The URL can be used to link to this page

RC-16-337 (3) arm � ) Miami Shores Village F fit � � Onlil tf � 10050 N.E.2nd Avenue NE ��7SS�� ralt 'n, �. " x Miami Shores,FL 33138-0000 Phone: (305)795-2204 W20 46 Expiration: 10/19/2 1 Project Address Parcel Number Applicant 42 NE 96 Street 1132060130640 LUNI USA LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell LUNI USA LLC 235 LINCOLN Road MIAMI BEACH FL 33139- 235 LINCOLN Road MIAMI BEACH FL 33139- Contractor(s) Phone Cell Phone Valuation: $ 56,100.00 MOONLIGHT EDITIONS INC (954)980-4430 __. Total Sq Feet: 2564 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:INTERIOR RENOVATION:PARTIAL Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Building Certificate Date: Additional Info: Review Building Bond Return: Classification:Residential Review BuildingReview Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Contractors Bond $500.00 Review Mechanical CCF Invoice# RC-2-16-58606 Review Mechanical $34.20 141221�116; Cr i CafS� ,, *170i0.00COiCC Fee $50.00 <lReview Structural DBPR Fee $25,25 05k2d1 C #:� j1 00 ` 0 Review Structural DCA Fee $25.25 nReview Structural Education Surcharge $11.40 Review Structural Permit Fee $1,683.00 Lip",Ir A T i V 11 Review Plumbing Plan Review Fee(Engineer) $120.00 _ Review Plumbing Plan Review Fee(Engineer) $120.00u, s c � �� , Review Electrical Plan Review Fee(Engineer) $120.00 Review Electrical Scanning Fee $24.00 A � Review Electrical Technology Fee $45.60 Work without Permit Fee $1,683.00 Total: $4,441.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT* I rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo g. F hermrl authorize the ove-named contractor to do the work stated. April 22, 2016 Authorized ature:Owner / Applicant f Contractor / Agent Date Building Department Copy April 22,2016 1 A RECEIVED Miami Shores Village CT 18 1016 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBED:(305)762-4949 FBC 2014 BUILDING Master Permit No. (¢G=�Z--�1/_ PERMIT APPLICATION Sub permit No. _tt _FFo ❑BUILDING F-] ELECTRIC ❑ ROOFING f-1REVISION ® EXTENSION PLUMBING �R NEWA�I PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 42 NE 96th Street City: Miami Shores =County: Miami Dade zip: 33138 Folio/Parcel#: 11-3206-013-0640 Is the Building Historically Designated:Yes NO X Occupancy Type: R-3 Load: Construction Type: II B Flood Zone: X BFE: N/A FFE: 12.99 11.50 low OWNER:Name(Fee Simple Titleholder): LUNI USA, LLC Phone#: Address: 235 Llincoln Road#310 City: Miami Beach State: FL zip: 33139 Tenant/Lessee Name: N/A Phone#: Email: �r —4Z CONTRACTOR:Company Name: Moonlight Editions, Inc. Phone#: (954)980-4430 Address: 1835 E Hallandale Beach Blvd#736 City: Hallandale Beach State: FL zip: 33009 Qualifier Name: Robert Kirchgessner Phone#: (954)980-4430 State Certification or Registration M CBC 060255 Certificate of Competency#: DESIGNER:Architect/Engineer: Robert Kirchgessner Phone#: (954)980-4430 Address: 1835 E Hallandale Beach Blvd#736 City:Hallandale Bch State: FL Zip: 33009 Value of Work for this Permit:$ Square/Linear Footage of Work: 2,564 sf Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Interior Renovation: Replace exist plumbing fixtures add lighting, partially remove a few non-load bearing walls, new floor&wall finishes, replace existing exterior windows and dours, new kitchen &ba nd fixtures Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand,that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /- �'— Signature OWNER or AGENT CONTRACTOR The foregoing instrumenwars acknowledged before me this The foregoing instrument 1was racknowledged before me this 6Wday f �L 'O�`�� 20 l b by 100 day of Q Gl U b� J 20 •1), by LO S who is personally known to �� C t�who is personally known to me or who has produced as me or who has produced as identification and who did take an identification and who id take an oat NOTARY PUBLIC: NOTARY P LIC: Sign: e. Sign: Print T� Print: AAY::':':: MY COMMISSION FF971492 Seal: Seal: ( XPIRE 396 utba �., .n.wm .�'f. ES March 18,2020 391 01 LO APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ROBERT IQRCHGESSNER � r$re�rrPc:rrurrri�>csi.rt�;. Mr. Ismael Naranjo Miami Shores Village Building Department 10059 NE 2i8 Avenue Miami Shores, FL 33138 R Permit Extension Request—Permit Number RC 16-337 42 NE 9e Street,Miami Shores,FL 33138 PERMIT EXTENSION REQUEST i Miami Shores Village Building Department, I respectfully request a permit extension for the project at 42 NE 96' Street,Miami Shores,FL 33138, Permit Number RC 1b-337. The mason for the extension request is due to our client and property owner LUNI USA, LLC, being based,in;Italy. As a result,most correspondence is often delayed,which has delayed construction and x has Orevent it from progressing at a normal pace. t t appreciate your understanding in this manner. If yo q have any questions or,need further clarification,please do not hesitate to contact me. Reslly,; rhessiner 'Buiderslnc. / Contractor License#CBC060255 (954)980-4430 6 l 4- vile F- �. I i ROBERT HIRCHGESSNER Ar-chitecrarul Desi 717:' .5da'R`IdI7'dsf'"t'.ld<1 I'I ,lda°Q'9dd2`d("`�° z:.Ad�a fldt °!d Ct1l�strzlctivf?.�fdlJ�illd�tl'G7t1Uf1 Mr. Ismael Naranjo Miami Shores Village—Building Department 10050 NE 2°d Avenue Miami Shores,FL 33138 Re: Plan Review Comments—Permit Number RC 16-337 42 NE 96' Street,Miami Shores,FL 33138 Below are Plan Critique Comment Responses from(plan review dated February 20, 2016). BUILDING CRITIQUE 1. Alteration Level 2 versus Level 3. Omitted Alteration to Existing Wall Dividing the Living Room and Dining Room. Refer to 1/A-2, 1/A-3 & 7/A-3. 2. Refer to Text under the Location Map, Sheet A-1. 3. Revised Details,Refer to 2/A-3 & 3/A-3. 4. Refer to New Wall Section Detail 8/A-3. See Also Notes Partition Description Notes Above Floor Plan at 1/A-3. 5. See Finish Schedule at Top of Sheet A-3. 6. Refer to Window/Door Schedule at Top Left of Sheet A-4. 7. Changes Clouded and Numbered as Rev 1. a} Additional Minor Revisions: Individual Wind Pressures for Double Door Sidelites at 2/A4 Tile Area Notes Sheet A-1 r I ROBERT HIRCHGESSNER C:onstruclion Administration Mr. Ismael Naranjo APR 11 ; Miami Shores Village—Building Department 10050 NE 2°d Avenue BY; _ Miami Shores,FL 33138 Re: Plan Review Comments REV 2—Permit Number RC 16-337 42 NE 96''Street, Miami Shores,FL 33138 - APR IS 2016 BY: Wind Pressure Calculations,REV#2 dated 4-8-16 Submitted for Revisions#2: Re-Calculated Wind Pressures based on 175 mph Basic Wind Speed as required for Miami Dade County. i Referto the Attached Wind Pressure Calculations dated 4-8-16. Refer to Sheet A-4 Window&Door Schedule Wind Pressures and corresponding Wind Pressures listed at each window and door opening on the building elevations. Please Note: Window& Door Strength Capacity,as shown on originally submitted NOA's,meets or Exceeds the Revised Wind Pressures—No Change Required. i r'f a i a r. �. OEM 0 MAN i � X616 MiAMNMIAMI—DADS COUNTY ffe=1R ¢ DUCT CONTROL SECTION DEPARTMENT OF REG- CONO C RESOURCES(RER) 11805 SW 26 Street,Room 108 BOARD AND CODE ADM TIVTSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade_&ov/eeonom-1 ES Windows,LLC 3550 NW 490'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. a DESCRIPTION:Series"1000/1050"Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. (L.M.1)", sheets 1 through 8 of 8; dated 07/31/03,with revision J, dated 07/14/15, 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., 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 eAtsro 4101k ;hgli•b4 groytded to th6 user by the manufacturer or'its distributors and shall be available ft inspgptiQd dt ih$jd%&e'at the request of the Building Official. This NOA revises NOA No. 13.OW.22 Ad oransists off'tLis•page 1 and evidence pages E-1,E-2 and F,3, as well as approval document mentioned above. The submitted documentation was reviowed by.Ma.%xlp1 Perez,P.E. •• :• ,' s NOA No.15-0129,03 M aMt Alma CouNrY •'• Expiration Date: November 06,2018 ��3�� • ••• Approval Date: July P� l agel . . . ••• • • • . . . • . • . . • • .• .• . • • .. .• ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1008.05) 2. Drawing No. W03-56, titled "Series-1000/1050 Alum. Single Hung Wdw. sheets 1 through 8 of 8, dated 07/31/03, with revision J, dated 07/14/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Abmad,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, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-5815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOAAIs No. 09-1008.05 and 07-0928.14) i 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 ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings.and installation diagram of an aluminum single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI- 05-1448 and HETI-05-1953, dated 04/22/05 and 0425/05 respectively, both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. OS-0720.01) . .. . . . . ... . • . • . • . . • ... Manael Pey x,P. . • ` ' Product Control B-Aa r '• • ' ' ` NOA No.15-0129.03 �/{I Expiration Date: November 06,20.18 Approval Date: July 30,2015 . .. .. . . . .. .. ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3820 and FTL-3806,dated 06/09/03,signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al Farooq Corporation, dated 10/23/14 and revised on 07/14/15,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. 14-0916.11 issued to Kuraray America, Inc. for ilieir "SentryGlas® (Clear and White) Glass Interlayers", dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No.14-0916.10 issued to Kurar*America,Inc.for their "Butacite®PVB GIass Interlayer",dated 04/25/15,eicpiring on 12/11/16.. .. ... . . . . . .. Manuel Perez,P:E. • . . . . Product Control Examiner • • NOA No.15-0129.03 .. . . . . . . . . . �,n .. .. ••• • Expiration Date: November 0b,2018 J Approval Date: July 30,2015 E_2 ... . . . . ... . . . . . . . . . . ... . . .. .. . . 00 E S Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest,dated October 23,2014,signed and sealed by Javad Ahmad;P.E. t 2. Laboratory compliance letter for Test Reports No. FTL-5815 and FTL-5337, issued by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectivdly, both signed and sealed by Michael R. Wenzel,P.E. (Submitted under NOA's No. 09-1008.05 and 07-0928.14) 3. Laboratory compliance letter for Test Reports No. HETI-05-1448 &HET145-1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05 respectively,both signed and sealed by Ivonne Ghia,P.E. (Submitted under NOA No. 05-0720.01) 4. Laboratory compliance letter for Test Reports No. FTL-3820 and FT1 -3806, issued by Fenestration Testing Laboratory, Inc., dated 06/09/03, both signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-0910.03) G. OTHERS 1. Notice of Acceptance No. 13-0617.27, issued to ES Windows, LLC, for their Series "1000/1050"Aluminum Single Hung Window-L.M.I.",approved on 09/19/13 and expiring on 11/06/18. z A •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• MOnuePerj2P �"' ' "' • • Product Control Ex • . • . ' NOA No.15.0129.03 .. • . ..' �' •.• :• �•• '•• Expiration Date: November 06,2018 Approval Date: July 30,2015 E-3 • • - • ... . . . ... . . 1/8'ANN.GLASS DON CORNING 795/983 8°MA)L 10'MI1X. .090'Inter Ira.' 10?MAX 8"MAX. CORNERS To �/� Z 1 W/SRL p FRNE� tz 1/8"ANN.GLASS '• FALSE MLINTINS (SURFACE APPl7E1 A F ��) I SmKxw MAY SE USED - I„ DOW CORNING 795 ro �/ 1`GGjEI sypp l7 C II J�. 11 C y Fp$@. (tt ALT. GLAZING OPTION SQUARE GLAZING STOP CAN BE USED B ° ii To 4 WITH ALL GLASS TYPES SHOWN ONTHIS SHEEr. II II n ' 21 WI 1/4 PMTS ON LRES II ii WIDER THAN 38' �� II II \ \O GLASS TYPE 'A' i/$e 4 5((�'N'D.GLASS 1/8'HEAT S1RElV'D.GLASS y3 II / 11 CI / N 2 •• ••• 090'Interloym 080'Interlayer • • SAtryGlos • • kararay Butocite PV8 •M"" ��Ana ico.•Um.' By'Kuraray Americo.Ino.' •: ••• &/8.HEAT STREN'Q.�S•• 1/8"HEAT SIREN'0.GLASS 47 1/8' �� 47 1/e' • I O.L.OPG. To O.L.OPO. 'a 8 � J •• • •••SLICONE •• •• SILICONE J 4 • • 49 15/18' 49 15/16- U_ R • • •• DOW CORR*.,@;•• DOW CORNING 795 ENT WIDTH VENT WIDTH yi ,n1d,n •• • •••• 53 1/8' 53 1/8' • \ ••: •••••• v WINDOW WIDTH WINDOW WIDTH Z\3 Z M •• •"i• "' 3i�` • •••••• TYPICAL ELEVATION TYPICAL ELEVATION _ • •• • •• •••••• Smim 1000(STD.ISLE) SERIES 1000(HI—RISE SILL) • • 0 00 t= W M • • • • AT 1/4 PO ION LTtS 21 AT 1/4 POINTS ON UTES THAN 388'' WIDER 7WUJ 38• SERIES-1000/1050 UMINUM SINGLE HUNG WIND GLASS•LYlP1'B' GLASS TYPE 'C' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 5/32'HEAT 5TREN'0.GLASS 5/32"HEAT STREN'D.GLASS THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE DLPACT. 090,tnterlayar 080,�� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE € SHUTTERS ARE NOT REQUIRED. j��Butacite PVB COMBItdAT10NS OF S.H./S.H. OR'SIIGLE HUNG WITH OTHER By'KuraM Amefte.Inc.' By'Kuroroy Americo.Inc.' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PRODUCTItIMED g MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. asamT1�Whh 1/8'HEAT STREN'O.MSS 1/8'HEAT STREWO.GLASS LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ILIdIdlogCoTia WILT.APPLY TO ENTIRE SYSTEM. AaNa 9.03 DtUe Cie • —v d IbefImIda THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE $ S DOW CORNING 795 r� DOW ONE NCORNING 795 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY y� HURRICANE ZONE(HVHZ). ao io i45 WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER m m LOADS TO THE STRUCTURE. 1 r ANCHORS SHALL.BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS EeL.,M� j EMBEDMENT TO BASE MATERIAL$HALL BE BEYOND WALL DRESSING OR STUCCO. FLA. CAN 6 .. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Q NOT PART OF THIS APPROVAL.. AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. , 21 WIDER TLIAN 38" 2 WIDER THAN 38' drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO TEEL/METAL SCREWS,THAT _.. TYPE 'D' _ GLASS TYPE 'E' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD.MEET THE 1 qttt1��iI W03--56 .,.GLAZING OPTIONS --- - REQUIREMENTS OFTHEBLOC.CODE. - JUL sheat T of$ EQUAL UTAS Bomm, UNEQUAL UT68(Omm TYPES))MD01f8 ..- -.. i1ER2tiN LOAD CAPACITY=P9Flift-ESE AHL) - - `""•*_,•..,-.,"•-•... .. •"• ^• - , °�-- DXM=LOAD CAPACITY-;PSF(III-ttie�'OU). �4ry STANDARD HEAVY DUTY 4 STANDARD HRAVY WM TOP RAH. TOP RAIL TOP RAH. TOP RAIL a a"TYPE LAM 11888 Mm TYPBR a m TYPE MASS TYP89 Gum Was J WINDOW DIMS. 'A' '8 'C'. D'At, '8'.'e,'D'&'E' WINDOW DtMB. A' W.'c'.'D'&'E' Jr.V.'D'A'E' WUM HEIGW EXL(+) /NT.(-) .(+) 1M.(-) EXT.(+) 1NL(-) WMIN HEIGHT EXT.(+) IW.(-) EXT.(+) INT.(-) EXT.(+) TMT.(-) 19-1/e' 70.0 80.0 Bao 90.0 80.0 90.0 19-1/8' 70A 80.0 Sao 90.0 80.0 90.0 28-1 70.0 80.0 $0.0 90A BOA 90.0 26-1/2• 7a0 mo Bob 90.0 80.0 90.0 co 26' 70.0 80.0 B0.0 90A 80.0 90A 3Y 50-5/8• 70.0 80.0 Bao �.0 80.0 90.0 42' (3) 70.0 80.0 .o 80.0 90.0 rg jf 42• (S) 70.0 80.0 60.0 90.0 60.0 90.0 .Q 49• 7a0 60.0 80.0 90.0 90.0 90.0 = _ 'O a 49' 70.0 Bob 80.0 90.0 80.0 90.0 O Li 53-1/8' 70.0 80.0 80.0 80.0 80.0 90.0 53-1/8' 70.0 74.0 baa 90.0 sob 90.0 19-1/8' 70.0 80.0 1 80.0 90.0 80.0 1 90.0 '� 19-1/8 70.0 90.0 80.0 90.0 60.0 90'0 as 4 28-1 ' 70.0 80A 80 90.0 80.0 90.0 26-1/2' S5• 70.0 80.0 80.0 90.0 80.0 20.0 17 3Y 38-3/8• 70.0 80.0 80.0 90.0 80.0 80.0 I w I 3Y (S) 70A 80.0 $0.0 90.0 80.0 90.0 42' (4) 70.0 ODA o 80.0 90.0 H------`^I 42• 70.0 90.0 80.0 90.0 Bob 90.0 z 49' 70.0 80.0 80.0 90.0 80.0 90.0 49' - - - - 80.a 90.0 d 53-1/8• 70.0 80.0 80.0 90.0 50.0 90.0 19-1/8' _ 70.0 80.0 80.0 90.0 80.0 90.0 iie••lll F 19-1/8• 70.0 80.0 8D.0 90.0 80.0 90.0 26-1/2' 70.0 80.0 90.0 Sao 80.0 90.0 28-1/2' p.0 80.0 0 _80.0 90.0 3Y (6) 70.0 80.0 80.0 90.0 80.0 90.0 • 37ti 50-5/1! ••D.0 00 •%Db 90A 80.0 90.0 42' - - - - 80.0 90.0 • • (S) B 0 90.0 80.0 90.0 19-1/e` 88' 70.0 eD.0 80.0 90.0 60.0 90.0 •• •sm 80.0 80.0 80.0 90.0 28-1/2• (8) 70.0 BD.O 80A 80.0 80.0 90.0 • •I' • 70. Sao Bao 80.0 3Y - - - 80.0 90.0 = . 19-1/8' 70.0 8010••• .1 90.0 80.0 90.0 t9-1/8• 74-1/4- 70.0 80.0 80.0 90.0 80.0 90.0 � U • 2��1�2' • .a 80.0 0 90.0 Bao 90.0 26-1/2' 70-0 60.0 80.0 90.0 80.0 90.01 37• 586 700 am • Bob 90.0 BOA 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • �d4� (6) • 0 80.0 .0 90.0 80.0 90.0 LIMIT EXTERIOR(+) TOADS TO 70.0 PSF FOR STD. SHL. a'^ • •499t 700 subs •qW.0 90.0 Ba.O 90.0 4 OQ M • 53_1 8' •• .0 90.0 50.0 90.0 d M • t�yt 70.0 80.0 Bob 90.0 80.0 90.0 z 4 • 2g-1 ' 70.0 ac" 80.0 90.0 • •J➢ 630• •7pA 8DD• ORO 90.0 80.0 90.0 (�J,} d 42• (64 80 .0 90.0 80.0 90A 70.0 80D • 8WO 90.0 80.0 90.0 5 SA7 • �� • • 80.0 .0 90. 80.0 90.0 . 8' • •'AD•0 80.0 80.0 _ 90.0 80.0 90.0 q 4 4 26-1/2' 70.0 80.0 80.0 90.0 BOA 90.0 3Y 88' 70.0 80.0 80.0 90.0 80.0 90.0 _ RUM _a2' (8) 70.0 80.0 80.0 90.0 80.0 90.0as emroyft with�AJ�FW& ° M g� .5.qg• 70.0 80.0 80.0 90.0 80.0 90A. -. 'd -.•o. HUDdIuB'WdNCO'.4� O� B S 53-1/8• - - - - 80.0 90A App@P191,pq 3 19-1/8' - 70.0 80.0 80.0 90.0 80.0 90A ..��.77 26-1/2' 70.0 80.0 80.0 90.0 BDA 90.0 BY �.TOP RAIL HEAVY DUTY TOP RAIL 3Y 74-1/4• 70.0 80.0 80.0 90.0 80.0 90.0 S_1000 S-1000 NO o R 42' (7) 70.0 80.0 so.O 90.0 80.0 90.0 0 8 49' - - - - 80.0 90.0 qA G CAPACITIES ON THIS SHEET ARE A 63 t/e• - - - 80.0 90.o D SC BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 80.0 90.0 DECLARATORY STATEMENT DCA05-OEC-219 60.0 90.0 2 3712' 60• _ _ _ _ BOA g.Q Feer.AW MONAD 4Y (7) - - - - Boo 90.0 R& ECAXU 82 s b+ 49' •NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMIL LIMIT +)LOADS TO 70.0 PSF FOR STD. SILL drawing no. SM,TDP RAIL HRAVY DUTY TDP aAn. 82015 W03-56 S-1050 S-low Sheet 2 of R TYPICAL AN1.rIORs SEE ELEV.FOR SPACING 11PWAI _. u t9Y SEE 6W.FOR SPACING WOOD IN= a• '_ `•� <' NEW E tdlAMt-DADE COUNTY APPROVED o e .d'• '<4° .d.•! .°•: '° ° a-• N*MMUUM ANCRS SEE HO FA + Tyy �• Aho O 8 13 T 1 $9 ti TYPICAL ANCHORS �T>�ANCHNS QQQ I 1 SEE EtEVS.FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1, g o TYPICAL ANCHORS: SEE ELEv. FOR SPACING • • 1/4" DIA, ULTRACON BY 'ELCO' (Fu 177 KSL Fy=155 KSI) • • ••i •• •• INTO 25Y WOOD BUCKS OR WOOD STRUCTURES d •••: ti • 5X7 1-1/2" MIN. PENETRATION INTO WOOD ••• •• THRU 1BY BUCKS INTO CONC. OR MASONRY • •••• • • 'I'__j jIII 1-1/4" MIN. EMBED INTO CONC. OR MASONRY • • e ••• 5 S LJL7U 8 .. • •••• •••• • DIRECTLY INTO CONC. OR MASONRY V � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i1 w • •:•• a• • : B 1 B 1 $�4 SMS eR gELF eRILLING SCREWS (GRADE 2 CRS) `Va•m • ALT. INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. t/8") Q.} • • •: 0000 • 4 INTO METAL STRUCTURES •••: a0 • ; • 4 • 14 4 14 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) z G ►. ALUMINUM : 1/8"THK. MIN. (8063-T5 MIN.) •... a•• .. # .. •' La Ed • • • I I I � (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �n • • • : • , o Ed = ANCHOR EDGE DISTANCE s •••• •••• • o x INTO CONCRETE AND MASONRY = 2-1/2- MIN. • • 3 INTO WOOD STRUCTURE = 1" MIN. •••• o 4K INTO METAL STRUCTURE = 3/4" MIN. c o WOW AT HEAD, SILL OR JAMBS SG=0.55 MIN. ' OONCRETE AT HEAD,SILL OR JAMBS re -3000 PSI MIN. o 11 11 = C-90 HOLLOW/FILLED BLOCK AT JAMBS rW-;-2000 PSI MIN. = e I SEALANT: u ALL JOINTS AND FRAME CONNECTIONS SEALED WITH tG SCHNEE MOREHEAD SEAM SEALER S145504. _ W1 14 g NNv I p�p'�g N� C wz 15 a �S� 1PEEPHOLES d B C� W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END 2 PRODUCTREVISW W2 = 1-5/16" NOTCH AT EACH END asc°mP1Y1nSw91tNnFiatJdll �2 E,pn JWIAO AHMAD No Choll. PE 70592 1 i e ° •T '.'_' - ° - •. drawing no. A., ' mncAL ANCHORS °Ed b ° SERIES-1000 IL 167 SEE 5 Ed MR SPACING- - -....- - .. - VENT WITH SPRING LOADED sheet 3 of$ TIMM ANCHORS �V ISE QBl.-FOR SPACMG - .. ._ +�-ax-c•.. - _.., M 18Y Bom a= Z 3 O 00 0 a � a 0 • • 801M LATCH LATCH B o LATCH p 9B sA e°OT700M AT CH � m N • •.•.� �.•.• , 61 B � � oaM� L •••• T� 14 i ; 19 � 19 i M a 1 IIIc ; �3 o ' i 3:2E i w LL,to M 9 14 wi W2-\ m m OC t5 N�t� 2 2 � ^ PRODt1CFREMED Ener.JAVAD MUM d — m em�lyjng wIW dta 17odb CML da a' ^ L109diop OodC .D FIA.PE 170592 $ NoCAN.YSSB ,� Dm no. ' ,rP�AL aN�xoRs •'' t - '' SERIES A — 050 W03-56 A .. .. - _ Ed FOR SPACMO Ed.- .. .__...: VERT tYRH WrEEP LATCHES JUL, 15 - ahe•t 4 of t3 .PART B$QD._. ON PLTBR/RBum - _. _. .._.....,....._. ,..-:-:::.:< .-_; --;•-�:P Jf:: - - �_.. z.n;�� t... - INAI�AL. 2l+WY./BBP-.. 1 61001 1 FRAME HEAD 6083-76 2 61002 1 FRAME SIU.(STD.) 8083-T8 Z 2A 61101 1 FRAME SILL(N-RISE) 6083-T8 0 3 61003 2 FRIG.IAMB 6083-TB - �„ 1 4 61005 1 FDOiO MTG.RAIL(FOR SPRING LATCH) W63-T8 - ppp 4A 61051 1 FDWDD MIO.RAO.(FOR SWEEP LATCH) 8083-T8 - $ s ES1004 1 STD.VENT TOP RAO.(FOR WWII LATCH) 6063-TES - 5A 62004 1 HEAVY DUTY VENT TOP RAO.(FOR SPRING LATCHES) 8063-TB - w a 5A/ ES2004A 1 HFAVY DUTY VENT TOP RAIL(FOR SPRMO LATCHES) 8063-T8 ALTERNATE TO SA {X7 • •• 59 61052 I $TO.VENT TOP RAIL(FOR SWEEP LATCH) 8083-T6 - • • e••••e • 5C ES1053 1 HEAW BUTY VENT TOP RAR(FOR SWEEP LATCHES) 6083-TB - 1 it O • e••• • AfIATE NOA TYPICAL ANCHORS 5C.1 ESIGM 1 HEAVY DUTY VENT TOP RAIL(FOR SWEEP LATCHES) 8083-T6 ALTERNATE TO 5C • • •••••• 0 • SEE ELEV.FOR SPACING 6 61006 I VENT BOTTOM RAIL 6063-TB - • e••• • • • • 7 ES1007 2 VENT SIDE RAO. 6083-T5 - !41%1 . e • • • e 6,G06 AS RD. GLAZING BEAD 6063-TB - a 00 0000 •• •• BA ESI 103 AS ROD. SQUARE GLAZING BEAD 6083-TS - • 00 • • • • 8 ESION 2/VENT SPRING LOADED VENT LATCH 6063-T5 AT 6"FROM ODS _ n •••• •••• 9A 3032 2/VE6 SWEEP LATCH -_-� - - ZAMAK AT 11'FROM ENDS • •t•• • ® ® 9B is x 1• 2/LATCH LATCH 815TALLATION SCREWS - FH SMS 0000•• d • • • • 0000 10 61012 i/LATCH LATCH SPRING ST.STEEL 0 0 0 0 11 ES1010 AS RED. GLAZING WEDGE SST PVC DUROMETER 70+5 SNORE'A' 11A 27-425 AS READ. GLAZOW GASKET ERM DURDMETER BOAS SHORE'N J • •••• •• •• ••eit 12 ®8 X 1" 20 FRAME k VENT ASSEMBLY SCREWS CRS PFI SMS J • • e • -.04, • 13 ES1011 2/VSASH CAM CELDN • 0000 •0 0• e e e WIF$tOW.WIDTH WINDOW WIDTH �,, ENT 14 43820-187 AS RED. PILE W%IWPNG WITH PLASTIC FW - AM SBURY OR EQUN. 090000 15 0300X190 AS REDO. FRAME SOL W'SIRIPPING - Q-LON2 16 - 2/'VENT SOCK&TACKLE BALANCE SERIES 120 BY BSI 17 - 2/VENT SPIRAL BALMICE - - - - - -- - I'S 3 Z F'" 18 ES1013 2 SASH STS' N N TYPICAL ANCHORS 19 ES1505 - FLUSH FRAME ADAPTER 6063-TS OPTIONAL W eD SEE ELEV. FOR SPACING 20 - 1 5/18"BOX SCREEN - OPTIONAL 0 21 27-372 2/LITE SETTING BLOCK,7/18'X 3/16'X 3-1/2'LONG EPDM OUROMETER 75+5 SHORE A NT 1/4'MAX. O VEWIDTH 1/4'MAX c SHN SHIMS OPTK)NAL 1 18 1BY 1/4"MAX. WOOD BUCKS TYPICAL ANCHORS C E 14 7 SHIN:_- SEE TB.EV.FOR SPACNG g p •P METAL op d O 0.:6n.- 3 SNS S G v x SEE ELEV�CH�tS o FOR SPACING 11 PROD=RRVMW �4AWID MUM •v 1 EXTERIOR 4 a9c�IAplwdTlOeF►odds t2At 3 8 Bvit�e8 FIA PE 79592 D.L.OPO. .a Aoxptalroo 03 C.A.N. o .R WINDOW WIDTH pa d. r — o ERIES-1000 drawing no. SERIES 1050 JU 1 2415 W03-56 Sheet $ of 8 TYPICAL ANCHORS TYPICAL ANCHORS ' - SEE flXft FOR SPACING SEE ELM FOR SPACNG I Z METAL MIAMI—WADE COUNTY APPROVED a STRUCTURE MULLION&MULLION ANCHORS 1" °. '�• Ed SEE SEPARATE NDA o, . 1 a g ,9 � . O • 0 .. 'ALT. '. 0.0 0•0 TYPICAL ANCHORS T1EVSPACNO • 0..• • . • • SEE .FOR • 0 000.06 • 0000 0000 •• •• O • • • 0 0000 0000 000000 • • 0 0 0 • 0000 0000•. • • • • • • 0..• • 0000 • • 0 00.0•• • 0000 •• •• 0000.• t U • • . �w • • • 0 •• O • • • 0000 0.•..0 . . �_ p�co Q 0000 1/4°MAX. M ALT. � Z�i SHIMS is i v a �L _ Ld M�L O g . FFJ a o Ll TYPICAL ANCHORS W m ALT. SEE BEV.FOR SPACING & E 19 o I t PRMUCPTL8VMW AHM :',,° .. meomplyi9gw(th Wad& "'ACNE •° �aUd1AS OoQe /� FIA PE S7=2 b 05 cAN. Ts t>mDmo � 1E .. '' >.° •.°-. v'0 7YPICJiL ANCH� SEES ELEV.FOR SPACING BY M edeproduaCan9ot drawing no. INSTALLATION DETAIISyYIT}i FLSJSH FRAME ADAPTER JUL _ 2015 Vd03-56 sheet g of g FA2330 1.130 1.130 99 air 62 2.180 +f . 062 750 .062 1 1 444 .082 1.344 .84J Z Q3 a?U 500 !Ij- zo63 2.063 �! .718 A13 e� .813 913 250 2392 F--2.265 GLAZING WEDGE .930 930 t 1 SCALE 1:1 8 OO FRAME HEAD 10 FLUSH FRAME ADAPTER 5 STD.VENT TOP WAIL STD. VENT TOP RAIL BASE POLYMER- EPDO RUBBER 8 c h 2.186 913 -1000 SERIES-io5o DENSRY- 1026 Lbs/001 HARDNESS-7035 c4 • 1930 t.�70 TENSILE STRENGTH-90.5 PSI 1.122 1r i ••.i •• • 930 :,.2 •• .930 t•t� STR�ENO H as Mp/RBRITTLE• • • COYPRENESSSSION EMSET�27$TURE- - 58'F)••• • • • I31=A78 1.aat ,.z5o 1.xb0153 � .080 oil J 1242 .082 0 '' ••• • .147 LIUIJ 2A83 2.083 OR • •• .• .760 .062 .062 • • • •••• 1,344 •• •••.• � y • • .582 382 FW+MBI IAMB•• ® • VENT LATCH H 0 VENT TOP RAIL © H.D. VENT;OP WAIL , •SERIES-1000 • • II+-,� ••••• 1.63D 1.630 • .08� • .• 050 Z 050 • •..• � • • .00. • .837 1.250.147 .128 1'250.153 • 2.063 2.063 C M 1 •.•. Gg Z3�� Q GLAZING BEAD O SQUARE GLAZING STOP 982 062 g z g .BMW 1-.048 I G1 (f1 to v .715 .5 i- � 41M� .888 H.D. VENT TOP RAIL H.D. VENT TOP RAIL .813 .gg{7- A82 .9�O 54. S�S_t000 SFl6ES-1050 2188 II� 1.250 .082 .81 .992 .ti92� 488 O 1.ID G q� 1.149 7 VENT SIDE.RAIL .OSx 2.113 .082 2.181 u .- 1.250 1.875 1.250 Qe VENT Ei0TTOM RAIL I�II��((II��---/�� 4 2.457 2.457 •ffi 1.212 1.212 W .062 MEETING RAIL MEETING RAIL o SERIES-,OW ® SERIES-1050 A82 3.127 2902 1.335 gr..lAVAO AHYAD .710 FLA. CA E 70592 S ) PRODUCrREMUD I 874+ »xm , 0 -1.879 1.878 A) � D� droving no. 7.3312331 L 1�i 20 W03-56 By Q FRAME STD.) ® FRAME SILL(HI-RISE) 1'raductContrlil sheet 7 of$ tz O i • • 0000 • •• • 0000 • • • t � � 0000•• • 0000 • • • • • • 0000•• i • 0000 0000 •• •• 0000 0 000 0000•• / i A �, s� n • •00• • 0000 e•••0• • • • •••• • • • ••0• • • 0000 •• •• • W • • 0000 0000 • O�M� • •00*0 i Q\ ZZr��$jI 25 S Z yl to . W -� 12 jul I t2 oma +� FRAME CORNERS DETAIL a Er AD mm tea. VENT PRODUC CORNER DETAILCAN. J 70.492 8 PR• 5JB g { myg� IthdmFlalds S 8 8 Z •OF oap Browing no. _...._ _ __ 62015 W03-56 !t" 1 e»aaa�,c meet 8 of 8 VIV - J. -» MAR Y02016 � M AM P/- MIAMI DADE COUNTY — PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF RI CONO C RESOURCES(ICER) Miami,Florida 33175-2474 BOARD AND CODE AD VISIO T(786)315-2590 F(786)315-2599 NOTICE OF AC TANCE (NUA) Irww.mtamidad e.aav/economy E.S.Windows,LLC 10653 N.E.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 accOptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to melt 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"3000" Aluminum Outswing French Doors w/wo Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 6&6.1 of 7,prepared by Ai-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product CoAtrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1.I ower Design Pressures(DP)of Doors,sidelites,hardware,glass and thresholi"(sill)options shall control. 2.Spee sheets for doors,2.1 for single sidelite and sheet 2.2 for doors with sidelites options with in tested frame area. 3.The Water Rating+DP with STD sill=+70 PSF(X&) X)and Hi-Rise sill=+90 PSF(XX)and+100 PSF(X}, 4.Tahe frame are of alternate size must not exceed 97.58 R2,nor panel tested area and max.Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla,Columbia, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been Bled 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. .. 80: •• • •• INSPECTION:A copy of this entire!tQA 91ilt6Q+ did Zo No user by the manufacturer or its distributors and OhAU able for inspection at thel8b sitg'at tltdreghest'oft1weBuilding Official. OA revises NOA#14-0722.13 and consists of this page 1 and evidence pdges E-1,as well as approval ent mentioned above. . .•. . .•. . •bmitted documentation was sey:9ew1"d by Iehnq 1:Chanda.1A .. .. 0 00 •' • 000 • NOA No.15-0611.10 amAMmcout�tn Expiration Date: September 16,2019 ./ ... . . . 0:0 •• Approval Date: September 03,2015 Pagel 111 . . . . . . . . . . . .. .. . . . .. . ... . ... 0 E.S.Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A." DRAWINGS t 1. Manufacturer's die drawings and sections(Submitted under file referenced below) 2. Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(LMI)", sheets 1, 2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#14-0722.13/#12-0308.40/#09-1217.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 E 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(see sheet 2) 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 24113.2.1,TAS 202-94 Along with marked-up drawing 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.Note: This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo,P.E. 2. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E.and test report No.FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/0.1/07,signed&sealed by Carlos S.Roinda,P.E. (Submitted under file#09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014(5t' Edition),prepared by Al Farooq Corporation,dated 06/01/15 signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for the"Sentry Glass 0 Interlayer",expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16 F. STATEMENTS I. Statement letter of conformance to FBC 2014(5t6 Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 05/29/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER L This NOA revises NOA#12-0308.40,expiring September 16,2019. 2. Test proposal No(s)#09'0225:J4eQ QO/17t0I,#0"411 dated 07/31/07&02/06/06 approved by BCCO. • . .. . . . . ... . 3 Distribution agreemenrbetween Eriergfa Solar,•,A.-ES Windows and ES Windows,LLC,dtd 08/03/15,signed by Ms. Carla Garcia(MGR)and Andres Chamorro(Gen.MGR}respectively. ' ' • • • Isha t Chanda P.E. 0 • ' ' • Product Control Examiner . •. . . •. • 000•• ••• • NOA No.15-0611.10 Expiration Date: September 16,2019 ••. • • • ••. • . Approval Date: September 03,2015 ... • • • • • • E- • . • . • • • • • • • . •• •• 000 . •• .. TMX._ ._ - - FR7c M AME AX. OVERALL FRAME IVIDTII IDTH A M'MA SfpES 35 3/18' 7e MAX. 38 3/18' ) may. AND MULLION ENDS SI�UTE WIDTH DOOR FRAME WIDTH SMELRE WIDTH A 4) SOLES DOOR OPNO.VADTH Z 8"MAX 3" 8" 3" 8" 3" SURFACE APPLIED 8"MAX. 3" 8" PAIOT HINGES O HEAD/SILL A C 3" FALSE MUNTM SEE SHEET 2 CORN / R MAY BE USED ADACL. C FOR CAPACITY `�f f'! i F"' E ii SH \ II ---++--_ - FLbsH === - I FLjiS1I � BOLI\ ---n -- _= _ Som �a it J u G \ fo -� • ___-i� ____ /--�_��j____-. \ iiLfi/ / /jIj1 iI LOCH DPTIONS LOCK OPR`N -1I [FOR U SEE SEE grA�Y FOR SPCHY\ #LG • w \ • • II • IIS---- "� / - - r7-_' Tv x -ns---- I • — rT---- Al •000:00••••• • •� •�iL•• \FLUSH // ii so*** •• ••• _i��lri•y� ===�i-\BOtT- / -�I- 41 - • •�•••� i� • ii \ � FLUSH ii ii \\ i // /�f�jj tN.. • • Goo*,- AC1IVE INACTVE01 I 8�rn ACTIVE INACTIVE G gI ••• •• •• •• • ••• i `� Z3 °I Vi a •• • • •29 5T1R" `` 28 3/18' ` F1AD 29 S/18" ` BLIT HINtiES 28 3/18' W 9 1. Vl 000000 •••• Q.L OPO• D.L.OPG. SILL D.L. OPG. to $ Sf>=SHEET 2 DA.OPO. m N g ••••• ILL • 33 S/18' J8 13/18' 33 S/1g' FSA � r S $ 0 PANEL WIDTH LEAF'WIDTH OXXO ) A.-EL WIDTH //jp LOCK OPTION #1 �s ds�=£OCK OPTION #2 MAX. FRAME AREA NOT TO EXCEED 97.58 SQ. FT. PER FBC 2014 TYPICAL ELEVATIONS /A 1.44p.--4— egg e a TESTED UNITS FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF c AND EXPOSED ON ACTIVE LEAF SERIES-3000 ALUM OUTSWING FRENCH DOOR SEE DETAIL G ON SHEET 5. C APPROVAL APPLIES TO SINGLE(X)AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. DOOR LEAF WIDTH (X) - FRAME WIDTH - 2.8125" SIDE WES CAN BE ON ONE OR BOTH SIDES OF DOOR INSTRUCTIONS: DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.375'x/2 e a DOOR LEAF HEIGHT - FRAME HEIGHT - 2.50W o H THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. SIDEUTE PANEL WIDTH = SIDELITE WIDTH - 1.875" B REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). STEP 1 ON WIND DESIGN COINDLO LOAD W.WIND ZONE BASED THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o ON W910 VELOCRY.BI.00.HEK#iT,WOTD ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USINO APPLICABLE ASCE 7 STANDARD. SHUTTERS ARE NOT REQUt 0. LOADS TO THE STRUCTURE. $ Y STEP2 FOR sDICIE(X)Am DOUBLE(XX)DOOR cAPACI1IES Ugr IAvaVI AIMaD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SEE SST 2. CIVIL EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FUSE RAME LOWER VALUES FIONS�GIASS.HINGES.LOCK AND IAU 2 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE gT h NOT PART OF THIS APPRO AL STEP 3 FOR SDQ.ITE PANEL(0)CAPACITY SEE SKEET 2.1. 3 g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 4 FOR SiDEUTE COMBINATION WADI DOOR OR SIOELFIE SEE MULLION CAPACITY CHART ON SHEET 2.2. drawing no. MATERW.S INCLUDING BUT NOT LIMITED TO STEEL AL SCREWS,THAT THE LOWEST VALUE RESULTING FROM STEPS 2,3 COME INT OF WITH OTHER DISSIMItMCOD MATERIALS SHALL MEET THESTEP NO 4 WWI APPLY TO ENTIRE SYSTEM. 2015 W04-51 —51 EOU OF THE FLORIDA BLOTS CODE _. West( 1 of 7 WTO C ']L' DOORS - DESIGN LOAD CAPACITY-PSF GLASS AND BARD®ARS OPTIONS 9� / GLASS TYPES BINGES LOCIO3 Q J J / K FRAME HEIGHT FRAME WIDTH , 'C' &'E' I OPTION 'I' OPTION'2' OPTION'1' OPTION'2' as 4 INCHES INCHES EXt. + - EXT.(+) DNI.(-) off.(+) OIT.(-) EXT.(+) INT.t-) EXT. + Dn:(- EXT.(+ INT. - EffT.t•F) INT. 95-3/4 37-11/270.0 80.0 90.0 90.0 100.0 12QA 90.0 90A 100.0 120.0 70A 80.0 1COA 1200. W 38-5/8 - - 90.0 90.0 100.0 1200 1 90.0 900 100.0 1 120.0 70.0 1 BOA 100.0 120.0 9 \ NOTE: $ p LOWEST VALUE SELECTED FROM OPTION WILL APPLY. FID!$$$ LOCK OPTION i &2 a� FRAME WIDTH $ DOORS 1, . . , DEffi(IN LOAD CAPACITY-PSF GLASS AND BAADWARE OPTIONS) •'a�[ jjj�/ • GLUS TYPES HINGES LOCKS • / c •\\ FRw HEtr�tT madE 6707F1 'A' & 'D' 'C' &'E' 'F' OPTION '1' OPTION'2' KO..P"ON 'I' OPTION 12' _ • • /% \ •INCHES• WCNFs - EXT.(+) Wi.(-) Exr.(+) INT.(-) EXT.(+) TINT.(-) E1If.(+) W.(-) WT.(-) EXT.(+) INT.(-) •:• • %t •fr s�3 J� 11-3/4 70.0 BO.o 90.o so.0 90.0 90.o so.o soA 80.0 90.0 90A• • 90.0 80.0 90.0 90.0 90.0 80.0 90.0 s0.o 80.0 --- 76 Sao $ ••• • \ • S/ LOCKING HARDWARE: ' •\ • oboe** � T9ATFI2 INITIL-TReTION tIMITATIONS •• • 0 /i 00000 • OPTION 81' ACTIVE LEAFe WHERE WATER INFILTRATION RESISTANCE IS REQUIRED U ,t • THREE PIECE ALUM BUTT HINGE BY'F,S.WINDOWS' LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS •• •• L 1•&2 •••• (3) HINGES PER LEAF AT 11'FROM TOP&BOTTOMOPTION is STD.SILLn +70.0 PSF(X&%%DOORS) el • • • AND AT MIDSPAN SURFACE MOUNT DEAD BOLT LOCK 13Y'YALE' HI- SRl-+90.0 PSF(XX DOORS) • • • • •••• FASTENED TO DOOR FRAME AND LEAF WITH AT 45'FROM BOTTOM,KEY OPERATED ON +100.0 PSF(X DOORS) o �_ ••• •• QQ (6) X 1'FH SMS FA�STENNED 70 THM ACIWE LEAF LOCK STILE � p�M p•Q • • • •••••• (6)SCREWS AT FRAME.(5)SCREWS AT LEAF pIQ ••• 060 •• •• ••i••• (2) 1/4-28 X 2-1/2'ON MS Z ib • . • . DffiON 42, LEVER TYPE METALLIC HANDLE AT 37'FROM 2000 $Z -- BOTTOM,FASTENED TO ACTIVE LEAF LOCK STILE 32 • • • e •• FACE MOUNT 2 WINO PIVOT ASE. BY AST AL ACCESSORIES' 1•tJilA • • • • WITH EXTRUDED/V.UMINUM BLASE.DIE CASE ALUMINUM WITH(z).g8-sz x t-3/a'PH Ms. .� *00 •• •••• • COVER PLATES,ST.STEEL PIVOTS AND QA1.V.STEEL • • • BRUSHES AND SCREWS CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' •••• (2)HINGES PER LEAF AT 12'FROM TOP&BOTTOM MANUALLY OPERATED LEVERS MOUNTED ON STILE • S[L1• FitTtt-RiBF�i. F "HINGES DOOR FRAME AND LEAF WITH FACE,LOCATED AT 12'FROM TRW AND BOTTOM 5/16-24 X 1'FH MS(2)PER WING FASTENED TO LOCK STILE WITH 13 X 3/4'FH SMS(2)SCREWS PER BOLT D.L. GPENINGS: OPTION 62 D.L.O. HEIGHT = LEAF HEIGHT - 8.1875" (STD. SOT.RAIL) 3 POWs LOCK SYSTEM SY T4nMLoCK'AT 39' g p D.L.O. HEIGHT - LEAF HEIGHT - 11.9375'(HI RISE BOT. RAIL) FROM BOTTOM S R HANDLE ACTIVATES DEAD 8017 AND SHOOT BOLTSERSY�pI D.L.O.WIDTH - LEAF WIDTH - 8.625' ENCASING AT HEAD AND SILL eabNDtYlnt 601910 tAe KEY OPERATED ON EXTERIOR AND THUMS TURN ON �F WIDTHS: INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH L Mtt -O Jl•� tl!$ 191 1 FRAME WIDTH LEAF WIDTH DAYLITE OPO. (2)0-32 X 2'OH MSI�4Gy 31-1/2' 28-11/76' 20-1/18' 99I N1�1FF cuq - 0 37-1/2' 34-11/16` 28-1/16• INACTIVE ec(FOR USE WITH OPTIONS 1 &2) 39-5/8' 38-13/18' 28-3/16' NOTE: CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOC.' u u x- 59-3/4' 28-11/16' 20-1/16 DOOR WIDTH AND HEIGHT MUST MANUALLY OPERATED LEVERS MOUNTED ON COMPLY WITH EGRESS REQUIREMENTS IN>�E FACE OF LEAF ST9 E LOCATED AT 71-3/4' 34-11/10• 26-1/16• PER FBC WHERE REQUIRED. la'FROM TOP AND EXTROM ENM q 76' 36-13/16' 28-3/16' FASTTO LOCK STILE W M JAYAO B8 X 3/4'FH SMS(2)PER BOLT F1A. CIVIL PE 90=2 CA. K.DAyUFE OM K. STANDARD w-PROFlLE NOTE: Ni FPAME HEIGHT LEAF HEIGHT BOTTOM RAIL t10TfOM RAIL GLASS CAPACITIES ON THIS SHEET ARE -1/2' 71-13/1V 68-1/18' BASED ON ASTM E1300-09 (3 SEC. GUSTS) "W�04-51 95-3/4' 93-v0.• ss-1/1s• 61-5/f 6' AND FLORIDA BUILDING COMMISSION DECLARATORY.STATEMENT DCA05-DEC-219 �cr STATIONARY PANEL (0) OR SIDELITES FRAtAE-YADTH--.- -. _ - A Dg4IGN WAD CAPACITY-PSB MARTYM FRAME HEIGHT FRAME WIDTH 'A' VW 'C' 'g � WATER INFILTRATION Mtq'ATIONS• o FL/N. 9ip1ES EXT. +) DR.(-) EXT.(+ INT.(-) EXr.(+) INT. z O 33 70.0 80.0 90 E E MR EXTERIOR LOADS FOR AWHERE WATER W&TRATION LL RESISTANCE AS FOLLOWS' I A 80A 90A 90A e-361 70A BOA 67A $7.0 87.0 87.0 SHI-TD.SRI.L +70.0+80.PSF 00 PSF 6/10-1/2 BOA 80.3 80.3 803 OSE SILL= 42 70.0 74.6 74.6 74.8 74.6 74.6 �3 33 70.0 80.0 90.0 904 90.0 9MO 1 Boo 2.000 �. e 7/0 36 70.0 60.0 87.0 87A 87.0 87.0 39 704 80.0 80.3 80. 80.3 3 80.0 JL Q�pOH (0) J7 8/0 33 70.0 87.6 87.6 90.0 90.0_ STD. SILL 11L-RISB SILL (�3 38 .0 80.0 87.0 87.0 87.0 87.0 O yj�a7 D.L. OPENINGS: Z OJ D.L.O. HEIGHT = LEAF HEIGHT - 8.1875' (STD. BOT. RAIL) D.L.O. HCGH;tot�HEIGHT - 11.9375'(HI RISE BOT. RAIL) • :D.L.O.WIDV"BANEL WIDTIA- UQPO' •••••• •• 3/160H.S.GLASS •••••• 3/16'H.B.GLASS 1/8'H.S.GLASS 1/8'H.S.GLASS ••• •• 4L89th drntedayer •• •• .090'Intenoyer 090'Irdertayer 09p"foyer �i SmtyOlp • Butodte FNB io-owae PtrB 8utaoRe FVB •• •• •!M'ditroroy A-14pol"•• By•Kuroray America.Inc.' 8Y•Kuroroy America,Inc.' By'Kuroray America,Irw.' U ••• •• 3/•18'H.S.GLIA•• 3/16'H.S.GLASS 1/tY'H.S.GLASS 5/32'H.S. GLASS • • • • SILICON • SILICONE SILICONE •• •: I DOW COI•�9: �r DOW CORNING 795 DOW CORNING 78b Ly DOW CORNING 795 O M m 18 Q e'1 •�• ••� •••••• \4 \`� P z3� t3 r3 31 eo • b • e• m � I N � I a I 1 •i• •• • •• uj Vt 1 Ld 3 r o GLASS TYPE 'A' GLASS TYPE IS, GLASS TYPE 'C' GLASS TYPE 'D' ►NODI1Ct4EVL1� o e �w18tU9Plod8t 2 1/8'HS.GLASS .__'_ 1/4'H.S.GLASS Aa4pnd6lLM Q 58 080'Intefter080'Interlayer & 8yn4KurarI America,Inc.' By'Kuraray Americo.lnc' - 1/8'H.S.GLASS 1/8'H.006 S.CLASS O h q q SILICONE SILICONE o o d 0061 CORNING 795 �u DOW CORNING 795 31 Engn AM AHMAD g FLA.PE 70592 331 1 jg NOTE. GLASS $ � GLASS CAPACITIES ON THIS SHEET ARE G STYPE B' GLASS TYPE 'IN BASED ON ASTM E1300-09 (3 SEC. GUSTS) AU 2U�5 drawing no. AND FLORIDA NG �- ON GLAZING OPTIONS DECLARATORY STATE ENT WA05-DEC-219 W04-51 sheet lot 7 OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH MULLION DEMON LOAD CAPACITY-PSI+ DOOR TO 9mETATR To SMELITE MULLION SIDT10:T1'E mm J L EF L J L H J Sf0E13TE w8T1H FRANC HEIGHT UNREDHFORCED REDEFO RRD�'ORCED /I r• /?r ii % %r /!, l •%,• F INCHES FT•/w• EXT.t F /� it/f ( )/OIL(-) EM.(t)/WT.(-} EXL(+)/INT.(-) f r 24 80.0 80.0 90.0 \ E \ \ \ / $. 27 80.0 80.0 90.0 30 80.0 90.0 90.0 \ \ \ 33 8/10-1/2 80.0 80.D 90.0 D \,L-,,r 8 B O 80.0 80.0 8T.0 4�2 74.8 7w.O �OOR DOOR DOOR 4 8 74 B FRAME Sloan -scam FRAME Sloan FRAME SID Sloan FRAME SIDE U TE FRAME �dl WIDTH w@TH MOTH WIDTH MOTH WIDTH! w0)TF1 WIDTH WIDTH WIDTH WIDTH $ 24 80.0 80.0 m 27 80.0 80.0 90.0 oO (OXO> f�; (xox> III�QQg 30 • 007/0 60.0 80.0 90.0 33 • • 80.0 80.0 90.0 OVERALL FRAME WIDTH OVERALL FRAME WIDTH OVERALL FRAME WIDTH ••t• • 38 • •• -• wo• 80.0 87.0 A C A C A C �- • • 39 • .0 80.0 80.3 - •••• • T8 ••� 789 80.0 90.0 • 29 4.8 80.0 90.0 E F /0 \ J F • ••tR0•• 80.0 90.0 \ E •••• • 27 • .008/0 7.9 80.0 90.0 30 • • • BBD 80.0 90.0 6.4 • 33 • t• .4 78.9 90.0 ••• • 2ED, • •t(•1• 78.0 87.0 \ / \ / \ / w • • • • •••• 9 •000 • • ••• • --� G�'n 0:00 • SIDELTTE DOOR FRAME SIDETITE DOOR FRAME SI�LITE L.DIERITE SIDELITE DOOR FRAME • : • •• WIDTH WIDTH WIOTH WIDTH IWIDTH DELIT IDTHWIDTH WIDTH f Oxxo :Ar�ml3 v1 � •••• • UNRUNFDRCED9 • REINFORCED REWORDED ••f1&TO SIDELITE MULLION STOELIIE TO Sloan MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIOEUTE CAPACITIES SEE SHEET 2.1. PR�UCFR�1b c g FOR R VALUES E MULLION CAPACITY SEE CHART MULLION D LOWER YAIUES FROM QOORS, SIOELRE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 6fyi►WlrDae � �$ M� I1 B co" M SIOEI.RE WIDTH 39 8/w MAX. SIDEUTE WIDTH !SIDarrE WIDTH 39 5/8*MAX SINGLE(X)DDDR xtDTH SINGLE(X)I100R WIDTH Effgr.JAVAD '.Mao earl�� 0 72015 drawing no. 78•MAX W04-51 Dt UKE DOOR STH sheei2.2o1 7 TYPICAL ANCHORS SEE ELEVANONS EDGE DISC TYPICAL ANCHORS FOR SPACING 18Y AB�v SEE O.EYATIWVS wOOD BUCK W di 21 • •• o • • • N PLAM t$ s • APPED 0000 t$ • � •• •• • • 13 IN PL!&E 4 13g 33 got •• •• 0:000: • $ 34' T �� SD$J•�Y4 • • • •oboe PENETRATION ggg • 00600 000• • •• • • 9604, • 3t • 31 n • • • • O ••••• OPTIONAL g • • •• ••00• •• • •• rs 8V • • 0 • � • 00 M 0 p py • a m' M c o a ZM a 3Z�^ Ld� BA �MZ 31 3 a ze Rn- n PENETRATIONINTOSILLIN PLACE zt � ffi-rRoi�sDrroet en. d kc4 14 14 APPLICABLE TO STATIONARY Ci6lt4) AND OPERABLE UMTS • .°. �. 'o i.. :. •� •d .°t• . HI-RT3R 1?RAINR SILL Ener:3AVML t, • •° a _ •»•` ° a •. .. APPLICABLE To sranoNARY �'• g rci •'° '�•'°•'° TYPICAL ANCHORS AND OPERABLE UNITS CAN. TEE EL ANCHORS 3/18' 2' SEE ELEV.FOR SPACING 3/18'X 1-1/2' SEE ELEV.FOR SPACING SLOT WEfP 1/SILL AT SIOEUTES 2/SILL AT XX� 1/SILL AT X DOORS 2015 drowtng no. EDGE nLsr. EDGE W. W04-51 STATIONARY—UM= NITS- - sheat 3 of 7 EDGE DISC TYPICAL ANCHORS SEE ELEVATIONS- .. TYPICAL ANCHORS --- � FOR SPACING SEE ELEVATIONS .. ,.. FOR SPACING lid EDGE DIR,T. O METAL MINA—DADE COUNTY APPROVED STRUCTURE MULUON&MULLION ANCHORSSEE u EDGE DIST. LJO • • as ca 'a • • 0000 • •• �s �� •••••• • • • ��" WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS a • • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM q • •••••• • • • ANOHORS AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0000•• • • • • • • •••••• SEE ELEV.FOR SPACMC •i•••• foes •• •• TYPICAL ANCHORS: SEE ELEv.FoR sPACOG •• •• 0000 0000•• ' ' ••• •• • •••• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES s m **ego* • • 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) •••• �gg • • • • THRU f BY BUCKS INTO CONC. OR MASONRY g ui • • • ••:••• i-1/4' MIN. EMBED INTO CONCRETE (HEAD) •0• •• 0••••• 000000 1—t 4' MIN. EMBED 1 '0 CONC. OR MASONRY (JAMBS) V • • • • •• DIRECTLY INTO CONIC. OR MASONRY • • • • 1-1/4" MIN. EMBED INTO CONCRETE HEAD SILL • • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS) s M •00• p M 014 ^tJdS OR SELF DRILING SCREWS (GRADE 2 CRS) 8 O INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') z INTO METAL STRUCTURES o STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN, p INTO WOOD STRUCTURE = 1" MIN. $s INTO METAL STRUCTURE = 3/4" MIN. o WOOD AT HEAD OR JAMBS SO o OJZ MIN. R CONCRETE AT HEAD. SILL OR JAMBS Po - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm= 2000 PSI MIN. SEALANTS: o•a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE, rRowlcra tE :dA AD ARIM •W wkb*#M llsriln t 9 FIA.P&70592 1 �• CAN 8 �yOsN hL� drowing no. 2 7 201. W04-51 �%,U z u 1/4'IgA1(' #10 X 3/4'SMS O CONCEALED FLUSH SOUS ' ,. •' 2 O O 8'FROM ENDS AT 10'FROM EACH M 11 © CONCEALED FLUSH BOLTS &14.O.C.MAX WRH LEVERS ON SIRE FACE 12 AT 10"FROM EACH END 13 WITH LEVERS ON FACE 5 • 13 ACTRVE LEAF 1N-ACIVIR LBAF $ h :• • • n - 1 18 18 �Q •••.••; • t� (FLUSH SCUM AT ACITVE AND INACTIVE LEAFS 3 •• :.•- • MUSE BE ENGAGED DURING PERWDS 4I • • OF HURRICANE WARNING) y ..... . ..A . . .... 4 • • `� 2 21 • ••• •. .•• 17 7 LOM OPTION 11 •..•. • • •• oPc. D.L.OPG. •.• • ••.• ••SYDAJ}E•PANEL WIDTH LEAF WIDTH • • • •• �� • . • • OVERALL FRAME WIDTH • • EXTERIOR o m' TYPICAL ANCHlR7!•• HEFO o ING SEE ELEV. SEE SHEET 22.22 FOR CAPACITY ( OXXO FOR SPACING .44'X N X.88"X 1/8" ULL Z FLENGTH STL CHANNEL (STEEL TO UE PAINTED OR PLATED) 0 1n (�` a 10'F O FLUSH BEND 3 PONE LOCK SYSTEM 12 AT 10"FROM EACH END �M g WITH LEVERS ON INSIDE FACE 1N-ACTIVR LEAF Mtomirmvm •Mb du Floft Acrna LEAF TN-ACTIYB LBAF R�ff TB LOCK OPTIOM l4 aro: // $c PAUj2015 D y3} 92 a drawing no. W04-51 sheat Sof 7 L lol' �e�re M—tom iaa a inn ou BuuewpNNIG16 t NoudO Q 3 NO t N011dO X001 R $ € ( 0—X ) zesoL��rov z 9 ME o. 4 ovnxv avn�m�3 et ��fi,�A I id ,.. 4 _ _ BVfft BM1LLOP g$Qgi O z (�ryWHO'LS HLON313 Mi QL� ) a L .4/l X.99'X.z X.99• a� AUNdWO NO!Zz 133HS 33S 31113015 01 3LLI3OIs Wmimm NNOIIdo � ( 0-0 ) �FN� �O� z AMW H911 imado � �0 aro NMOHS L NOLLdO ( X ) • • • • 0000 •• ••• z H9 L NOI1d0 NOOI 2IOI2I�.LXZ • • • • •• • • • • n HLOIM 3W4H3 • • • • O •XVW.9/9^Sr 000:0• •• •• 0000•• g HIM 3Y31 •••••• • MLL6IIm *=dS WA • • .�1.' m =A^[ R75 B L Lt •�i'•0r>�.s0•0••• ••••••••• IVIM r•••••••••• •• rl"43S • •OdO 70 sON"a a E �M SHORM Pau st '.eo 0000 000000 • T ®r b 00 M •• • ir•• 0 • • •• ••• ••• :•••• AllV LL 9l L - Ban�llr 11 dual rt 8 aooei Ho . s � y z o © z � 30VdS xm..it "' Ael tNR m Hai U' Q► •1x13 335 SH6FRNIV Todd ITEM A neer 9 Q96APPIT1f ..D) 'ION ,asrr2tuL e16NF./SUPPLtee/92MAeffi �U 1 ES3�1-1 1 FRAME HEAD 6083-T8 - y 2 E&7001-2 2 DOOR FRAME JAMB 6063-T8 .� rmo 3 ES3002-1 1 FRAME SILL(STANDARD) 6083-75 - Z 3A E53025 1 FRAME SILL(HI-RISE) 6083-TS - eFTe 4 ES3003-1 AS REOD. SIDEUTE ADAPTER 6083-T8 5 053004 AS REM I SHEAR PLATE®ANCHOR LOCATIONS 8063-76 3°LONG 61 2/LEAF TOP AND BOTTOM RAIL 6063-75 - O 6A ES3024 2/LEAF HI-PROFILE BOTTOM RAIL 6083-76 7 ES3006-1 1/LEAF DOOR LEAF JAMB-HINGE SIDE 6063-T5 • •• 8 643007-1 1/LEAF DOOR LEAF- I=SIDE 6083-T6 - • • • 9 ES3007-2 t/LEAF DOOR LEAF-KEEPER SIDE 6003-T8 - yu • • •••• • •• 10 ES3008-1 AS REOD. SMELITE STILE 6063-T5 • • • • • 11 FB-1202-914 2/LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN&ASSOCIATES QQ ••• •• •:•••• • • 12 Fe-1202-914 2/LEAF I CONCEALED FLUSH BOLT STEEL SULLIVAN&ASSOCIATES 6 • • • • 13 ES3011 AS REDD. JAMB TRIM 6063-T5 OPTIONAL b • • ••••f• 14 ESM12 1 SILL COVER 6083-T6 000000 •••• •• •• 15 E93013 2/LEAF WEATHERSTRIP ADAPTER 6083-T5 • • • • ••••• •••• •••••• 78 !:£7014-1 4/PANEL PANEL CLAMP __ 8083-T6 - • 17 E53003-3 3/LEAF HINGE ASSEMBLY 83-T8 SEE SHEET 2 ***so •••••• •*see 60 • 17A - 2/LEAF PHOT HINGES - SEE SHEET 2 V 'j • • • • •••• 19 - - DOOR LOCK(SAVANNAH 2O1SL) - YALE ••• •• • • • •••••• 20 - DEAD BOLT LOCK(PREMIER) - YALE • 21 W22321NG AS REOD. FIN-SEAL PILE WSTRIPPING - ULTRAFAS •`• •• :•f••• •••••• 22 ES3020 AS REOD. BULB WEATHERSTRIPPING VINYL AT SIDEM PANELS U x • • • • •• 23 - 1/HINGE HINGE REINFORCING BAR ALUMINUM 1-1/4°X1/89(4-1/4°LONG ' u� • • • ••• •• •••• • • 24 - AS REfID. HINGE REINFORCING BAR ALUMINUM 1/8°THK.X 7-7/8° LONG • • 0000 f 25 - 2/LEAF 3/8°DIA,THREADED ROD W/NUTS 26 - AS REOD. FRAME ASSY.SCREWS - #10 PAN HEAD SMS 27 - AS READ. MULLION REINFORCING CHANNEL A36 STEEL - pp Z 28 ES4014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - f3 �Z ^ 29 ES4019 AS REOD. PANEL SIUODHE STOP NEOPRENE - PPIui ff o 30 - AS REOD. 3/8°DIA.X 1/8°HT.BUMPER SILICONE FRANK LOWE RUBBER CO. M 31 ES4013 AS READ. WEDGE GASKET EPOM OUROMETER 7313 SHORE A 32 EM22 2/STILE FLUSH BOLT BRACKET 6063-T3 33 - 2/BKT. BRACKET INSTALLAITON SCREWS #10 X 1°FH SMS 34 O/LON AS REOD. DOOR PANEL W STRIPPING - SCHLEGEL ��yy �swiam.Akala �g E� . l -oL 1.1b Er AwaLmm _ •� \ FLA. CAIN.3 drawing no. G 015 W04-51 6heet got � COW 2.,25 f, 1.778 �• ' 4.375, 1T 105-1 z.2soF 0.312 o7a I 0 WEDGE GASKET (SCALE 1-1) eae W-2.016 2.,25 01 (2 FRAME HEAD/JAMB 3.= qs .078 1 1- ®�85 I2.6743�• t .l09 • � t• •.• • . •. • 9/16"Dal I • f9 WEATHERsr P ADAPTER • 5• SHEAR PLATE STEEL PN • m 3.375 •. ••• t• t.t 0 � C� V. - ® IAR52 •.8000 2.000 ® I3.509• .t• u•• '�t JAMB TRIM (OPTIONAL) ®.9 • ••• • lzi 3PIECE HINGE (/!fit`rn'••.• 3© TOP/BOTTOM RAIL Seo�^ pa.z6ot Z$.� �z'i 2.67E .129 2.000 6 to g to .ole .395 © PANEL CLAMP 750 2 MULLION 3.390 lb ® REINF. CHANNEL .980 1.145 2.163 flglY(�p .490 078® SIDELITE ADAPTER 1.7501 .913 �A�ryrr - lll•Io �RR - 7 .094 563 I m $ $ 082 .476 .076 T 927 to SIDE LITE STILE II��--a'000 • a to SILL COYER a.s2s 7.290 7.7so @ FRAME SILL (STD.) g¢ 913 a,- ,'062,1 54 4.000 .094 .490 A VWwlm1.984I _ Fl1L Cl.590 2.aooCAN.M4 4.000----�I . dra ging no. 9,3 '750 4'0°° I G 7 2015 W04-51 Q7 STILE OO Oa LOCK STILE/KEEPER STILE HI-PROFILE BOTTOM RAIL ' FRAME SILL (HI-RISE) Sheet 6.lof 7 z i � 8 0000. 6 0000.. 0000. • . . 4 • FFIiME 70P coh;m!••• a •• •.• 0006 .• •• • ••• 6090 6660.• • 09• • 6606 0000•. . • • . • . 6606 •• •.• •• •• 00.• 00• U • • • •• � i •• •6• 6666 • • • • 0 �a 6666 a Ln STATIONARY PANEL OR DOOR LEAF CORNER SIDELRE CORNER ss 192 oil �nucrttty� Lw�f-oi11.1 / EnrAf" cra 7 201 drawing no. FRAME BOTTOM CORNER W04-51 -., ...-. 000,0_. ,. ^�IDEI ITE-ADAPTER 801TOM CORNER - aheal 7 of C_a r MAR 20�� MIAMI• MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT °`T Y AND CONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAIINISTRATION DIVISION T(78b)315 2390 F(186)315-2599 NOTICE OF ACCEPTANCE (NOA).. ivmv.mlamldad&zov/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 constructic�t 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"9500"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W10-25,titled"Series 9500 Aluminum Fixed Wdw.(L.M.I.)", sheets 1 through 9 of 9,dated 04/20/10,with revision C dated 08/01/14,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, 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 tiled and there has been no change in the applicable building code negatively affecting the performance of this product. I 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed fit advertising literature. If any portion of the NOA'is displayed,then it shall be done in its entirety. INSPECTION: A copy oI jft.gnVre,N9A:h4Il b e provided to-the user by the manuf#9'W, or its distributors and shall be aviilable i$r b*c;tipn;it jhq job site at the request of the Building Official. This NOA revises and renetva NtM.1*-03z0.113tndlqpnsists of this page 1 and evidence pages E-1 and E-2,as well as approval dauomenl men4ionel ab'ov'e. -The submitted documentation was reviewed by Manuel Perez,P.E. . . • f • • • NOA No.14-0820.14 I kit ColJN7Y •• .' :' :.. '.' Expiration Date: October 28,2019 Approval Date: March 055,2015 page'1 • •• •• • • • •• •• ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �j A. DRAWINGS F 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-25, titled"Series 9500 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 04/20/10, prepared by Al-Farooq Corporation, with revision;C dated 08/01/14,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 along with marked-up drawings and installation diagram of an aluminum fixed window, both prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6129,dated 03/10/10, and FTL-5991, dated 10/02/09,;both signed and sealed by Jorge A. Causo,P.E. (Subinitted wider NOA No. 09-0623.01) 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 Telt,FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report•No'j,'. FTL-5546,dated 01/09/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted wo der NOA No. 09-0623.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a` Edition(2014)dated July 30,2014,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09. • 00 0 .. . .. . . . . ... . . . .. .... ..• .. . . .. Manuil Pe ez, .E. • •.• •" 000 060Product Control Ea her ••� : '. NOA No.14-0820.14 ••• : •.• :• :0 '.' Expiration Date: October 28,2019 Approval Date: March 05,2015 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25111,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5"'Edition(2014),and of no financial interest,dated July 30,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No.FTL-6129,dated 03/10/10,and FTL-5991,dated 10/02/09,both issued by Fenestration Testing Laboratory, Inc.,both signed and sealed by Jorge A.Causo,P.E. (Submitted tinder NOA No. 09-0623,01) 3. Laboratory compliance letter for Test Report No.FTL-5546,issued by Fenestration Testing Laboratory,Inc.,dated 01/09/09,signed and sealed by Michael R.Wenzel, P.E. (Submitted under NOA No. 09-0623.01) G. OTHERS 1. Notice of Acceptance No. 12-0320.11, issued to ES Windows LLC for their Series "9500" Aluminum Fixed Window - L.M.I., approved on 09/13/12 and expiring on 10/28/14. .. ... . . . . . .. .. ... .. . . . .. Manue Per . • ••• "' Product Control Eami r . . .. . . . . . .. • NOA No.14-0 0.14 'r//Y'�I •• %• •.• :' :.. 0 Expiration Date: October 28,2019 Approval Date: March 05,2015 E-2 FALSE LVWM... Vmem Tlm VYMOOV7 Wm G6E3 a -- D o � 8 II f I I 1 1 C =--u-------- D i ANCHOR TYPES • 0 0 0' II i --4.3'OR4 AT EACH a46 f • 0000 • •• it./ / ••• AT 3'O.C. : 0000•• • • f 11��. _ ��• SEE MEET 2 FOR CAPAMIY ' 11�/ •�� • 0000 • • •' • • 0000 }� • • 000900• I I U •ti• •09 6 •000•• W 0 ••0• • •••• (1 ••000• • • • • • • •••• _==aF______ Z • goo: ---- 11 • • 0000•• • •0•• 00000 0000040 II {.jM� a i ' THESE WS AR RATED FCD L fft is SMALL MISSILE IMPACT. ° B B z[ • •• ARfi iWT•REQUUB D. • • . . . . . �2 '00000 1�.. �' 1 1 1/ &Q.9 4•MAX. ; 4'MAX. ---• y SERIES 9500 ALUMINUM FIXED WINDOWS CORNERS H \ HEAD/Sal DESIGN LOAD CAPACITY FOR THESE WINDOWS TO BE AS PER CHARTS ANCHOR TYPES A,B.OR C ', CORNERS If AWHOR TYPES A.II,OR C SHOWN ON SET 2. 4.5 OR 6 AT EACH JAMB_ i ��_4.5 OR 6 AT EACH JAMB SEE GLASS LOAD CAPACITY CHART FOR DESIGN LOAD CAPACITY OF AT 3'O.C. - AT r O.C. DESIRED GLASS SIZE. SEE SHEET 2 FOR CAPACITY TYPICAL ELEVATIONS SEE SHEET 2 FOR CAPACITY o e EttUIRED ANCHORSEE LOAD EACH CORNER CHART FOR NUMBER OF ANCHORS c g$ oRk1' LOWER DESIGN tOENTIREPRI RTS FROM GLASS OR ANCHOR CHAWILL APPLY SYSTEX CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. DAYLITE OPENINGS: > D.L.O. HEIGHT - WINDOW MIGHT - 5.0' THISD.L.O. WIDTH - WINDOW VADTH - 5.0' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o_ REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY p Ad IOtRRICANE ZONE(HM)' LAMINATED GLASS WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER INSUL. LAM. GLASS LOADS TO THE STRUCTURE GE MISSILE IMPACT ANCHOR SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS LARo EMEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 11 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAINS ARE WINDOWS WITH GLASS TYPES `A' do 'B' COMPLIES FIA PE PRODUGTRBVISBe 16 NOT PART OF TMS APPROVAL WITH REQUIREMENTS OF ANSI 297.1. CAU Buu as wmpl�a�with�17 f¢ A LOAD DURATION INCREASE 6 USED IN DESIGN of ANCHORS INTO v100D ONLY. ALL SHIMS TO BE HIGH IMPACT.NON-METALLIC AND NON-COMPRESSIBLE no. MATERIALS INCLUDING BUT NOT LIMITED TOS METAL SCREWS.THAT F4015 ml droxdng Pr«r1el�rcl tf rowns COME INTO WITH OTHER DISSIMILAR MA SHALL MEET THE IKQUIREME 0 THE FUXM BUILDING CODE ah�t T of GIA88 LOAD CAPACITY-PSF W.WIDTH W.WIDTH W.WIDTH ANCHORS LOAD CAPACITY-PSF GLASS TYPE` - - GLASS TYPO `_ - `..•_.... --'. ..•^. mss",. - ANCHOR TYPP9 - -ANCHOR n7a 1� WINDOW DIALS. A 'H 'AI'&'B1' -_ 'A•.'B'&'C' 'AI'&'BI• TfBNDOW DIMS. 4 ANC IR 8 ANMOR9 8 ANCRORS 2 ANCHORS 9 ANCHOR 4 AMON # WIDTH LENGTH FXL(+)/IRL(-) + .(-) FXF.(+)JPA.(^)2m 9" St S S) S) S) ) 'Z 6' &oxo , �D , WIDTH LENGTH W.(+� INCL'(+� �(+) �'`') W.l+l ��+) F 654 120.0 904 120.0 120.0 120.0 114.9 120.0 120.0 48' 90. 65.0 120.0 800 38' �tlO.03 120.0 1200 1029 1204 1204 it55 85.0 120.0 90.0 42' w94 120.0 1204 934 1204 1204 60" 65.0 120.0 90.0 48' 82.0 120.0 12DA 85.2 1204 120.0 r 30" IRL0 12MO 90.0 SEE CHART AT RIGHT FOR NUMBER OF ANCHORS REQUIRED 54' 730 110.0 120.0 78.4 117.6 1240 (� 36" 65.0 120.0 80,p AT EACH CORNER OF THESE SHAPES. W 8&0 S&O 120.0 n0. to" 120.0 Q' 42' w65.0 120.0 90.0 30" 12&0 120.0 12&O 10&1 120.0 120.0 48. 854 120.0 SD.O ADD 1W0 ANCHORS AT IOD HOW 38' 1034 1204 120.0 94.5 120.0 12" �4D OF ALL CURVED FRAMES 42' 884 120.0 120.0 852 120.0 120.0 54' 65.0 120.0 ODA W.WIDTH W.WIDTH W.WIDTH 98' k �. • • 85,0 1204 804 �--y 48' 770 118.0 920.0 77.8 118.3 1204 ��y1 • 3� •••• 65.0 s .0 900 I _ I _ 54 69.0 103.0 120.0 71.2 106.0 12DA Rio •�� 85.0 • • 12RO 90.0 r , I _. 60` 82.0 934 1204 652 97.7 120.0 42' a01'•0 • 65.0 1 A 90.0 J9' 11&0 1204 120.0 980 12&0 120.0 • ••,� • s 8&0 • 12RA 90.0 38" 974 120.0 1240 87.3 120.0 120.0 54' > 85.0 • • 0 904 i 42' 1w 834 120.0 120.0 7&4 117.6 120.0_ <I 8&0 0 90.0 48" 734 108.0 12&0 71.2 1069 120.0 ' ••a ••• 54' WA 974 120.0 85.2 97.7 120.0 FV q{ 3•6• • • 8&0 • •120.0 804 � 7K • 4Z' tw•• 65.0 ••4tao 90.0 30" 110.0 1204 12DA 91.8 12&0 12MO ••4e' • 85.0 ••s 520.0 90.0FF 36" 1w 92.0 120.0 12&0 81.2 120.0 120.0 V • 39' 0 6&0 �.0 90.0 42" 7&0 11&0 120.0 72.8 10&9 120.0 SEE CHART AT RIGHT FOR NUMBER OF ANCHORS REQUIRED • ••i" 114 S&O 120.0 90.0 AT EACH CIRCULAR OR SQUARE CORNER JOINT. 48' 69.0 10&0 120.0 65.8 9&8 120.0 42' i 8&0 9D,0 USE(2)ADDL.ANCHORS AT MID POINT OF CIRCULAR FRAMES. 30' 104.0 12MO 120.0 88.2 120.0 120.0 .- •: ••41. s• • 65.0 ••••419&0 900 38" 114' 87.0 12&0 120.0 789 113.7 120.0 30` S&O 120.0 SOA 42' 74.0 112.0 120.0 97.7 101.8 120.0 y LLJ_ •• ••s •p�• 65.0 • • 110.0 90.0 WINDOW WIDM WINDOW WIDTH 411` �.0 81L0 1204 BS.1 91.7 120.0 E 42' • 65.0 1 90.0 30 994 120.0 120.0 81.2 120.0 120.0 Vl _ 48" ••• 65.0 120.0 904 �7'� 38' 120• 82.0 120.0 120.0 71.2. 108.6 120.0 Ld m __ - 42" 71.0 10&0 120.0 83.3 9&0 12MO O 48" 62.0 9&0 120.0 57.1 85.0 114.1 s I I ALTERNATE ANCHORING AT CIRCULAR SHAPES $ j USE ANCHORS AT 4'FROM EACH END AND I6` O.C. MAX. `d J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIAOIAR CAN BE - VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. .NQ1Ei � Ail WIDTH AND LENGM DIMENSIONS CAN BE ORMAITE0 $ VERTICALLY OR HORIZONTALLY AS SHOWN AIIOVE TF- GOLASS CAPACITIES ON THIS SHEET ARE NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS). o SEE GLASS LOAD CAPACITY CHART FOR DESIGN LOAD CAPACITY OF 4MM AHM PRODUCTREVISBO DESIRED GLASS SIZE. yu Or >�2 ascompi �8withdoMorids 3838 Ba{Idh� Code SEE ANCHOR LOAD CAPACITY CHART FOR NUMBER OF ANCHORS Accaptmca No Q'!� 4 REQUIRED AT EACH CORNER. Bzpinttton Onto LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. By Q Mi i e P-Wct Castrol drawing 90'� no. )d,.A V6 W10-25 sheat 2 of g z � 1/4•HEAT SRtEWD GLASS 1/4'HEAT STREWD GLASS 6 ASO•Intert DuPont Butte o PVB 'wont Se t�rydae A a iX7 h tj4'HEAT STRETI'D GLASS 1/4'HEAT SHiEN'D GLASS yY Q • • � ••••• 12 I t ••14 12 - I 14 � • .••• • t w Ij h • ••te • •••• •• • 8 f3 r� t8 13 E • • • • • 1-� •.•• • t• 18•••••• 18 w .••• • G GLASS TYPE 'B' U 9 •••••• t ••.t • •S/18�"CN��t�11'y°�'^""GLASS s/te•aVERAtI.tAMWATEo GtAss � �K •• •.• •• •• •••• Q� QOM d • • • 10'TE11P.� 1/4'TEMP.GLASS �i3 Z • • 1/2'�R S�A • 1/2'AIR SPACE W Z li •• ••• 0000 1/4•HEAT SPM D GLASS 1/4'HEAT STREN'D MAW i3 to qa •••• .090nont B autufte w6 .090' InSmayerlas taj g —� 1/4'HEAT SHREWD GLASS 1/4'HEAT S1REN'D GLASS yy�� ggC L 2! I 1 14 14 W j 1 1 io RLT5 j I _ go 18 t3 CoAe a r� ly 18 GLASS TYPE 'A1' GLASS TYPE 'Bl' 1/8" AIR SPACE CONSISTING OF: 1-8/18'OVERALL RML.LAM.GLASS 1-8/18'OVERALL MULL LAM.GLASS SPACER: En-- NMm PRomcrRHVISeDCIVIL o ,I ALUMINUM LOW PROFILE SPACER AROUND % Togs2uRdwith�ltapimida GLAZING OPTIONS THE PERIMETER OF THE GLASS. Aero E' OB2o•J4 PPoMARY SEALANT: 'ratbn Date !q 8 j SILICONE p 8 By V B 2�1� tNlwni product Irol;:r drawing no. � W10-25 street of 9 TYPICAL ANCHORS TYPICAL ANCHORS: SEE ELEV.FOR SPACm c- flew r-'. .:,--..:.-, SEE an T_.. klgA�—f _. - --. io, WOOD 0= FOR SPACUttt —d�D FYI 57 NS)DIA HRT KYTIfc CDN D ttY'HRTY(Fy 163 KSM 1 d 213Y WOOD BUCKS OR WOOD STRUCTURES .*= 1BY Wm--BLV-S INTO CONCRETE WITH i-1 4'MIN.EMBED INTO CONCRETEDIRECTLY INTO CONCRETE WITH 1-1/4'MN, EKED INTO CONC. ® I �o t CONCRETE AND MASONRY 4 2-1/2'MN. — — Q ro M INTO WOOD STRUCTURE o 1'MIN. ww rjVp p• 1/a'DlA HILTI KWIK CDN II BY'HR7I' (FU-163 KSL FY-167 KSI) n fz i ` 14 6 METAL TYPICAL ANCHORS THRU 1BY WOOD BUCKS INTO MASONRY BLOCK/ tZ STRUCTURES SEE ELEV. I DIRECTLY INTO MASONRY BLOCK • • i ! FOR SPACING WITH 1-1/4'MN. EMBED INTO BLOCK • • • I I • I ANCHOR EDGE DISTANCES • • •• • _u ! • • �INTO MASONRY BLOCK ..2-1/2'MIN. •••• • • • • • INTO WOOD STFRICTURE`1`MN. •••• • • • i • rTYPE•B•- /t6'DIA Ln 7TtAGbN BY (Fu-177 161,FY-166 KSI) J • • •• INTO 26Y WOOD BUCKS OR WOOD STRUCTURES d • • F- ! ! � WITH 1-3/8'MN. PENETRATION INTO W000 • •• • •• • ; • •• THRU 10Y WOOD BUCKS INTO CONCRETE V • • •• • •• • • •• WITH 1-1/4'MN. EMBED RQfO CONCRETE • • I DIRECTLY INTO CONCRETE U •• • • i • • ••• •• i • 1YPICAL ANCHORS I WITH 1-1/4'MIN.EMBED INTO CONC. � -IRK � • • • • • 1BY SEE Em. pp • • p WOOD BUCKS FOR SPAAINO ANCHOR EODE DISTANCES M • ...! INTO CONCRETE AND MASONRY a 2-1/2'MN. Q M G . .a..• 4.. INTO WOOD STRUCTURE m 1'MN.(1/4 ANCHORS) i • • •�y •• • I • •• _�-• L _ INTO WOOD STRUCTURE_t-1/4"MIN.(5/18'ANCHORS) Z o 00 i • • :�•:"�. 1, 71 [-TYPE'B7'—.(I/18'DIA ULTRACDN Rr'ELCD' (Fu-177 KSI, 2 • 0000 •• • j • 1 ( Fy-ISS KSI) u"�- • • i DIRECTLTHRU YINTODBUCKS INTO MASOFIRY BLpgCMASONRY DOCK ••s• 6 I I WITH 1-3/4'MON.EMBED INTO GROUT FILLED BLOCK tO I I ® \ I ANCHOR EDGE DISTANCES ! M INTO FILED BLOCK o 2-1/2'MN. i ALTERNATE 1 1 INTO WOOD STRUCTURE n 1. MIN ! ALT. FRAME HEAD CAN HE USED AT g TYPE'C'- 1/aD1A.TEKS DR SAF DRILLING SCREYlS ST/ST (MVE 6 CRS) N , ALL ANCHORING CONDITIONS. INTO METAL STRUCTURES $ R • i i 1/4"ELOD OX-FLEX STEEL: 12 GA, MN. (Fy-36 KSI MN.) y -- i i e (a)AT EACH JAMB ALUMINUM : 1/9'TFIK.MIN.(6D63-76 MIN.) 4 ! 1 I WEEP HOLES: EEL(STIN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES i ! Wt 3/8"WEEP HOLES INTO METAL STRUCTURE- 1/2'MIN. • OB (1 AT3" FROM EACH END L. —._.-- _ ....._.—• _ _ 99 to (2�AT EACH MULLION AT 3" FROM MULLION CENTERLINE WOOD AT HEAD,SRL OR JAMBS SG=0.65 Mw. <o 0 CONCRETE AT AT HEAD,SILL OR JAMBS I'o a 3000 PSI MN. SEALANTS: C-110 HOI.OW/FILLED BLOCK AT JAMBS I m - 2000 PSI MN. o ALL FRAME CORNERS,JOINTS, MULLION SEAMS AND PERIMETER OF Fny. 6 n Cra PRODUCTREWSHD GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. FIA.PC#70392 as complying wn iho FlmMa OAK BWldMg Coda w1 •' WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WOW. Acccptanne No t7�20.I�I!� I MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ion Data ti TRANSFER THEM TO THE BUILDING STRUCTURE. By m' ••�. 0 Mi®W PromctCoatrol,,, dlotving no. ' ACINO ; i.J W 10-25 LAMINATED GLASS en6•t o1 ANCHORS - - toy .- ,..�� SFE ELEV � ._ 1YPM ANCHORS illy r � wO� Felt iirm SEE Et". wood==I FOR SPACOO d FOR SPAMG •u• h 1A M M O $ J 1 I 1 ALTERNATE 1214 a ALT. FRAME HEAD CAN BE USED AT TYP@CAI.ANGORS ALL ANCHORING CONDITIONS.SEE e • • 1 ! i FOR SPACING • • • i i METAL • • SODS I •I ` • SNIIICTIIRES� • 0000 • • i •i i 0 � F • • • • _ • 0000 •••• I , • 5 • 16:00 •0000 • • g W • TM •V� 0000 • ; • 0 \ •� _ ••0••• I I ma pp w o • QQ ,3 U, • • • •• ••• I •1 � 0 • $'La M _ • • ed 00 L3 • Og� • • it N0400 F i it • ii lop ii i i i 1 W UW DRIL-r - - t I I 8 (4).FJICH JAI,C H i i i • B 15 INSUL. LAM. GLASS m u _ 6 n `DCVII PRODUCI'ttEViSBD o •' FIA i 792 recamPtY�B tvtth ate Florida 1 Wt 3538 laAcctp a mm o�4.01�2�3. 1g3 '. ••:. 1'. • .Y 8%pGt3ti�1 Date lypHCgL •:•• •'.o"• ,." 2��5 M�Imtti�adeP 1 I�'' droving tro. W10-25 ehaet of g © Z ,BY ° WDDD BUCKS = •• ••• '.,i •• D EXTERIOR 9 ,%`,�;, •' • D.L.OPO. .%=r •,,. • 3/�'MQJ. •!»RI•�3/8'NIR. • ,"MAX. FRAME FADTH 0 • • • GAP 06.80 0900 0000•• • • 068•• • ••6• ? JW y, 68.0.0 • • J • • • • 0000 _ •6•••e z e, 6:9090 • ZW � .. .. o. Q IYPICAL TYPICAL At.�CHORS 7S Z • vrooD eu�C • D : • • ROLE PLUG 0 SSACNQ TYPICAL M SEE ELtY. m 040000 ••• • • FOR SPAgN@ FOR SPACA70 1�-'. � �i TYPICAL ANCH — �.1'• SEE EFOR SPAMEW.28Y WOOD 0 $ $ •<, .�� s S 3/8'MAX. ..� .S 5 1 /4,MAX. ^r' St♦D!S .a:t- SHDA c s m u LAMINATED GLASS 3/8'EfAX FRMIE WIDTH 3/8'MAX. o �C atom I SHBd3 SHIMSFLA. C PE/AHM 70592 osRpwUhUxPlorlds n Com• BuRdinsCode A¢aepmncallo/4.08X.14. y ItatiwtDate F 6 015 By adoPtodSc u. drawing no. .J W10-25 WOOD WW 18 • 1 ii { t .._.. _. .._._................. ....... — a � • J i M EXTERIOR I8 • • "� • • DA.OPO. t::4 ' •• ••• �Y • • • • WDO WWiViO m ^ yy� DEPDI a /9'TAN. 31 MM. •• ••• •Q"WJL i • FRAME WIDTH s r - t•►lAx. {� 0 0.0 0• 9AP • *96009 •0000• 860009••••• ppp �i • 00• 0••• 00000 • 0000 0000•• • • 0000•• • • • • • • 0000 p9pp 000.0• +'T • • • DO AT O�PNGS. TYPICAL ANCHORLdS ••••••WOOD_,}� • • •••••• HOdE Putti FOR So {77g» 49; z M • 0000 ••• '• •• �� t g G TYPICAL ANCHORS{ •. — — — .•i°.;. �a FOR SPJupNO " MUAL 7f g0 k IFA 2HY STRUCTURE C Wm g<m� s/0*' F "7DiH 3�8�WX INSUL. LAM. GLASS slatiss saga mom0 anPRODUCF RRVtSW 1 FIA. 79892 av campiyingui@Uto FWrlda g� y g Accep�lan a No!�'�B'�•1Q S � rti 5 TJgto �otq Mieail PmdnM �:- drawing no. / 9205 W10-25 sheat 7 of g 4.970 ram No. PART NBMBtLR QUANTITY vzscmTtox MA19YM }1ANF./BUFF - - LL. _8'000-:. ....... ....:... •.:..: _.,,,,.- ..A, E59808 AS 1W0D.. -HIM(LAM.GLASS) 8993-T8-. v., 1.1 Emil AS READ. ALL FRAME HEAD(IAM.MASS) 8983-78 _ 4Y .� 2 mm AS mm FRAME SILL(CALL GLASS) 8083-18 - Z $ .5115 .210 4 ES9804 AS NEW OIAZDIO STOP(IAN.GLASS) 6093-18 2�0 T�1P 2890 (-T() 8 EWW7WNW AS W'W MWEMUM JAMB/WfLImN(UW GLASS) 6083-TB = IS`1.1�-9-11 8 ES8802 AS tom. iRAME COKER 8083-18 8 WWI AS READ. SU FIASWHG 6063-T8 6 AS WXO &W rum 1.853 1A83 1.886 1.063 1 1122XX1 t' AS REQD. FRAME ASSLDABLY SMW ST/Gr P.H.SMS 12 27-432 AS REQ. WEEDGE GASKET EPON DUR01LEiFR 6938 SHORE A N 1 FRAME HEAD 1.1 ALT. FRAME HEAD 13 - AS READ. GLAZING COMPOUND SI1JDW DOW CORNNG 798 OR 983 1.983-�{ 2•KK1 14 27-434 AS REQ. TR9A GASKET _ EPOM DUROMEFER 6536 SHS A Q .210 18 AS READ. INIEimOR SPACER 1/4'X 1/4' PO.YUREOLW - 16 - AS READ. SE=Q BLOCK(IAM.GLASS) EPDM OtDt 100 78th SHORE A .090 P�• • -f 16A - AS REQD. SETTING BLOCK(B48 L LAM.GLASS) EPDM DURDMEIER 7815 SHORE A 2.840 1.968 17 - AS REM SIDE BLOCK EPDN OUROMETER 7818$HORE A �Ju • 14�R • •••• I 1A ES-9884 AS READ. RAME HEAD(Mtn.IAM.GLASS) 6083-76 - • • • 1.,A ES-9556 AS READ. ALL FRA6£HEAD(WSUL LAM.GLASS) 6083-18 - •••••• 444 2A ES-9551 AS READ. FRAME SILL(DiSUL IAM.GLASS) 6083-TB - =i •• •• . e•1�- •SAoo 1.083 E • _.-4.970 . • _�, 4A ES-9882 AS READ. GLAZING STOP(DML LAM.GLASS) 8083-75 - v I: • 2 FRAMt SILL ••*46411• 8A ES-9558 AS REW, FRAME JAUB/M WDX(MSUL LAM,GLASS) 6083-76 •• ••. •••• • 000 • •00 see* 00 iYP. W • •0000 070 e W • r•• • s tso e 5 FRAME JAMB •• 10 • .186 •.•e .826 • • .289 2Z m •• � A80 • • • •• 4.970 -5.000 � 85 e S.f • • • 1 .080 •• ••.. • • 1.118 TW. + N SILL!FLASHING 090 .210 TYP. 1 � e FRAME COVER zAK10 2600 'IYP. 1.624T1.524 1.311 1.878 1.613 1.893 1.813 0 fA t.tA FRAME HEAD ALT. FRAME HEAD GLAZING STOP 1.3Dt z.soo � 4 GLAZING STOP EC mE5 •354 1.878 1.693.090 5.000 1.816 i �(} � mm PRODUC7'RP.l75E0 FI � 3.925 200 1.000 1 T �J CAN..Cm as oau➢1Yint with the Plotlda .L L-So 185 090 a°��m„n°ot4.0820./4'� 3 " 'IYP. $ > .080 4.979 .204 1bm✓J'imnf f roduetConhol,:1 drawing no. 2015 AMA LER 7A FRAME SILL FRAME JAMB/MUWON eh9•t 8 of 9 ANGLE +�x 7�x� pg 1�v a 2+PEA;Nv 514S eZ "PER PER Ito x 1 r PH SHS $ i PER //22`` /10 X 1•FH SMS 21PER ARp.E�SIB 4 PER n 4' 1gG 3' 4�O . .. �1�,I . . •• GOOALUM SPLICE #10 US • 0000•• z'xt/a• 4 PER KATE • MrS 4 PLA •• ••• •• •• •• ��SPLICE • • • • 8/g•x 3/+0• #10 x r.SIS v 92 • ••• • •••••• 3 PER PLATE Y • ALUM SPLICE •0:0 0 • • 000000 2-X1/8' U� HEAD & HEAD AT ANGLE JOINT • • ••.• ••boo• #10 X 1/2'PH SMS • • •.•••• 2 PER PLATE • •• ••• • • 00 0 0•• • • i1.11R/irS x f/W •• rr W �o Z doe 0 Ui to AUJM SPLICE slar O /+0 x 1•FH SMS 'y. N 3 PER PLATE @ AW 1SPLICE (� C 010 X 1/2•PH SMS c§ 2 PER PLATE ids 33 810 x 1•FH SMS IF P' 2 PER PLATE g 4tPER 0 x tPLATE r PH SMS • S 2t ALUM SPLICE &<m v 1_1/2•x I)v 410X,V FH SMS ALUM g�PLICE F"4'`ate PRODUCT R6VISGD •� PLATE ALUM SPLICE a9 ounplyivS%vM the FImkb 11 SPLICE r X t/g' �r„A,N Q-792 BuildinM. &M CudaALUM d ro 1•X 1/g' AB={10 X 1/2•PH SMSB4 PER PLATE drawing no. 2015 W10-25 JAMB & HEAD AT ANGLE JOIM STRUCTURAL REVIEW APPROVED. DATE .. . . . . . ... .. . . . . .. . .. . ... . . . . .. . .. . .. . . . . ... .. . . ..• . ..• . . . . . . . . . . . . . . . . . . . . .. . . . .. see .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... MecaWind Pro v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaentercrises.com Date :1 4/8120 16 Project No. JobNo Company Name RK Architect Designed By Robert Kirchgessner Address 42 NE 96th Street Descript:.on Description City Miami Shores Customer Name LUNI USA, LLC State : FL Proj Location Miami Shores ?ile Location: E:\Reb`k Documents _ 2014-16\_RK Architect Design Prc ects 2014-15\Girerdoni Architect Work\42 NE 96 St-Miami Shores House\_42 NE 96th. St_ Wind Pressures_Meca_REV 4-9-16 .wnd Directional Procedure Simplifi iaphr Building (Ch 27 Part 2) Basic Wind Speed(V) = 175. 0 Structural Category II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 �� ^ Alpha = 9.50 Zg = 900.00 ft T/�Y At 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 V)CN Cc = 0.20 1 500.00 ft .,Epsilon 0.20 Zmin = 15.00 ft Pitch of Roof = 3.661017 12 Slope of Roof(Theta) - 16.97 Deg h: Mean Roof Ht = 15.50 ft Type of Roof = HIPPED RHt: Ridge Ht = 20.00 ft Eht: Eave Height = 11.00 ft OH: Roof Overhang at Eave= 2.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 54.00 ft Length of Hipped Ridge = 24.00 ft Roof Slope on Hip End = 30.14 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lam: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z)]^0.5 = 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon STRENGTH Design, with a Load Fac-or of 1 MEW Pressures for Wind Normal to 50 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.08 h: Height to top of Windward Wall = 11.00 ft ph: Net Pressure at top of wall (windward + leeward) = 63.83 psf 1 p0: Net Pressure at bottom of wall (windward + leeward) = 63.83 psf ps: Side wall pressure acting away from wall = .55 * ph = -34.98.psf pl: Leeward wall pressure acting away from wall = .37 * ph = -23.69 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 40.14 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 40.14 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 15.500 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 16.97 Deg ^ / Zone Load Casei Load Caae2 psf psf 1 -56.27~ 13.07 2 -41.66 -15.14 3 -62.76 .00 4 -55.97 .00 5 -45.89 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povh1: Overhang pressure for zone 1 = -42.20 psf Povh3: Overhang pressure for zone 3 = -47.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 9.80.psf Povh3: Overhang pressure for zone 3 .00 psf Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Bs Fy Fz Nx My NZ psf ft^2 Rip Kip Rip K-ft K-ft R-ft Roof Windward -56.27 1044 .00 -17.15 56.21 486.5 .0 .0 Roof Leeward -41.66 1044 .00 12.70 41.61 -360.2 .0 .0 Roof Windward -56.27 137 .00 -2.25 7.39 183.0 .0 .0 Roof Leeward -41.66 137 .00 1.67 5.47 -135.5 .0 .0 Roof End (0 to h/2) -62.76 20 0.65 .00 1.11 27.8 21.6 -16.1 Roof End (0 to h/2) -62.76 20 -0.65 .00 1.11 27.8 -21.6 16.1 Roof End (h/2 to h) -55.97 41 1.15 -0.00 1.98 35.4 29.3 -20.5 Roof End (h/2 to h) -55.97 41 -1.15 .00 1.98 35.4 -29.3 20.5 Roof End (h/2 to h) -55.97 22 0.63 .00 1.08 19.4 21.1 -11.3 Roof End (h/2 to h) -55.97 22 -0.63 .00 1.08 19.4 -21.1 11.3 Roof End (h to 2h) -45.89 162 3.73 -0.00 6.42 45.0 72.6 -26.1 Roof End (h to 2h) -45.89 162 -3.73 .00 6.42 45.0 -72.8 26.1 Roof End (h to 2h) -45.89 40 0.93 .00 1.61 11.2 31.2 -6.5 Roof End (h to 2h) -45.89 40 -0.93 .00 1.61 11.2 -31.2 6.5 Roof End (h to 2h) -45.89 23 0.52 0.00 0.90 -0.7 8.4 0.4 Roof End (h to 2h) -45.89 23 -0.52 .00 0.90 -0.7 -8.4 -0.4 Roof End (h to 2h) -45.89 4 0.10 .00 0.17 -0.1 3.3 0.1 Roof End (h to 2h) -45.89 4 -0.10 .00 0.17 -0.1 -3.3 -0.1 Roof End (>2h) -45.89 84 1.94 .00 3.34 -49.7 65.0 28.9 Roof End (>2h) -45.89 84 -1.94 .00 3.34 -49.7 -65.0 -28.9 Windward Wall 40.14 200 .00 8.03 .00 72.2 .0 .0 Windward Wall 40.14 200 .00 8.03 .00 40.1 .0 .0 Windward Wall 40.14 150 .00 6.02 .00 9.0 .0 .0 Leeward Wall -23.69 550 .00 13.03 .00 71.7 .0 .0 Side Wall -34.98 594 -20.78 .00 .00 .0 114.3 .0 Side Wall -34.98 594 20.78 .00 .00 .0 -114.3 .0 OH Bot Windward -42.20 125 .00 .00 -5.28 -149.0 .0 .0 Roof End (0 to h/2) -62.76 8 0.24 .00 0.42 9.8 6.9 -5.7 Roof End (0 to h/2) -62.76 8 -0.24 .00 0.42 9.8 -6.9 5.7 Roof End (>2h) -45.89 181 4.17 .00 7.18 -71.8 88.3 41.7 Roof End (>2h) -45.89 181 -4.17 .00 7.18 -71.8 -88.3 -41.7 Total .00 5949 -0.00 30.07 153.85 270.2 -0.0 0.0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy Fz NX Ny MZ psf ft^2 Kip Kip Kip K-ft R-ft K-ft Windward Wall N 40.14 200M .00 8.03 ~ .00 72.2 .0 .0 Windward Wall 40.14 200 .00 8.03 .00 40.1 .0 .0 Windward Wall 40.14 150 .00 6.02 .00 9.0 .0 .0 Leeward Wall -23.69 550 .00 13.03 .00 71.7 .0 .0 Side Wall -34.98 594 -20.78 .00 .00 .0 114.3 .0 Side Wall -34.98 594 20.78 .00 .00 .0 -114.3 .0 Total .00 2288 .00 35.11r .00 193.1 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area FX Fy Fz Nx . My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft Roof Windward 13.07 1044~ .00 3.98 -13.05Y-113.0 .0 .0 Roof Leeward -15.14 1044 .00 4.61 15.12 -130.9 .0 .0 Roof Windward 13.07 137 .00 0.52 -1.71 -42.5 .0 .0 W Roof Leeward -15.14 137 .00 0.61 1.99 -49.2 .0 .0 Windward Wall 40.14 200 .00 8.03 .00 72.2 .0 .0 Windward Wall 40.14 200 .00 8.03 .00 40.1 .0 .0 Windward Wall 40.14 150 .00 6.02 .00 9.0 .0 .0 Leeward Wall -23.69 550 .00 13.03 .00 71.7 .0 .0 Side Wall -34.98 594 -20.78 .00 .00 .0 114.3 .0 Side Wall -34.98 594 20.78 .00 .00 .0 -114.3 .0 OH Bot Windward 9.80 125 .00 .00 1.22 34.6 .0 .0 Total .00 4776 .00 44.83 3.57 -107.9 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy FZ Mu My Mm psf ft^2 Rip Rip Kip R-ft S-ft H-ft Windward Wall 40.14 200 .00 8.03 .00 72.2 .0 .0 Windward Wall 40.14 200 .00 8.03 .00 40.1 .0 .0 Windward Wall 40.14 150 .00 6.02 .00 9.0 .0 .0 Leeward Wall -23.69 550 .00 13.03 .00 71.7 .0 .0 Side Wall -34.98 594 -20.78 .00 .00 .0 114.3 .0 Side Wall -34.98 594 20.78 .00 .00 .0 -114.3 .0 Total .00 2288 .00 35.11 .00 193.1 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX Fy FZ Na My MZ par ft^2 Rip Kip Kip K-ft K-ft K-ft Total .00 � 0 .00 .00 .00 .0 N .0 .0 Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, 2 = Vertical Note (2) MIN = Minimum pressures on Walls - 16 psf and Roof = 8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 54 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 0.93 h: Height to top of Windward Wall = 11.00 ft ph: Net Pressure at top of wall (windward + leeward) = 64.50 psf p0: Net Pressure at bottom of wall (windward + leeward) = 64.50 psf ps: Side wall pressure acting away from wall = .54 * ph = -34.83 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -24.51 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 39.99 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 39.99 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 15.500 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope 16.97 Deg Zone Load Casel Load Case2 psf psf 1 -56.27 13.07 2 -41.66 -15.14 3 -62.76 .00 4 -55.97 .00 5 -45.89 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -42.20 psf Povh3: Overhang pressure for zone 3 = -47.07 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 9.80 psf Povh3: Overhang pressure for zone 3 = .00 psf Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fs Fy FZ NK My NZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft Roof (0 to h/2) -62.76 20 .00 -0.65 1.11 23.8 -25.6 -14.8 Roof (0 to h/2) -62.76 20 .00 0.65 1.11 -23.8 -25.6 14.8 Roof (0 to h/2) -56.27 163 -4.62 .00 7.95 .0 -154.5 .0 Roof (h/2 to h) -55.97 224 -0.00 -3.38 12.09 160.8 -191.9 -53.7 Roof (h/2 to h) -55.97 224 .00 3.38 12.09 -160.8 -191.9 53.7 Roof (h/2 to h) -55.97 22 .00 -0.63 1.08 23.3 -17.2 -10.0 Roof (h/2 to h) -55.97 22 .00 0.63 1.08 -23.3 -17.2 10.0 Roof (>h) -45.89 673 .00 -8.31 29.74 266.6 .0 .0 Roof (>h) -45.89 673 .00 8.31 29.74 -266.6 .0 .0 Roof (>h) -45.89 69 .00 -1.60 2.75 59.0 .0 .0 Roof (>h) -45.89 69 .00 1.60 2.75 -59.0 .0 .0 Roof (>h) -45.89 268 0.00 -3.31 11.84 192.4 219.1 61.3 Roof (>h) -45.89 268 .00 3.31 11.84 -192.4 219.1 -61.3 Roof (>h) -45.89 38 .00 -0.87 1.49 32.0 27.6 16.0 Roof (>h) -45.89 38 .00 0.87 1.49 -32.0 27.6 -16.0 Roof (>h) -41.66 163 3.42 .00 5.88 .0 114.4 .0 Windward Wall 39.99 216 8.64 .00 .00 .0 -77.7 .0 Windward Wall 39.99 216 8.64 .00 .00 .0 -43.2 .0 Windward Wall 39.99 162 6.48 .00 .00 .0 -9.7 .0 Leeward Wall -24.51 594 14.56 .00 .00 .0 -80.1 .0 Side Wall -34.83 550 .00 19.16 .00 105.4 .0 .0 Side Wall -34.83 550 .00 -19.16 .00 -105.4 .0 .0 OH Bot Windward -47.07 135 .00 .00 -6.35 .0 166.8 .0 Roof (0 to h/2) -62.76 30 .00 -0.50 1.80 35.2 -38.6 -10.8 Roof (0 to h/2) -62.76 30 .00 0.50 1.80 -35.2 -38.6 10.8 Roof (0 to h/2) -56.27 406 -11.47 .00 19.75 .0 -236.5 .0 Roof (>h) -41.66 406 8.49 .00 14.62 .0 175.1 .0 Roof (>h) -41.66 4 .00 -0.08 0.13 2.9 3.4 2.0 Roof (>h) -41.66 4 .00 0.08 0.13 -2.9 3.4 -2.0 Total .00 6258 34.14 ~0.00 165.93 -0.0 -192.0 �0.0 Along Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fz FY Fz NX my Mz psf ft^2 Rip Kip Rip K-ft K-ft K-ft Windward Wall w 39.99 216~ 8.64 .00� .00 .O~_-77.7 ~ .0 Windward Wall 39.99 216 8.64 .00 .00 .0 -43.2 .0 Windward Wall 39.99 162 6.48 .00 .00 .0 -9.7 .0 Leeward Wall -24.51 594 14.56 .00 .00 .0 -80.1 .0 Side Wall -34.83 550 .00 19.16 .00 105.4 .0 .0 Side Wall -34.83 550 .00 -19.16 .00 -105.4 .0 .0 Total .00 2288 38.31 .00 .00 .0 -210.7 .0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fz FY Fz NX KY Mz psf ft^2 Kip Rip Kip K-ft K-ft R-ft Roof (0 to h/2) -62.7620 .00 -0.65~ 1.11 23.8 -25.6 -14.8 Roof (0 to h/2) -62.76 20 .00 0.65 1.11 -23.8 -25.6 14.8 Roof (0 to h/2) 13.07 163 1.07 .00 -1.85 .0 35.9 .0 Roof (>h) -15.14 163 1.24 .00 2.14 .0 41.6 .0 Windward Wall 39.99 216 8.64 .00 .00 .0 -77.7 .0 Windward Wall 39.99 216 8.64 .00 .00 ..0 -43.2 .0 Windward Wall 39.99 162 6.48 .00 .00 .0 -9.7 .0 Leeward Wall -24.51 594 14.56 .00 .00 .0 -80.1 .0 Side Wall -34.83 550 .00 19.16 .00 105.4 .0 .0 Side Wall -34.83 550 .00 -19.16 .00 -105.4 .0 .0 OH Bot Windward -47.07 135 .00 .00 -6.35 .0 166.8 .0 Roof (0 to h/2) -62.76 30 .00 -0.50 1.80 35.2 -38.6 -10.8 Roof (0 to h/2) -62.76 30 .00 0.50 1.80 -35.2 -38.6 10.8 Roof (0 to h/2) 13.07 406 2.66 .00 -4.59 .0 54.9 .0 Roof (>h) -15.14 406 3.08 .00 5.31 .0 63.6 .0 Roof (>h) -15.14 4 .00 -0.03 0.05 1.0 1.2 0.7 Roof (>h) -15.14 4 .00 0.03 0.05 -1.0 1.2 -0.7 Total ~Y_Y- 00 3669 46.37~~ .00 0.57 �.0 26.2____ .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fz Fy Fz Mz My Mz psf ft^2 Kip Kip Kip R--ft R-ft R-ft Windward Wall N 39.99 216 Y8.64 .00 M00 .0 77.7Y~_ .0 Windward Wall 39.99 216 8.64 .00 .00 .0 -43.2 .0 / Windward Wall 39.99 162 6.48 .00 .00 .0 -9.7 .0 Leeward Wall -24.51 594 14.56 , .00 .00 .0 -80.1 .0 Side Wall -34.83 550 .00 19.16 .00 105.4 .0 .0 Side Wall -34.83 550 .00 -19.16 .00 -105.4 .0 .0 Total .00 2288 38.31 � 00 w00 .0 -210.7 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* FX Fy Fz Mx My MZ psf ft^2 Kip Kip Kip K-ft K-ft K-ft Total .00 0 .00 .00 .00 .0 .0 .0 Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx Fy Fz Mx My Mz Kip Kip Kip K-ft R-ft K-ft Normal to Ridge Walls+Roof +GCpi~ -0.0 30.1 153.9 M 270.2 M -0.0 0.0 Normal to Ridge Walls Only +GCpi .0 35.1 .0 193.1 .0 .0 Wk Normal to Ridge Walls+Roof -GCpi .0 44.8 3.6 -107.9 .0 .0 Normal to Ridge Walls Only -GCpi .0 35.1 .0 193.1 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 34.1 0.0 165.9 -0.0 -192.0 0.0 Along Ridge Walls Only +GCpi 38.3 .0 .0 .0 -210.7 .0 Along Ridge Walls+Roof -GCpi 46.4 .0 0.6 .0 26.2 .0 Along Ridge Walls Only -GCpi 38.3 .0 .0 .0 -210.7 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 16 psf and Roof - 8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 3526.34 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures sh--wn are based upon. STRENGTH Design, with a Load Factor of I Width of Pressure Coefficient Zone -a- _ = 5.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf FRONT SH 5.17 4.42 22.9 4 0.94 -1.04 63.60 -69.30 COURTYARD FX 6.92 3.83 26.5 4 0.93 -1.03 62.96 -68.65 COURTYARD DBL DR 6.67 6.00 40.0 4 0.89 -0.99 61.16 -66.85 COURTYARD FX 6.67 3.00 20.0 4 0.95 -1.05 64.18 -69.88 R SINGLE HUNG 3.08 2.17 6.7 4 1.00 -1.10 67.21 -72.91 R SINGLE HUNG 4.25 3.08 13.1 4 0.98 -1.08 66.04 -71.73 R DOOR 6.67 2.67 17.8 4 0.96 -1.06 64.69 -70.39 L SINGLE HUNG 5.25 3.08 16.2 4 0.96 -1.06 65.12 -70.81 L FIXED 3.08 1.25 3.9 4 1.00 -1.10 67.21 -72.91 L SINGLE HUNG 4.42 4.25 18.8 4 0.95 -1.05 64.46 -70.16 REAR SINGLE HUNG 3.25 3.08 10.0 5 1.00 -1.40 67.21 -89.99 REAR FIXED 7.50 3.00 22.5 4 0.94 -1.04 63.67 -69.37 REAR DBL DOOR 7.50 6.00 45.0 4 0.88 -0.98 60.64 -66.34 * REAR DBL DR 6.00 6.67 40.0 5 0.89 -1.19 61.16 -77.88 REAR FIXED 5.90 2.83 16.7 4 0.96 -1.06 64.97 -70.67 FRONT SH 5.17 4.42 22.9 5 0.94 -1.27 63.60 -82.78 * SIDELITE REAR D 6.67 1.00 6.7 5 1.00 -1.40 67.21 -90.00 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd - 56.96 psf �I • Job: - - Wrightsof Project Summary Date: _ Entire House By: p BUCHANAN PE CONSULTING INC. 6191 W.ATLANTIC BLVD.SUITE 2,MARGATE,FL 33063 Phone:954-590-3300 Pr6ject Information For: 42 NE 96TH ST HOUSE 42 NE 96TH STREET, MIAMI SHORES, FL 33138 Notes: Design Information Weather: Miami IntlAP, FL, US Winter Design Conditions Summer Design Conditions Outside db 52 OF Outside db 91 OF Inside db 70 OF Inside db 75 OF Design TD 18 OF Design TD 16 OF Daily range L Relative humidity 50 % Moisture difference 57 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 21098 Btuh Structure 38595 Btuh Ducts 4974 Btuh Ducts 6958 Btuh Central vent(85 cfm) 1714 Btuh Central vent(85 cfm) 1471 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27787 Btuh Use manufacturer's data .'y'. Rate/swing multiplier •• 1.00•" :6666: Infiltration Equipment sensible load 0.0 4702,q,PJ4h ' Method Simplified Latent Cooling Equilim6pi Load Sizing •, Construction quality Semi-tight 0 0 .. ••.0 600000 Fireplaces 0 Structure • 251G� Ducts •••"' 1687••Rtuh .0;..0 Heating Cooling Central vent(85 cfm) 0 3302oolitph Area (ft2) 2562 2562 Equipment latent load Goes 7503 131h :.s0•: Volume (ft') 21312 21312 •00.0• • ' Air changes/hour 0.22 0.11 Equipment total load 00000.54528•rBt�l�l ••••0 Equiv.AVF(cfm) 78 39 Req. total capacity at 0.74 SHS 0 5.30 tSna so . . . ..•. 6666.. Heating Equipment Summary Cooling EquipmentS�umm�•.• Make TRANE Make TRANE Trade ELECTRIC HEAT Trade SPLIT SYSTEM Model TAM7060 Cond 4TTR5061 AHRI ref Coil TAM7060 AHRI ref Efficiency 100 AFUE Efficiency 16 SEER Heating Input 10.0 kW Sensible cooling 43000 Btuh Heating output 34000 Btuh Latent cooling 14900 Btuh Temperature rise 15 OF Total cooling 57900 Btuh Actual air flow 2000 cfm Actual air flow 2000 cfm Air flow factor 0.077 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Heat/Cool Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J h Ed. wrightsoft' Right-Suite®Universal 2015 15.0.01 RSU08504 2016-Jan-27 14:47:50 ,OakryrPage 1 ...AMI SHORESICALCSIAC-42 NE 96TH ST 01-27-16.rup Calc=MJ8 Front Door faces: N iAM 2 '8 2016 "FORM R405-2014 s RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative(Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Perfonnance method shall include This checklist MIA Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page) and an input summary checklist that can be used for field verification (usually 4 pages1/may be greater). 0/ Energy Performance Level(EPL) Display Card(one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: .. . .... ...... ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R412.4.1,01- •••• • one page) •.•• ....:. ...... .... . . ❑ A completed Envelope Leakage Test Report(usually one page) •••• •`•• ❑ If Form R405 duct leakage type indicates anything other than "default leakag;"AW a cow.pleted ••••;• Form R405 Duct Leakage Test Report(usually one page) •• • .... ...... ...• EnergyGauge®-USRFSB v4.0 1/27/2016 2:46:07 PM Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 42 NE 96TH ST HOUSE Builder Name: BUCHANAN PE CONSULTING INC. Street: 42 NE 96TH STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL,33138 Permit Number: Owner: 42 NE 96TH ST HOUSE Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(2016.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.0 2016.70 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2564.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 2564.00 ft2 6. Conditioned floor area above grade(ft2) 2564 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(482.0 sqft.) Description Area a.Sup:Attic,Ret:DINING ROOM,AH:DINING RO 6 599 a. U-Factor: Sgl,U=1.00 482.04 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 57.9 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Furnace 34.0 AFUE:1.00 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems a. 8. Floor Types (2562.3 sqft.) Insulation Area EF:-6.33825E029 a.Slab-On-Grade Edge Insulation R=0.0 2562.30 ft2 b. Conservation features •• • b.N/A R= ft2 'a 0'0' c.N/A R= ft2 15.Credits i •• :00 • Pstai ' Glass/Floor Area: 0.188 Total Proposed Modified Loads: 100.24 pa 4z •,Total Baseline Loads: 101.50 •• •• ASS *so*:* 111111 • • 1 hereby certify that the plans and specifications covered by Review of the plans and •••• `S =STq ..: this calculation are in co an a with the Florida Energy specifications covered by this •••••• ® -- ' Code. calculation indicates compliance *9090 �s with the Florida Energy Code. •• PREPARED BY: Before construction is completed DATE: .-z" s2016 this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes. with the Florida Energy Code. a C0 WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: 42 NE 96TH ST HOUSE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2564 Lot# Owner: 42 NE 96TH ST HOUSE Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: BUCHANAN PE CONSULTIN Rotate Angle: 0 Street: 42 NE 96TH STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami-Dade -Jurisdiction: 232600 Whole House Fan: No City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138 .New/Existing: Existing(Projected) Comment: 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 Entire House 2564 21326 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 KITCHEN 161 1288 Yes 0 1 Yes Yes Yes 2 BEDROOM 4 168 1344 No 1 1 1 Yes Yes Yes 3 BEDROOM 3 231 1848 No 1 1 1 Yes Yes Yes 4 FAMILY ROOM 407 4070 No 0 1 Yes s• Yes Yes 5 DINING ROOM 262 2096 No 0 1 .• No •••••(es ;•Yes; 6 LIVING ROOM 474 3792 No 0 1 •;es •••k is ••Y�g• • 7 MASTER BEDROO 279 2232 No 2 1 1 ;••:•lies •Yes Y4 8 MASTER WIC BAT 210 1680 No 0 1 •'.'•'ties .:::l •••• ts ppSS•• 9 BEDROOM 372 2976 No 1 1 1 ....Yes • Yes ••>?'�s•� • •••••• •99, •••••• FLOORS • # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Til • tood Carpet• 1 Slab-On-Grade Edge Insulatio KITCHEN 25.1 ft 0 160.5 ft2 _:_ ••• O•••0 1 •0•••' 2 Slab-On-Grade Edge Insulatio BEDROOM 4 12.6 ft 0 168.3 ft2 ____ 0 1 0 3 Slab-On-Grade Edge Insulatio BEDROOM 3 34 ft 0 230.5 ft2 ---- 0 1 0 4 Slab-On-Grade Edge Insulatio FAMILY ROOM 33.8 ft 0 406.6 ft2 ____ 0 1 0 5 Slab-On-Grade Edge Insulatio DINING ROOM 1 ft 0 261.9 ft2 -_-_ 0 1 0 6 Slab-On-Grade Edge Insulatio LIVING ROOM 31.1 ft 0 473.6 ft2 _-_- 0 1 0 7 Slab-On-Grade Edge Insulatio MASTER BEDRO 32.9 ft 0 279.2 ft2 _-_- 0 1 0 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 8 Slab-On-Grade Edge Insulatio MASTER WIC BA 19.5 ft 0 209.5 ft2 ---- 0 1 0 9Slab-On-Grade Edge Insulatio BEDROOM 2 54.1 ft 0 372.2 ft2 ---- 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2700 ft2 0 ftz Medium 0.85 No 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2562 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) KITCHEN 30 161 ft2 0.1 Wood 2 Under Attic(Vented) BEDROOM 4 30 168 ft2 0.1 Wood 3 Under Attic(Vented) BEDROOM 3 30 231 ft2 0.1 Wood 4 Under Attic(Vented) FAMILY ROOM 30 407 ft2 0.1 Wood 5 Under Attic(Vented) DINING ROOM 30 262 ft2 0.1 Wood 6 Under Attic(Vented) LIVING ROOM 30 474 ft2 0.1 Wood 7 Under Attic(Vented) MASTER BEDRO 30 279 ft2 0.1 Wood 8 Under Attic(Vented) MASTER WIC BA 30 210 ft2 0.1 • jNood 9 Under Attic(Vented) BEDROOM 2 30 372 ft2 0.1. . •• •Wood ; WALLS 0000.. Adjacent ri Cavity Width Height • ng FrgrTR4•.Solar 'Vetow nmt 10 Wall TypeSpaceoWWslwe AreaFractism. . o 1 S Exterior Concrete Block-Ext InsuKITCHEN 4 10 11 8 0 87.3 ft2 ...0 D 0.6 0000,15 . . 9900.. 2 W Exterior Concrete Block-Ext InsuKITCHEN 4 14 3 8 0 114.0 ft2 0•V b • 0.6 :•••0: 3 W Exterior Concrete Block-Ext IndBEDROOM 4 4 12 8 8 0 101.3 ft2 •0 00 0.0.6 ....p. • •• • 4 N Exterior Concrete Block-Ext InMDROOM 3 4 11 3 8 0 90.0 ft2 .. 0 • 0• 0.6 0 Q • . • 5 W Exterior Concrete Block-Ext InMDROOM 3 4 22 9 8 0 182.0 ft2 • d Q*•0..0.6 ••• 0• 0000 6 E Exterior Concrete Block-Ext InTI AMILY ROO 4 7 6 8 0 60.0 ft2 0 0 0.6 0 7 S Exterior Concrete Block-Ext In�i1AMILY ROO 4 26 6 8 0 212.0 ft2 0 0 0.6 0 8 W Exterior Concrete Block-Ext Ino[AMILY ROO 4 8 3 8 0 66.0 ft2 0 0 0.6 0 9 N Exterior Concrete Block-Ext Ind"ING ROO 4 19 5 8 0 155.3 ft2 0 0 0.6 0 10 E Exterior Concrete Block-Ext InstNING ROO 4 11 9 8 0 94.0 ft2 0 0 0.6 0 11 E Exterior Concrete Block-Ext IndMSTER BE 4 15 5 8 0 123.3 ft2 0 0 0.6 0 12 S Exterior Concrete Block-Ext IndMSTER BE 4 17 6 8 0 140.0 ft2 0 0 0.6 0 13 E Exterior Concrete Block-Ext InsMASTER WI 4 15 5 8 0 123.3 ft2 0 0 0.6 0 14 S Exterior Concrete Block-Ext InsMASTER WI 4 4 2 8 0 33.3 ft2 0 0 0.6 0 15 N Exterior Concrete Block-Ext IndBEDROOM 2 4 23 2 8 0 185.3 ft2 0 0 0.6 0 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WALLS NZ Adjacent 9 ()Mt To Wall TypeSpace Cavity Width Height Sheathing Framing Solar gBelow R-Vahle Et In Ft In Aren R-Vahle Fraction Ah 16 E Exterior Concrete Block-Ext ImKDROOM 2 4 19 5 8 0 155.3 ft2 0 0 0.6 0 17 W Exterior Concrete Block-Ext ImMEDROOM 2 4 11 9 8 0 94.0 ft2 0 0 0.6 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Single(Clear) Yes 1 0.5 10.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 W 3 Metal Single(Clear) Yes 1 0.5 26.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 3 N 4 Metal Single(Clear) Yes 1 0.5 23.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 4 W 5 Metal Single(Clear) Yes 1 0.5 7.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 5 S 7 Metal Single(Clear) Yes 1 0.5 135.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 6 N 9 Metal Single(Clear) Yes 1 0.5 80.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 7 E 10 Metal Single(Clear) Yes 1 0.5 67.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 8 E 11 Metal Single(Clear) Yes 1 0.5 16.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 9 S 12 Metal Single(Clear) Yes 1 0.5 53.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 10 E 13 Metal Single(Clear) Yes 1 0.5 8.0 ft2 2 ft 0 in 0 ft 11 in Drapes/blinds None 11 S 14 Metal Single(Clear) Yes 1 0.5 11.0 ft2 2 ft 0 in Oft 11 in Drapes/blinds None 12 N 15 Metal Single(Clear) Yes 1 0.5 23.0 ft2 2 ft 0 in Oft 11 in Drapestblinds None 13 E 16 Metal Single(Clear) Yes 1 0.5 23.0 ft2 2 ft 0 in Oft 11 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH .000159 1072.2 58.86 110.7 .11 3.0165.*'. •• • 0000 • • HEATING SYSTEM • # System Type Subtype Efficiency Capacity ••••" Block Ducts 1 Electric Furnace None AFUE:1 34 kBtu/hr •• �t •S � COOLING SYSTEM 000000 0 0 # System Type Subtype Efficiency Capacity Air Flow SHR go glgck •Pwgr.• 1 Central Unit Split SEER:16 57.9 kBtu/hr cfw. • 0.74 • 1• sys#1 • • • •00000 0000 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 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 6 599 ftz DINING ROO 1 ft' Default Leakage DINING RO (Default) (Default) 1 1 TEMPERATURES -Programable Thermostat: Y Ceiling Fans: Coolin [[ ]]Jan [[ ]]Feb [[ ]Mar [ ]Apr I i Ma rl Jun Jul Au Se Oct Nov Dec Heatin4X]Jan [X]Feb [X)Mar [ ]Apr May Jun Jul AuSep Oct X Nov Dec venting ]]Jan II ]]Feb [[X111 Mar [X]Apr Ma Jun Jul Aug Se 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 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 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 .• • sees • • . • .sees• .sees• sees•. • • .• .• ••.. sees•. e . .se•es• .•••. .sees - e • sees•. sees • • • e •..••• •sees• . . • ••e..• - see:** *sees: � •• • • • • 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. 42 NE 96TH STREET, MIAMI SHORES, FL, 33138 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-EM Insul,Exterior R=4.0 2016.70 ftZ b.N/A R= ft 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 4 d.N/A R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=30.0 2564.00 ftz 6. Conditioned floor area(ftz) 2564 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ftz 11.Ducts R ftz a. U-Factor: Sgl,U=1.00 482.04 ftz a.Sup:Attic,Rei:DINING ROOM,AH:DINING RO 6 599 SHGC: SHGC=0.50 b. U-Factor: N/A ftz SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a.Central Unit 57.9 SEER:16.00 SHGC: d. U-Factor: N/A ftz 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Furnace 34.0 AFUE:1.00 Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 2562.30 ftz a. EF: b.N/A R= ftz c.N/A R= ftz b. Conservation features •", ; • 15.Credits • • i••••• PStat • • � • 6666•• 6666•• • • • •• •• 6666 •••s•• 6600•• 6666• I certify that this home has complied with the Florida Energy Efficiency Code for Building ZK>� 0 6 6• Construction through the above energy saving features which will be installed (or exceeded) •••••• , 6 00 in this home before final inspection. Otherwise, a new EPL Display Card will be completed , °' aa�,r`��. • based on installed Code compliant features. fr,� .�£ • Builder Signature: Date: •6 I t • A6 • Address of New Home: City/FL Zip: cOb WS *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 - FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 42 NE 96TH STREET Permit Number: MIAMI SHORES,FL,33138 MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. R402A Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. 0 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ■ R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. ■ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off,and 6.Supply and return registers,if installed at the time of the test,shall be fully open. o R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. • o R402.4.3 Fenestration air leakageWindows,skylights and sliding glass doors shall have an air infiltraton rate of noruvre than 0.3 square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),wh§n to%fib according to NFRC 460 or * AAMAIWDMA/CSA 101fl.S.2/A440 by an accredited,independent laboratory and listed and labeled Py the rranufacVrbf 000000 Exception: Site-built windows,skylights and doors. :00:0: • 00 • 0000 0000.0 O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall N eea°lod to limit air leakage bpVpVg conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as havillbo 1i'a1r leakage rate not more than - 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure diffev"31*.;II rece`yw ji+rvinaires°shalT be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0000 • 0 0:0899: R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heat nnV cooling0sysiggi. ❑ R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistanceheat shall have.contrels •0 that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet th4 hefto load. •••. .••••• R403.2.2 Sealing(Mandatory)lll ducts,air handlers,and filter boxes and building cavities that form the primary air containment"'°0 passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(2513a)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 L MANDATORY REQUIREMENTS - (Continued) o R403.2.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design air flow rate when tested in accordance with ASHRAE 193. �/ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. 2- R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3., o R403.3.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance,and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403A.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can tum off the hot-water circulating pump when the system is not in use. ❑ R403A.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3%inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. 0--�R403.4.4 Water heater efficiencies(Mandatory). Water heater efficiencies O R403AA.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water heating systems to be turned off. o R403AA.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in inswed solar water heating systems should meet the following criteria: • '..:.• • • • • • 0.000• 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and • ;....• 2. Be installed at an orientation within 45 degrees of true south. • • • ' •"':• R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requi rem ents of%e,• • •.;. Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approvedmoans.of ventilation • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation systdrfl W&I operatiAg: i** •• • . . •00.00 o R403.5.1 Whole-house mechanical ventilation system fan efficacy. Mechanical ventilation syste"fags shall rNet tlfe efficac;.... : requirements of Table R403.5.1. •••••• • • • Exception:Where mechanical ventilation fans are integral to tested and listed HVAC equipment wheys hall be gober§d by an .• electronically commutated motor. . . • O R403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechg"IFILVhfilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62,Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioned system make air shall be provided to conditioned space from attics,crawlspaces,attached closed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed spaces(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum or R-19,space permitting,or R-10 otherwise. R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) o R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity ■ R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. ■ R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. o R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55'F,and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements fortesnenjal pools hh;figround:..••: spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requireWnJ%fpr • ' portable spas shall be in accordance with ANSI/APSP-14. . . • •••••• p R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is moygVd outsidpe.•;. the heater to allow shutting off the heater without adjusting the thermostat setting. 0. • • • '000.0• ••.• ••:••• R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heates%shall have a minimum thern P ■ efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in acdb&M with AIM W.56.Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. 0 9 0•*0 0 :0...0'••; ■ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP.of 4Lhen tested>iiV—VcordartckVV AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to., verify procedure compliance.Geothermal swimming pool heat pumps are not required to meetthiss)hdard. ."• .••••• o R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and PN according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: ■ 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. p R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. o R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights Q� R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. o R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 1/27/2016 2:46 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3