UNANCHOIiSO JAMB 'JV JAMB 'JI' JAMA 'J3' JAMB 'J3' JAMB OPTIONS 3 NOMINAL DIMS. MULL 'MI' MULL '112' MULL 'M3' MULL '114, MULL OPTIONS X O m EXT , rh (+) EXT. (+) EXT. {+) EXT. (+) YOM0 VADTH (4) FRAME HEIGHT INT, ( ) INT, {-) INT. (-) INT, 30" 130.0 130.0 130.0 130.0 36° 130.0 130.0 130.0 130.0 L 42' 86-1/2" 130.0 130.0 130.0 130.0 @Jf Iz j% A 9L48" 130.0 130.0 130.0 130.0 WIDTH54" 130.0 13010 130.0 130.0 60" 130.0 130.0 130.0 130.0 ATFW1 FRAME JAMB 0 cy O 30" 130.0 130.0130.0 130. per, Q 0 36 130,0 130.0 130.0 130.0 0toM 42" 90' - _ 130.0 130.0 130.0 - 130.0 C - 3 48" 130.0 130.0 130.0 130.0 N q 54" 121.7 130.0 130.0 130.01 Q r 60" 113.7 130.0 130.0 130.0 w- W11A 30" 130.0 130,0 130.0 130.0 36" 130.0 130.0 130.0 130.0 r. 42" 96" 119.9 130.0 130.0 130.0 .vl 48" 107.5 130. 130.0 130.0 �I iY1 WZ •••• 54" 98.4 130. 127.9 130.0 � 60 91.5 130.0 118.4 130.0 �1 + WZ ...� i ...�. 30" 130.0 t30.0 130.0 130.0 WIDTH (W) ea 2 ••• : • . ,Q1 •• 36" AT FRAME MULLION •••.•• � • )•• 00000 126.4 130.0 130.0 130.0 • 0000.• �.� • 0000• 42 110.5 130,0 130.0 130,0 •••• • 98-t/2" o 48" 99.0 130,0 130.0 130.0 kd•••• u Q h0 '� • • 54" 90.5 130.0 120.8 130.0 0000•• �00 co 0000 58" • • m Nov) h 85.9 130.0 114.4 130.0 •• •• 00000 Q M i 30" 130.0 130.0 130.0 130.0 0000•• Z• •• • • • _ • • � cito: 0000• 311" 113.4 130.0 130.0 130.0 • • 9•X• • 42" 99.0 130.0 130.0 130.0 p ' r, ••••• 102" • • w fA*O m .. 46" 88.6 130.0 123.2 130.0 QQ� �•N�� 54" 80.7 129.9 1 111.8 130.0 ZF 56" 78.6 126.4 108.7 129.9 30" 1 f2.4 130.0 130.0 130.0 36' 95.0 130.0 130.0 130.0 42" 108" 82.8 130,0 122.5 130.0 , 48° 73.8 118.8 108.9 130.0 N 53" 68.1 109.6 100.2 119.7 a F- F- 30" 104.8 130.0 13010 130.0 -CL fv, chi 36" 86.5 130.0 130:0 130.0 JAMA 'JI` JAMB 'd2' JAMB 'J3' v 42" 110-1/2" 77.f 123.9 116.8 130.0 2 0_ a 48" 68.7 110.5 103.7 124.0- _ IRODl1C1'RENEWP z 413 complying with the Flo?ft, 52" 64.3 103.4 96.9 115.8 "3slding Code in a 30" 95.3 130.0 130.0 130.0 ,Accepteace fqo p o g 36" 80.4 129.3 126.1 130.0 42" t t4" 69.9 112.5 109.4 130.0 Ex lra"on Date r'i D& y o MULLIONS 13y f -I 48" 62.3 100.1 97.1 1f6. tltianlf xdePnlduct(-, " 50" 60.1 9617 93.7 112.0 30" 81.5 130.0 130.0 130.0 _ __ Ertgr; JAVAO A11MA0 PROI)UCC RE3VlSED 36" 120" 68.6 110.4 113,5 130.0 - FjA p 0AL 70592, as complying wh1i Ilio Florida I 42" 59.6 95.9 98.3 117.5 C A.N1 5 Building Cade MULLION MI MULLION M2 MULLION M3 MULLION M4 AccoplancoNo, • . B 48" 53.0 85.2 87.1 104.1 N. UI • 11 to 3 UIrjg $ NOTE. Miami do Pro act Control drawing no. INTERPOLATION BETWEEN WIDTHS ALLOWED. AR 0 7 2012 W07-6 __ sheet 3-of 12 MULLION LOAD CAPACITY -- PSF MULLIONS WITH INTEHMI3DIATE HORIZONTALS INTERMEDIATE HORIZONTALS JAMB '32' UNANCHOR1iB t` JAMB 'Jl' JAMB 'JI' JAMB 'J3' JAMB '13' JAMB OPTIONS O31. NOMINAL DIMS. MULL 'Ml' MULL 'M2' MULL 'M3' MULL M4, MULL OPTIONS 5 EXT. (+) EXT. (+) EXT. (+) EXT. (+) T WIDTH (w) FRAME HEIGHT INT. (-) INT, (-) INT. (-) In H � 9 L 30' 130.0 130.0 130.0 130.0 0 36' 130.0 130.0 130,0 130.0 42" 130.0 130.0 130.0 130.0 Y//ii� a 78" j% Q U.0 48" 130,0 130.0 130.0 130.0 � � � 54" 130.0 130,0 130.0 130.0 60' 1 130.0 130.0 130.0 130,0 a W m o 30" 130,0 130.0 130.0 130.0 Y11 > Q. C 36' 130.0 130.0 130.0 130.0 WIDTH (w) = wt 0 O W 42" 130.0 130.0 130.0 130.0 �Ny 0 86-f/2"- AT FRAME JAMB - - - K - 48' 130.0 130.0 130.0 130.0 LL IL 54' 318.1 130.0 '!,► 60" 130.0 130.0 to 1 e 106.3 130.0 127.2 130.0 INTERMEDIATE HORIZONTALS Q 30" 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42" 90„ 130,0 130.0 130.0 130.0 48" 118.0 130.0 130,0 130.0 y 54' 104.9 130.0 130.0 130.0 •• 1 60' 94.4 130.0 117.5 130,0 • � • • •rr4 r. ••••• 30" 130.0 130.0 130.0 i 30.0 yJ/j ••• t •• 36" 129.6 13010 130.0 130.0 • 42" 96" 111.1 130.0 130.0 130.0 •••••• .� • ••••• •••• j • • 48' 97.2 130,0 126.0 130.0 • • 4 �• 54" 86.4 130.0 114,7 130.0 Yl1W2 ••r• a•c0 • •• ow 77.8 125.1 103.2 123.4 r••••• •• ••r• •• •• Q M •r••• 30" 130.0 130.0 130.0 130.0 W 1 -h W2 �� p� M � •• WIDTH {w) o z is 313" 120.0 130.0 130.0 130.0 AT FRAME MULLION 2 • • ••••• • 42' 102.8 130.0 130.0 130.0 • • oo �'Z " 98-1/2" 48' 90.0 130.0 122.8 130.0 •• to ••.• W 54" 80.0 128,7 109.0 130.0 Wto �0T 58' 74.5 119.8 101.4 121.2 v� 30" 129.7 130.0 130.0 130.0 36" 108.1 130.0 130.0 130.0 42' 102, 92.6 130.0 130.0 130.0 48' 81.0 130.0 114.3 130.0 N 54" 72.0 115.9 101.6 121.4 0 56" 69.5 111,7 98.0 117.1 30` 109.2 130.0 130.0 130.0 � Z5 36" 91.0 130.0 130.0 130.0 JAMB 'Jl' JAMB 'J2' JAMB '13' 42" 108' 78.0 125.5 116.5 130.0 0 0 z 48" 68.3 109.8 102.0 121.9 ;RODUC1•RENT �11LF0 as complying with the Florlb 5361,8 99.5 92.3 110.4 tluldinl;Coda y o N 30U 102.0 130.0 130.0 130.0 Acceptance NO-L 1f j(0 g d 36" 85.0 130.0 129.9 130.0 Expiration Dine G'r 'A $ o 42" 110-1/2" 72.e 117.2 111.3 130.0 MULLIONS t3y 0 < °' 48" 63.7 102.5 97.4 116.4 Mla1n I1,1de1'r8dtict(Loa,` 52' 58.8 94.6 89.9 107.4 30' 92.9 130.0 130.0 130.0 _ En9r:1.JAVA AHMAD' PRODUCT 12LIVISBD i� R 36" 77.4 124.5 122.0 130.0- - CML t 42" 114" 66.3 106.7 104.6 126.0 FIA PE # 70592 04 Complying BuUding Code CML Ilse Florida IOrldO t MULLION 'M1' MULLION 'M2' MULLION 'M3' MULLION 'M4' C.A•N. 353$ Acoeptnnco No w ii ' 48" 58.0 93.4 91.5 109.4 L I n Wo � � a 50" 55.7 89.6 87.8 105.0 30" 79.6 128.1 130.0 130.0 Hy- 36" 120. 66.4 106.7 i 10.1 130.0 3�ado to uCt Control IiW07-60 drowin0. 42" 56.9 91.5 84.4 112,8 NOTE: rng 413" 49.8 80.1 82.6 98.7 INTERPOLATION BETWEEN WIDTHS ALLOWED. M R Q r 2012 .sheet 4-of.12 - DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSFV - JAMB 'JD2' JAMB 'JD2' JAMB JDI' JAMB 'JDI' JAMB 'JD3# JAMB 'JD3' JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JhDiA JD3 SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4' SIDELITE FRAME MULL 'MDI'MULL 'AID2'MULL 'MD3'MULL 'MD4 3 }/ID7H BRIGHTEXT. (+) -EXT, (t) EXT. (+} EXT. (t} VIDTII BRIGHT EXT. (+) EXT. {+) EXT. (+) EXT. (t) 0 q�I INCHES INCHES INT. (-) INT, (-) INT. (-} INT. {-) INCHES INCHES INT. (-) INT. (-) INT. (-} INT. (-) 32 120.0 120.0 120.0 120.0 32 90.0 90.0 90.0_ 90.0 Q 36 120.0 120.0 120.0 120.0 36 90.0 90.0 90.0 90.0 p 42 86-1/2 120.0 120.0 120.0 120.0 42 98-1/2 90.0 90.0 90.0 90.0 Q } 48 120.0 120.0 120.0 120.0 48 9D.0 90.0 90.0 90.0 54 120.0 120.0 120.0 120.0 54 85.7 90.0 90.0 90.0 a 60 119.4 120.0 120.0 120.0 32 77.6 90.0 90.0 _90.0 t• 32 109.5 120.0 120.0 120.0 36 110-1/2 73.8 90.0 90.0 90.0 d ul 0o 38 104.2 120.0 120.0 120.0 42 68.8 90.0 90.0 90.0 0 0.Q p 42 98-1/2 97.2 120.0 120.0 120.0 48 64.5 90.0 90.0 90.0 °b ci`p C 48 91.1 120.0 120.0 120.0 - 32 70.6 90.0 90.0- 90.0 3� 54 85.7 120.0 116.6 120.0 36 114 67.2 90.0 90.0 90.0 (h s 32 77.6 120.0 118.4 120.0 42 62.7 90.0 90.0 90.0 36 110-1/2 73.8 114.4 112.7 120.0 48 58.7 90.0 90.0 90.0 Q b 42 68.8 106.7 105.1 120.0 32 60.6 90.0 90.0 90.0 48 64.5 100.0 98.5 117.7 36120 57.6 89.4 90.0 90.0 WINDOWS 45 1/2" MAX. 42 53.8 83.3 $9.1 90.0 E.S. WINDOWS � F 87 1/2" MAX. 48 50.4• 78.1 83.5 90.0 ' j DOORBOOR WIDTH OR WIDTH 45 1/2" MAX to •••.� SEE SEPARATE NOA E.S. WINDOWS -\ ___ ______ DOOR DOOR WIDTH • • • SEE SEPARATE NOA •• • • : �. 0 U ----- ---------- OR •••••• V Q• ••••• ,� it // II Q OR / [! I 1 \ I •.•�•• 1'� w ••••� /• / \ •'l-��i %I%moi { •••• • • u / it ;' 0' OR' u tl I ti tl /� ►- I I • • • tE F \ II i� •..• •.•• -j - a r L� -r.r= R-.amu ••.••. i•, to •�••� x = l� V' x (� --rr_z=r 1� II I Q YI =-- - ~ 11 Il i� •• •• Q ••••• W -_______ (( = O aZ W -- ___ - t+ 11J1 ----- D OR 1�1 / '� %% •••••• Z•2. M •• - - oa a _ ,i ,'� oa A / Il �i _yi..�s 00 I ° I _- 1 , 0 43 3/4" NNN I 0!' SIDELITE WIDTH MAX. INTERMEDIATE SIDELITE WIDTH 85 3/4" MAX. u \\ p g SEE CHART CL TOOL DIM. HORIZONTALS SEE CHART CL TO CL DIM. I w OPTIONAL _____ ----- t4 43 3/4" 'RODU r RENEWIM o SIDELITE WIDTH MAX. .s compl�•hig with the Plod W SEE CHART CL TO CL DIM. `Tulding Cotte u Acceptance Noy . Expiration pate f a z l B Y 1lliaml scie pruttct, 2 �} o a DOOR-,WINDOWALL r c $ m JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' TRANSITYQN MULLION O 9r: JAVAD AHNM - CIVIL• RODUC RI31-VISED FIA.-PE• 70592 6= 1-1- with the Florida I C.A.N. 538 a 12.-0 coup"(111co NO l v Prnrci Coi►trol drawing no. W07-60 MULLION 'MDI' MULLION'MD2' MULLION_'MD3' MULWON_'MD4' MAR 0 7 2012 _ sheet 5 of t 2 - E.S. WINDOWS ANCHOR LOAD CAPACITY -- PSF INTERMEDIATE � w EXT.(+) & INT.(-) HORIZONTALS Doan 0 OPTIONAL SEPARATE NOANOMINAL I)IA6S. ANCHORS TYPE `A' ANCHORS TYPE 'B' do 'D' ANCHORS TYPB "C' ALL FIXED LITES oWIDTH (W) FRAME HEIGHT A2 A3 A4 62/D2 B3/D3 B4/D4 C2 C3 C4 [SEE $ 30" 130,0 13010 130.0 130.0 130.0 130,0 130.0 130.0 130.0 N -_-=^ Y=__ _=Y Q 36" t 08.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 -- // D OR n /i► i p\ p 42" 93.0 130.0 130.0 122.3 130.0 130.0 130.0 130.0 130.0 /. / 72" / II % D' OR 1 N \ p N 48" $1.3 122.0 Im-130.0 107,0 130.0 130,0 123.3 130.0 130.0 %� / � % >� / it R \1l ' O 54" 72.3 108.4 130.0 95.1 130,0 130.0 109.6 130.0 130.0 c3 n/ 'i E ry '% It 1 N tt�� %% l r�i l 11 to 6 /• II 1 N / Q 60" 65.1 97.6 130.0 85.6 128.a 130,0 98.7 130.0 130.0 a j ==__=a_s= sj ,j- 9 !�' L1 _ x j. u r; li 1 n �; n =W_ a 0 u. 30" 120.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 w �' h 36" 100.1 130.0 130.0 130.0 130.0 130.0 130.0 130,0 130.0 ,, jj \ ., q\ jj ., NA 4 1+ '/' , I I it II �/ c W I1 O 42" 85.8 128.7 130.0 112,9 130.0 130.0 13A0 130.0 130.0 :/, 48" 78' 75.1 112.6 130.0 98.8 130.0 130.0 113.8 130.0 130.0 54" 66.7 100.1 130.0 87.8 130.0 1 130.0 101.2 130.0 130.0 a.�a I __ 11 nil } j (0 p tq 60" 60.1 90.1 120.1 79.0 118.5 130.0 91.1 130.0 130.0 30" 108.3 130.0 130.0 130.0 130.0 130.0 130,0 130.0 130.0 t k 36" 90.3 130.0 130.0 118.8 130.0 130.0 130.0 130.0 130,0 Wt W2 Wi 1'�2 Wt W2 .!I 42" 77.4 1116.1 130.0 101.8 130.0 130.0 117.3 130,0 130.0 2 OU 86-t/2" W2+ 48" 67.7 101,5 13010 89.1 130.0 130.0 102.7 130.0 130.0 WIDTH (YJ) � Wt + W2 WIDTH (W) � W1 WIDTH (w) W1 + W2 54" 60.2 90.3 120.4 79.2 118.8 130.0 91.3 130.0 130.0 2 2 2 4 P, 60" 54.2 81.2 108.3 71.3 106.9 130.0 82.1 123.2 130.0 .J_. 30" 104.1 130.0 E.S. WINDOWS 130.0 130.0 130.0 130.0 130.0 130.0 130.0 DOOR & TRANSOM w •••• 36" 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 SEE SEPARANNO ..v' see:* 42" 90" 74.4 111.5 130.0 97.8 130.0 130.0 112.8 130.0 130.0 _ • • to 48" $5.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 - _54" 57.8 86.8 115.7 76.1 114.1 130,0 87.7 130.0 130.0 �60" 52.1 78.1 104.1 68.5 102.7 130.0 78.9 118.4 130.0 „ 3" FHT 3"30" 97.6 130.0 130.0 t28.4 130.0 130.0 130.0 130.0 130.0 4" . II36" 81.3 122.0 130.0 107.0 130.0 130.0 123.3 130.0 130.0 4" a tce42" 69.7 104.6 130.0 91.7 130.0 130.0 105.7 130.0 130,0 4" / jv' o48" 61,0 91.5 122.0 80.3 120.4 130.0 92.5 130.0 130.0 r e / U 3 -1 • 54" 54.2 81.3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 ., !✓ j s 11 _ • II �, 60" 48.8 73.2 97.6 84.2 96.3 128.4 74.0 111.0 130.0 :j g !� • �� " • 30" 95.1 130.0 130.0 125.1 130.0 130.0 130.0 130,0 130.0 J6 36" 19,3 118.9 i 30.0 104.3 130.0 130.0 120.2 130.0 130.0 6" 6' ..3 3" 6" 42' 98-1/2" 67.9 101.9 130.0 89.4 130.0 130.0 103.0 130.0 130,0 L3_ 3" 3„ .3 \ V 48" 59.5 89.2 118.9 78.2 117,3 130.0 90.2 130.0 130.0 3" 3" 3 N' 3" [l \ l 54" 52.8 79.3 105.7 69.5 104.3 130.0 8D.1 120.2 130.0 30" 91.9 130.0 130.0 120.8 130.0 130.0 130.0 130.0 13010 36" 76.5 114.8 130.0 100.7 130.0 130.0 116.1 130.0 130.0 A2' 62' C2 A3, 133, C3 A4. B4, C4 Wt t W2 c 42" 102" 65.6 98.4 130.0 86.3 129.5 130.0 99.5 130.0 130,0 48" 57.4 86.1 114.8 75.5 113.3 130.0 87.1 130.0 130.0 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTIONI WIDTH (W) Wl 2 w2 54" 51.0 78,5 102.1 67.1 100.7 130.0 77.4 116.11 130.0 A2 - 2 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION Q o 30" 86.8 130.0 130.0 114.1 130.0 130.0 130.0 130.0 130.0 B2 �2� ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ` z 36" 72.3 108.4 130.0 95.1 130.0 130.0 109.6 130.0 130.0 C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION RODUCT RENEWiM 108" D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION a9 complying with the Florif. 42" 82.0 93,0 123.9 81.5 122.3 130.0 94,0 130.0 130.0 'tuiding Code y 48" 54.2 81,3 108.4 71.3 107.0 130.0 82.2 123.3 130.0 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION Acceptance No p v o 0 B3 - (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION Euplration Date 18 30" 84.8 127.2 130.0 111.6 130.0 130.0 128.6 130.0 130.0 C3 = 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORSo 36 70.7 106.0 13D.0 93.0 130.0 1 130.0 107.1 130.0 130,0 D3 - (3) ANCHORS TYPE D' AT EACH SIDE OF JAMB AND MULLION 42" 1110-1/2" 60.8 90.8 121.1 79.7 119.5 130.0 91.8 130.0 130.0Miami dtPftlduilC:o' A4 = 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION o 48" 53.0 79.5 106.0 69.7 104.6 130.0 80.4 120.5 130.0 B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION " -� I 30" 82.2 123.3 130.0 108.1 -13010 .130.0 124:6 130.0 13o.0 -C4 -- -(4) ANCHORS-TYPE 'C'-AT EACH SIDE OF JAMB AND MULLION CPAL E�igr: JAVAD AHAiAO o D4 = (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION FLA PE # 70592. PRODUCT gwil1111-Vilia I ED 36" 68.5 102,7 13p.0 90.I 130.0 130.0 103,9 130.0 130.0 .• ps complying wllh tho Florida 114' CAM: .r38 •� 42" 58.7 88.1 117.4 77.2 115.8 1301 89.0 130.0 130.0 Buildhig Coda to•QZ/1 h Acca Mance No 48" 51.4 77.1 102.7 67.6 101.4 130.0 77.9 116.8 130.D ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 1 1 o Q 30" 78.1 117.1 130.0 102.7 130.0 130.0 118.4 130.0 130.0 T3ydrawing no. 36" f20» 65.1 97.6 130.0 85.6 128.4 130.0 98.7 130.0 130.0 Miami nda I'rodnct nl 07-Gv O 42" 55.8 83.7 111.5 73.4 110.1 130.0 84.6 126.9 130.0 NOTE: YY YY 48" 48.6 73.2 97.6 64.2 96.3 128.4 74.0 1 111.0t2LO INTERPOLATION BETWEEN WIDTHS _OR HEIGHTS ALLOWED. MR 07 207 - sheet 6-of I" - • DOOR MULLION LOAD CAPACITY-PSI'' ANCHOR LOAD CAPACITY - PSF V wo E.S. WINDOWS EXT.(+) & INT.(--) JAMB 'JD2' DOOR & TRANSOM 'Q JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SEE SEPARATE NOA ANCHORS ANCHORS ANCHORS m r: SIDELITB FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4' ^- -------- - NOMINAL DIMS. TYPE 'A' TYPE `B' do 'D' TYPE 'C' WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT (+) ^^T^^^^^^^ WIDTH (W) FRAME HEIGHT A3 A4 B3/D3 C3 Z INCHES INCHES INT. ( ) INT. (-) INT. (-) INT. { ) i '' 30 79.6 90.0 90.0 90.0 c `f' y`O 30 90.0 80.0 90.0 90.0 -- --= ------- 36 75.5 90.0 90.0 90.0 t ! 42 71.8 90.0 90.0 90.0 36 90.0 90.0 80.0 90.0 Ir v tl tl ./ 96 O 42 96 90.0 90.0 90.0 90.0 D ©R Il / 1 I !I \ tl % 48 68.4 90.0 90.0 90.0 0 �. 48 90.0 90.0 90.0 90.0 p' OR I / d I tl \ p 54 65.4 86.0 86.0 90.0 Q+ to r / tllil \ tl - - 0: u;iv 60 62.6 82.3 82.3 90.0 0 60 81.0 90.0 90.0 90.0 ,,r Sj jj 1 U j; � _ -__ - X 30 76.4 90.0 90.0 90.0 ./. n �, If( tl C9 D Irl 30 86.3 90.0 90.0 90.0 I o Z 36 72.4 90.0 90.0 90.0 qq aILQ 36 80.8 9010 90.0 90.0 / U\ �j'� � ;j, , 0 42 102 _68.8 90.0 90.0 90.0 Q 42 102 76.2 90.0 80.0 90.0 a \\ tit, // u 0 48 65.5 86.2 86.2 90.0 0 0 48 71.9 -90.0 80,0 90.0 y \ -ti -� / n 8 54 -62.5 -82.3 - - 82.3 -90.0 3 ., 54 68.2 90.4 90.0 90.0 11 \ jt I / If 30 73.5 90.0 90.0 90.0 ____ z .� 30 69.6 90.0 90.0 90.0 =R=__-- I I I --= 36 108 69.6 90.0 90.0 90.0 ..t x C9 36 toe 65.4 90.0 90.0 90.0 � 42 66.0 86.9 86.9 90.0 Q W 42 61,7 90.0 90.0 90.0 48 62,9 82.7 82.7 90.0 48 58.5 90.0 88.3 90.0 SIDELITE TOOTH 85 3/4" MAX. 30 70.8 90.0 90.0 90.0 30 57.2 .88.7 90.0 90.0 SEE CHART DOOR WIDTH 36 114 67.0 85.1 88.1 90.0 n 36 114 53.9 83.6 85.3 90.0 42 63.5_ 83.6 83.6 90.0 4 42 51.0 79,0 80.7 90.0 48 60.4 79.5 79.5 90.0 48 48.3 74.9 76.6 90.0 30 68.3 89.9 89.9_ 90,0 30 Tt 47.8 74.1 78.7 90.0 36 120 64.5 84.9 84,9 90.0 J ••altz M 36 120 45.1 69.9 74.4 88.9 42 61.2 80.5 80.5 90.0 00. :al ••" •••�• 42 42,7 66.2 70.5 84.2 48 58.1 76.5 76.5 88.1 0" • ,� 48 40.5 62.8 67.0 80.1 • ••••: �1 �I •••• N Q n • • 3" 3 3" A3. B3, CAA 3 3 JAMB `dpl' JAMB 'JD2' JAMB 'JD3' o o is ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION G z A3 - (3) ANCHORS TYPE 'A' AT EACH SIDE OF DOOR MULLION ° 3 ., B3 = (3) ANCHORS TYPE 'l3' AT EACH SIDE OF DOOR MULLION a " C3 = �3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION D3 = 3) ANCHORS TYPE 'D' AT EACH SIDE OF ODOR MULLION �► � � A4 (4) ANCHORS TYPE 'A' AT EACH SIDE OF ODOR MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. o MULLION 'MOI' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' o TRANSITION MULLION ANCHORS 0 DOOR-- 4 'INDOWALL En9r: JAVAo CIVIL PRODUCI'RP.VISCD TRANSITION MULLION 'RODUCf RENEWIM FLA PE 7o59Z , C N. 538 a3 wmplyiu}y»•Ills tho 1►lorido as con►ptyh►gwith the FW& BUi1d1118CodoI �,rf', O u 'IUldingCode AcceptancoNa_ iV/ _ . Acceptance Not -c I I5.p� n ato p Expiration Dot'e r ( F � drawing no. BY� '! MIt1Dl{]i Pro cttrontrol W07_60 Alia4 PW ucl C [4 - - - MA 0 7 201 sheet 7-°f 12 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1aYw TYPICAL ANCHORS: see ELEV. FOR SPACING o SEE ELEV. R SPACING 1 1'I000 BUCKS cYi � 4 3 01/4" DIA ULTRACON BY 'Elco` z a o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W :. oo WITH 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE p WITH 1-1/4" MIN. EMBED INTO CONCRETE Q DIRECTLY INTO CONCRETE p LL WITH 1-1/4' MIN, EMBED INTO CONC. 0 Qa o mI o.� 1 v g� ei I � Q I NINTO CONCRETE AND MASONRY - 2-1/2" MIN. a Q 1 y o I INTO WOOD STRUCTURE 1 MIN. — _ — O �L2 1. \ o N` lil �� r v\i ,1/4" DIA HILTI KVIK CON 11 BY 'HILTI` N T I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES co l i 4 WITH 1--1/2" MIN. PENETRATION INTO WOOD Q TYPICAL ANCHORS 1 I" SEE ELEV. FOR SPACING I THRU 1 BY WOOD BUCKS INTO CONCRETE :I I; METAL STRUCTURES WITH 1-1/4" MIN. EMBED INTO CONCRETE Q DIRECTLY INTO CONCRETE r jj WITH 1--1/4" MIN. EMBED INTO CONC. I W to N 10 i�j I ( ,ANQUOR EDGE DISTANCES T MIN. ••' INTO CONCRETE AND MASONRY 3 �. lji iiJ I o INTO WOOD STRUCTURE = 1" MIN. • u ...... p1 • Z �y I A41&' DIA ULTRA BY ' n' •••••• sc jv n�n ••••i m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � �•r� ^ • F4 g w WITH 1-1/2" MIN. PENETRATION INTO WOOD • A•M N I THRU 1 BY WOOD BUCKS INTO CONCRETE .. .. c '� .••• W WITH 1-1/4" MIN. EMBED INTO CONCRETE ..•.•• oo o �• DIRECTLY INTO CONCRETE NR •••• WITH 1-1/4 MIN. EMBED INTO CONC. ; •• ,' � � ••• Oji iii I �VCHOR EDGE DISTANCE • INTO CONCRETE AND MASONRY = 3" MIN. Ij! !jt 1 INTO WOOD STRUCTURE - 1" MIN. :I I: 1 p TWO PIECE OR ONE PIECE — — — ___ — — HORIZONTAL F ��.• — � — - — - — - — -� INTERCHANGEABLE c 0' o jl I�" BETWEEN HEAD & SILL #14„AMS OR SELF D_ RILLIJr SSC EWS ST/ST o x 1! j! !j ( INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) N ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) °' $ z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3A ' v°1 m i It011ilC7`T.1 Nrvt1✓ir If ANCHOR EDGE DISTANCES � a, I INTO TCT " INO MEAL STRUCTURE = 1 2MIN. ° o ° g his complying PIOsItY� ! / -ulding Code L__ — - __ — - — — — — - — j o 0 0 © Accrpt^rzA1,10LAJ(� a m� iv� �x.lratien Date r•`, .2��t� . �"eft6d,—ac—arrft-r7�' En 'r JAVAO AH (AD Q YS�• f� • SEALANTS, sCL RBYISP..D L N • FLA. PE ��rt 70592 a-3 Ca11►Plying-.011 Ills 1110Tida � ,v g ' _ ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF CA.N. 3538 f3uildiugCodo�z"Q��!_ GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. i A.cceptanceNo, ,Tyr' o -• °• o isx 3 ra ato �D�� S v $ INTERIOR FINISHES e NOT BY E.S. WINDOWS WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WDW, ly dro+A no. TYPICAL ANCHORS ILLUSTRATIVE ONLY MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND mm Ado induct mro W07g 60 SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. MA 0 7 2012 - — sheet 8 of 12 cn MAX. SHIM SPACE U 1/4" FOR ANCHOR 'A' ` 1/2" ANCHORS 'S' & 'C' MAX. SHIM SPACE MAX. SPACE WITHOUT RE(NF. 1/4° FOR ANCHOR 'A' 1/4" FORR ANCHOR NCHOR 'fl' ^� WOOD BUCKSA O SEE SHEETS 3 & 4 1/2' ANCHORS 'S' do 'C' z FOR CAPACITY aQ ° JAMS ANCHORS t" ,. • %OPTIONAL tEE ELEVATIONS IL FOR SPACING O O METAL d "v STRUCTURES �; C 0 � . .0 ------ - _ z q I • ° s a` li _ D.L. O O.L. OPG. .. ►� 4 3 EXTERIOR ° a JAMB ANCHLa to ORS ...� •r r LOOPTIONAL 0 FRAME WIDTH SEE OR SPACING ••• tS• y ••••• JAMB ANCHORS ANCHORED JAMBS r• • m• r• OPTIONAL DO NOT REQUIRE REINFORCING ,••••• o • ••• • SEE ELEVATIONS •• •• z ••�? to • FOR SPACING •••• 3 Q rrrrr UNANCHORED JAMBS , A ••••• MAY REQUIRE REINFORCING •••• � i� • • SEE CHARTS •••,•• IN •••• GAP 1/4- DIA. BOLTS WITH NUTS �` ••••• .. rr • 1-1J8" LIAX. •rrrr• §4 � • 1/4" MIN. ALUM REINF. AT 8 FROMENDS ALUM REINF, STEL REINF. r . p• — p SEE SHEETS 3 & 4 AND 18-1/2 O.C. MAX. SEE SHEETS 3 & 4 O SEE SHEETS 3 & 4 ' AI •••• FOR CAPACITY �:-J FOR CAPACITY '3 FOR CAPACITY ••• � � i ••• 4 • p• e - - tt e IILao 1I Oit a 1 .)RODUCT RIENEWO u 8 i t as cdmpl)•Ing with the FM 44) a d I I SLltllng Cod z 7 i —_ :. _.�:.��.. — — AcceptaneeNo ----------- _ _ _ _ — — — _ Eapiraflon lDntE n ;�::� t 1 hfiant i>ade PrBdltct C is 1 ;� o 0 _— �__�__ Lu � < m d A - 9 O.L. OPG. 12 14 En r;.JAY D AHMAR 'ltoDUCTttG�VISf?D u a D.L. OPG. D.L. OPG. D CML 1 eoniplYing will[the I,lorida N FIA, Pk N 70592 ui2AlnECodo C.A.N. 1+ „O&OQ FINISHES 3538 Aca}plancoNo 11 V' 1?xpi n 2d/ a NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY I-liens! Flo uctCvnlrol droving no. MAR 07 2012 W07-60 _ _ __ sheet 9 of 12 ----------- _ MIAMI-RADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM f ____- n z I IL ------------- # 11 t - I ��= ---J ° a ° V °• a v d ih cy ——— i ANCHORS TYPE v I ANCHORS TYPE O 1 A, 8ORC A, 8ORC - - - - SEE SHEETS 7 & 8 SEE SHEETS 7 & 8 Q w --- ---------� O.L. OPG. D.L. OPG Q g OWITHOUT REINF. ALUM REINF, ___-�__«____a SEE SEPARATE NOA FOR DESIGN LOAD SEE SHEETS 5 & 7 -' # �J SEE SHEETS 5 & 7 I CAPACITY OF DOORS AND DOOR ANCHORS. FOR CAPACITY %' i \J FOR CAPACITY i----_____� LOWER VALUES FROM DOORS NOA - �________� —'__-- t OR STOREFRONT SYSTEM CAPACITY CHARTS .r MIAMI-RADE COUNTY APPROVED I MIAMI-DADS COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. w LARGE MISSILE IMPACT RESISTANT DOOR j LARGE MISSILE IMPACT RESISTANT DOOR tfj d i so so Go I ,� , I �`1 ••o:•• s• ,ro sees• _ _ __ I 1 # •••••o N sees: _J L_ • sees 14 -.L_.1 I 1 Fi - .tr.�... __ oboe** rz « M sees i __ I #I X 1x Ci:G=`==3 •• •• oaoLz N s•,• 1 11 -1 I 1 # I V- -1 •oboe• • iQj • • • •is• L1 J UI 'F` L jl i o •• t7S w } :see: I t o O.L. OPG. LEAF WIDTH L. OPG `- O. . 12 rt2UdUCI'IRP.NE �IM LEAF VlIDTH -� as cbmplying with the"Opt 9ufding Code o lcceptttnee No 3-C l to STEEL REINF. __--_---•_-4 STEEL REINF. T_________- j EtpiratfonDnt 12 SEE SHEETS 5 & 7 �' t SEE SHEETS 5 & 7 �'�` I `�Dgdt , Ott o a FOR CAPACITY t G J fW9 i FOR CAPACITY , # E'y f 13 �iA9inIrddtict,Crfaf'"�. - �Q -__'�_-__ ----- 1 ___ / iS �------------ 11__- _ MIAMI-DADS COUNTY APPROVED I MIAMI--DADE COUNTY APPROVED I PRODUCTRO-VISR" LARGE MISSILE IMPACT RESISTANT DOOR I LARGE MISSILE IMPACT RESISTANT DOOR 1 as coal lyin witil 010 Florida I I i -j BuildfugCodo � .r� r � + � in ao N -, r------------___ __ __-__ , r ----------- c d , 1 Accc,►two c 3/20/3 I DA p g `o r ----- j L-------------- -! I----------------- �� ► o < ro I By � c ------- I - _ 1 t ____ _ __ _ i Miaibll�Adv ro uctConuol 1 #L 1 « _L-�� -�-1----.. I £ngr:,JAVAD AHMAD r o 1 1 n f I X -man==off flA. PE 70592 t K a C.A.N. 3535 --- h�lL_---- I chi `o u I, 1 I .�:JJ - 1, 1 I JJ ,I r==L------------- _ � ._----J k,.l- -------- -J drowing no. «_.. - _ .. C-------------------------- ��^----------------------------; wo��so O.L. OPG. { LEAF WIDTH D.L. OPG. t4 - - - LEAF WIDTH I I T l MAR 07 '012 _ _ sheet 10 of-12 4.968 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1.750 1.750- 1 ES8005 AS READ. HOLLOW FRAME HERO/SILL 6005-T5 r ,188 r 1 IA ES8007 AS REOD. OPEN BACK FRAME HEAD/SILL 6063-T6 - d 11 II 2 ES8004 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 z h 3 ES8001 AS READ. FRAME JAMB/MULUON 6005^T5 - 1.750 3A AS REQD. DOOR MULLION 6005-T5 - 2.750 4 ES8008 AS REQD. GLASS STOP 6083-T5 = N .Yp 5 ES8002 AS REQD. MULLION SNAP-IN MATE 6005-T5 0 125 6 ES8003 AS REQD. SHEAR CUP 6005-T5 078_ TYP. 4.000 '1,YP 7 AS REQD. INTERIOR BULB GASKET VINYL 0 LL ES8009 AS REOD. SPACER/SIUCONE STOP 5.000 3.750 5.000 3.750 8A AS REQD. BUTTON BUMPER BUER SILICONE -3.984 p L I 10 - AS REQD. SETTING BLOCK AT 1/4- POINTS NEOPRENE 3/16" X 1/2' X 2- LONG O a Q t] OO HOLLOW FRAME HEAD/SILL if #12 X 1--1/2" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL a 12 AS R£00. MULLION STIFFENER $005-T5 -4.96813 - AS REQD, MULLION REINFORCING CHANNEL STEEL 4, {zV = (Ltr I 3.750 14 - AS REQD, MULLION REINFORCING BAR STEEL a Z .206 lu 2.750 1.750 J 1 2.750 Q FRAME JAMB/MULLION 3A DOOR MULLION Fn •• `r o L TYP'. (4 1.472.0781 M .578 •• • 3 9A •� L-------3.984 .253 •••••• •• ••••• 1A OPEN BACK FRAME HEAD/SILL osa •""• b•�'''1 TYP. •••••• •• n ••• 4.968 3.368 ••'•.' .�` t0 •..• 3.736 4.534 •••••• co •z Ln •• ,124 : •'• i W N �+ •••: L 7-- 3.750 1.750 1 578 Um W4 O 0 N MULLION SNAP-IN MATE 12 STIFFENER ° o0 078 TYP. v ' 1.000 I .188 � z k•- 3.984 _.578 ys2 bmplyi'RBN1;th as cos�plytng with the 1'�Io tiulding Cade OAcceptance Nu Q 115.of 2 INTERMEDIATE HORIZONTAL 188 C�irnlian ate �: rGI� ro p m By O a m .156 Aliam,Da dc Pr6duct,Cop -1.786- 3.736 094 3.229 4.500 4.000 052 -NP' Engn JAVAA AHMAD PRODUCt'RRVISBD � TYP. _ FLA. t E R 705.92 As Building wilTi tho Florida $ N Dulldlug Coda C.A.N. 538 Acccptanco No ~� •3 8 y a 1,t 17 1.000 is n !to /3 f) By Ong ado Pro lie Control drawing no. 13 STEEL REINFORCING 0 GLASS STOP SHEAR CLIP 36 KSI MIN. a 7 2012 sheet 11 of 12 v� ,A Q LL `0j (h�� II I II V a d q 003 �e I I tt Jall "A Q / � h 5/8„ X 1/81, ,/� "AALUPLATE 0 v BENTM TO MATCH JOINT SECURED WITH #8 SMS ••'d• i (3) PER SIDE OF JOINT /� • • ••• 0000• /� •••�•• •Coo 109090 5/18 X 1 X 1/8" ALUM ANGLEBENT TO •••••• •Q • INT SO SECURED ti THH#80SMS •�•• � � cV� � •'0•• (3) PER SIDE OF JOINT •'••' Meg � ••••• S J • •00.0• • LL- 9 i-. • • • • ZN • • 0 *0000 • 14 " • N a • QRQULAR Q ANGLED CORNERS 11 W (112 X 1/2" in FH SMS / 1 W W W W {/12 X 1" � � � � � PH SIAS - �� HQRIZONTAL CORNER 41 O N Cam NODUCP RENEWtO PRODUCf REVIS13D » as ebmplyingwilh the Piorldn as complying w illi the FloridaFlorldo �i 3ulding Code Eh r J VAD,MMAD Building Code l M s Acceptance No l I t a . , elVlc Acceptanco Nu //F \ E tration dote r. C_N. 5 8', c 1 1 at ' E1y .l-111= 13yo IS rIL Lab 11 h1lamb ode Preduct.Cont . ;% fvhi ndDudoPro uetControl ti RECT. OR SQUARE CORN�R� MAR 47 .202 drawing no. WO'��p D00—....R MULLION CORWEB - - - - — - - - - — - - - -– -- – - – - sheet 12 of 12 4