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RC-17-1488
Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number on/A APPRO Expiration: 12/26/2017 Applicant 123 NE 97 Street Miami Shores, FL 33138-2332 1132060132440 Block: Lot: JUAN R. DEL RIO Owner Information Address Phone CeII JUAN R. DEL RIO 123 NE 97 Street MIAMI SHORES FL 33138-2332 123 NE 97 Street MIAMI SHORES FL 33138-2332 Contractor(s) ALZATE CONSTRUCTION INC Phone CeII Phone (954)599-8434 (305)949-4526 Valuation: Total Sq Feet: $ 17,500.00 552 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REPLACE Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : GARAGE DOOR RELOC Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REPLACE GARAGE DOOR RELOCA Classification: Residential Fees Due Bond Type - Owners Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $500.00 $10.80 $50.00 $7.88 $7.88 $3.60 $5.00 $525.00 $120.00 $120.00 $18.00 $14.40 $1,382.56 Pay Date Pay Type Invoice # RC -6-17-64213 06/05/2017 Check #: 781 06/29/2017 Check #: 799 Bond #: 3443 Amt Paid Amt Due $ 50.00 $ 1,332.56 $ 1,332.56 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Structural Review Structural Review Building Review Building Review Plumbing Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Planning In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fe going information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fu ore, I autho ' the above-named contractor to do the work stated. June 29, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 29, 2017 1 k)osA) U BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: ! D._.3 Ms RECEIVED JUN 0 5 7017 FBC 20 I`"11 iwsg EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): v%iAtJ et% Address: Phone#: 30S • %qK • 0A 04 City: ‘SIA.NALk S1J►ONES Tenant/Lessee Name: Email: State: Zip: 1‘.1� '3vAa Ot�`0 Q. ikmu ;; .. Caw. Phone#: CONTRACTOR: Company Name: Nal \" 000,5i (J C`�xor Address: (1. M /11W l /W ' .1-k7-1 1 v Phone#: 9545 clot 54 city: kA 1 / \, State: Zip:3 ( �G Qualifier Name: _Au A i�\7,lA-n State Certification or Registration #: ( Certificate of Competency #: C'r�G \S t `"}Z\ DESIGNER: Architect/Engineer: Phone#: Address: City: Phone#: G4 5Ctci �4�4 Value of Work for this Permit: $' +, i` O Type of Work: ❑ Addition Alteration State: Zip: Square/Linear Footage of Work: S Z 111 ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2- ace e C� GC f� 7 P i x' \- 19 Q \hQr-- d1 p ev T Y1L�w e\i-ai Ci -t of. 12e�CjC(A ��Cl 5-\-1 NG Pg -x,_ \l 1/4..)v1nx r1S , / 242 Ccan. k))ec1Coo �1n Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $::r : _ ,<.; �,. CO/CC $`" .g® , DBPR $ Notary $ " Double Fee $ Bond $ * 03 TOTAL FEE NOW DUE $ S 32 ' 5 � � 332 . E(o 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 VC% \ OWNER or AGENT The foregoing instrument was acknowledged before me this 0 t day of1101,5t, , 20 _13_, by -.3%)0i%3-.3%)0i%3 01 nn % `1tto , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: %U tW ARTUROALFONSO ,_ ';,; MY COMMISSION fl GG 075921 ';' . '.1.41 EXPIRES: February 22, 2021 ''1,tgergte Bonded 11a IuI Notary Underwrites ss �M�Y�R+MN� *** 4.44....4 N....1 **1qe �K %� 1.4* F ####M tek k k k k F APPROVED BY Plans Examiner CONTRACTOR The foregoing instrument was acknowledged before me this (`) Z day of J vne ,20 , by Aria \ Sol) h 1 Z-01, who is personally known to _ v me or who has produced pm 23- OO - 5 as(P O3 identification and who did take an oath. 1fj� NOTARY PUBLIC: Q Sig MAHARN K. GONZALEZ EXPIRES: November2, 2 2002 B^ndcd Thn, Notary Public Underwriters Print: Seal: ******************************************************* (Revised02/24/2014) Zoning Structural Review Clerk DESIGN PRESSURES FOR OPENINGS FLORIDA BUILDING CODE, 2014 ( VERSION 1.2014) based on ASCE 7-98, ASCE 7-02 and ASCE 7-05 provisions BUILDING DATA Wind Velocity (mph) Importance Factor Exposure Category Internal Pressure Coefficient + Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope (x:12) Kd Directional factor 175 0.90 C 0.18 13.25 11.5 41 0.52 0.85 JOB INFORMATION Company TUPACK RHEA P.E. Prepared By IL Client Name JUAN DEL RIO Job Description Window's Change Date 5/26/2017 Addres 123 NW 97 Street Miami - Shores 2017-03 Job Number WALL OPENINGS OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING DIMENSIONS WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) Al W-1 4 7 1.6 3 55.0 -59.6 2 W-2 4 7 3 5.25 53.4 -58.0 3 Door 4 7 3 7 52.4 -57.0 4 GARAGE DOOR 5 8 9 8 48.0 -59.4 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 28 29 30 Win press FBC 2014(Version 5.1.1).xls Copyright 2014, SBE Structures Design, Inc. Width of Edge Strip (a) in feet = 3 6/21/2017 1ZC -1118$ MIAM 1•DAD COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy An'tarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 9'-0" . Wide with Impact Resistant Windows APPROVAL DOCUMENT: Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage 8i•Q4k Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4,.dated 05/08/24,(Wwith revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed gy Xhomas L. • • • • Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice o Acceptance number and expiration date by the Miami -Dade County Product Contrdr5ddtton. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • .. : : • • • .... • LABELING: A permanent label with the manufacturer's name or logo, 3800 Oreetngaycircle,La :nce, Kansas, model number, the positive and negative design pressure rating, indicate hft iaderated if tlliplidable, installation instruction drawing reference number, approval number (NOA), the app tcable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be locted pn the cvrls.nde • track, bottom angle, or inner surface of a panel. •▪ • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been nit change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 14-0414.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. • . The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC -1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NDA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Test Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Tensile Test per ASTM E8 5) Forced Entry Resistance Test per FBC, TAS 202-94 along with marked up drawings and installation diagram of 9'x 7' 24 ga steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by David W. Johnson, P.E. Submitted under NOA # 12-0228.03" . . ... . . 0000 3. Test report on Evaluation of Painted or Coated Specimens Subjeetecr to Cgrtogiye • • . Environments per ASTM D1654 & ASTM B117, prepared by:Aid1I tectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed; r}i sealed j. oseph: A. Reed, P.E. . 0000 0000 • . ... "Submitted under NDA # 12-0228.09" • • • • • • • 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepalrectIn American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/201, sihed a461.se2aled b5: David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, F.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014)1Tb and no financial • interest issued by Structural Solutions, PA., dated 04/08/2015,Med and.F.ed by • Tomas L. Shelmerdine, P.E. . .. • .. . .... . .. . . .. • E -2 . .. • • . . . • .... .. . • . • . • .• • . • • . • • .. .. • ••• • • . Carlos M. Utrcra, P.E. Product Control Examiner NOA No. 15-0505.22 Expiration Date: September 6, 2017 Approval Date: July 23, 2015 I2 GA @ALV. CDNNERCIAL TOP ROLLER BRACKET 3/4''8614 HEAD S1/4. VS PER BRACKET 11) 3 0/111' X 22 GA R TRUSS ATTACHED V/ f2) 1/4' X 3/4 HEX LEAD SCREWS PER ST1LE • 4 LM131i!I sir @• 10 BALL STEEL ROLLER V/9' STEN AND 0) 7/16' T RETAINER USED FOR THREADED FASTENERS TYPICAL TOP FIXTURESO NTS. 3 5/8' 2200. R -TRUSS ATTACHES V/ 1D> //4' X� 3/4' IEE HEAD SCREW AT EACH HORDE 146A.E• ER HINGE ATTACHE) V/ N) 1/4' x 3/4' HEX HEAD SCREWS TYPICAL DURASAFE CENTER )RULE. N.Y.& ///(////I 2' EOG0. STRUT ATTACHED W (8) 1/4' X 2/4' HEX HEAD SCREW AT EACH ENO SIM CENTER ST AND 18141 DM HITNAY DETVLEN CENTER 010.E AND END STILE • • • • • • • • • • • • • • • • DURAS 1L OARURASAFE ROLLER CARRIER ATTACHED • • • •END HIKE ATTACHED m R -TRUSS v/ (3) 1/4' x 3/4' V/ CN 1/4' x 5/8' HEX HEAD SCREWS PER CARRIER HEX HEAD SCREW 2' 10 Did.L STEM. MiltilRitf/9PS THREADED SHAY FER • • �r.�.. Irllfdjj,ll'.' • {f I•�l ,�a_�°"' �` %"A. DURASAFE RILLER CARRIERS ATTACHED CFC -FREE EXPANDED POLYSTYRENE iNSULA1221' -.� 1000 PCF) • • • ••• • • • ••• • •• •• •• • •• •• • • •• • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • • •• •• • • ••• • •• •• • • ••• •• • ••• • •. • .-11 • • • • •• • • • •• • • • •• • • • • • • • 24 DA KIN EXTERIOR SHIN ,/EARED DN POLYESTER FINISH • • • • 3 8/2' 0201 R -TRUSS ATTACHEDV/ MX•IE411368EYS TYPICAL OURASAFE END HINGE. ICED. ( RECD WENDED SECT110)4 10''AN2180RAT m 1 8' 10 DAIL STEEL ROLLER v/9' STEN THREADED SEES RPER ROLLER 507T0H DRACKEY 13 OA. ATTACHED V/14) 1/4' X 3/4' ILEX HEAD SCREWS PNOOUCfItlSVISED *Obi flaN• A4wpI>•ee t4b . 34 9'-0' NAD —1 3SIDEMAN/ T'- 5/16' x L 9/0' LAO SCREW 0) PER JANE DRACKET INSIDE ELEVATION ILLS (H 2-1/0' X 3-1/2' 1801 DACKER PLATE AT EACH INTERRCDIATE AND END HINGE. INTERIOR OF GARAGE --► MAX. WIDTH 9'0' -- IIII III11111 DESIGN LOADS +288.5 Mr SEE NOTE 2 303.6 LEIS/FT ��•8DFAL Y 243TAU61) 41) 1/4-30 x 0/0'TRACX SPLICE DELT AND NUT PER JAHR DRAGNET (308/8' 8 TRHSS) 19116!) 1(88 .28)' TRACK MOUNTING DFTAII N.T.& 80 80. OALV. STEEL END STILE TTACNED VEIN 1M 416 x 141/4' SCREWS 13 140A. DURASAPE ROLLER CCAM1)ERIAT+ED 7 TAC 0 R 1RUSS HEX HEAD SCREW CONT. VHRIXUL JAM 3X3 STP oR SPF (N0. 2 CR SETTER) END STILE W N) 1/4' x 3/4' HEX HEAD SCREW PER CARRIER SL196 LOCK ENGAGES 10741 VERTICAL TRACK ON LATCH,23TN SIDES 8/G' HIE ATTAP ACN IMM1/4''O4K3% '3 OPTIONAL) SCREWS HEAD PAOOUC4'mum oitomplytwelth 008644 COM GrF1DTi4• A80/1PMEIM 140 i ay i'IGL7lG' LARGE MISSILE IMPACT RESISTANT 17 le GA CD)D1E8CIAL EP FIXTURE ATTACHED V/14) 1/44 x 3/4' Nix HEAD SCREW AT EAC1 END STILE A rl /10> 11D/i•Ex1iir 9111 448 11711 D 35/871X222 DA (33 881) OALV. STEEL R -TRUSS ATTACHED ON TDP 7NOURE '1/ ON 1/4' x 3/4' MI MAD SCREW A7 EACH STILE, AND fM CCEENY�AND END STILE ETVEEN CFC -FREE EXPAROED POLYSTYRENE 0)8614TIO7 1 LS DENSITY R473, 060.17 HERM 1414EDAA. 3W PEq SEGTw@ 3 D/3'H % 1 -1 177 x12 V/ 6 STEEL1/4'R-TRUSS ATTACHED HE NH1/1'x11UP 3 EACH MID FSTILE Sia AT 1418 MEM 9TIDN. IN 841111 E DETWEEN HINGE AHD ENDSTILE 0) E' 20 W (33 IGSU 1)0) 10TA1. �W8 �� DOTSON DRACXET ATTACHED V/ 44) 1/4' x 3/4' HEX HEAD SCREW V/ 2011'. DTH DEAL*DER sc 71o(MD VIFWI ,PfCIF1CATIONS AND NOTES Ry MVO Of AMOS864E 3Y • A RD1540 ROTE I/1/0) CBT 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL 8 W61RW W FBC 2011 TRACK, FROM THE TRACK THE 1.0AD IS TRANSFERRED TO THE VERTICAL 481,4135. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF 6 )LRD 02221817643 THE LOAD TRANSFERRED FROM THE DOOR. _ 2. EACH TICAL JAMBS RECEIV8S MAXIMUM DESIGN LOADS OF: s+"""''+,. +258.5 LFT & -303.8 LBS/FT .'� $ �• E 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED MAX 14 11 ' ' AND INSTALLED WM STANDARDS AS SET FORTH BY DASMA. r + •"f.:112%14---- 4•. 4. DOOR SECTIONS SHALL 8E 24 GA. (.0218) MIN. EXTERIOR SKIN 082)GN LO/Os. P Jam" •'4` ..,'� ROLLED FORMED, W/ BAKED ON POLYESTER FINISH +07.0 PSF M , 8078 5 DOORS UPTO 7'0° NIGH CONSIST OF (4) SECTIONS AS SHOWN. -e7.6 PSF ,< / [ice ri USE 1)i 3 8/8" R -TRUSS PER SECTION AND (1) 2 20GA STRUT ON THE BOTTOM SECTION .� .BTA OF 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 a •�'.. , ON PAGE 3• LARQE MISSILE•)•,O�fA�, ✓'' dV 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED IMPACT BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS RESLSTANCE �L •�4 4R INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. `•"`•.•4'••' 8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM t3S CARRIAGE COLEY VUMMI.SAT.aW NIL 1/7103 VVIMINA EN E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY , THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MODEL #1200 HERITAGE 3000 MANUFACTURER SHALL MAIL 70 THIS OFFICE: A COPY OF THE TEST MODEL #/200 OAK SUMMIT 3000 REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED SHORT, LONG, FLUSH & OAK SUMMIT PANELS FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY 38 MST 810 011E 01/11/01 ORM ROM COILS WITH YIELD STRENGTH OF 34,600 P5) OR MORE SHALL BE 9 OtN1O8BT 0 05/03/0/ IAC -1209-189-21-I USED TO MAKE DOOR PANELS FOR OADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. REST 1 8 4 i2/8/) 108 10/28/64 SLR arr_ 14 GA. FLAG BRACKET ATTACHED TG WOOD JANE W/ (3) 5/16 DIA, X 1-5/8' LAS BOLTS AND TO TRACK W/ 04) V4'-20 x 5/13 TRACK SPLICE HILTS AND NUTS (Boum) H THROIIOH 8 0211004 / 4 %44'-20 & ACKS ATRACK T THIS SPLICE BOLTS NUTS SERE TO JAMB WITH (3) 8/18' GIA. x 1-5/8' LAO BOLTS (1) 5/18' 0IA. x LA0 BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. CALK STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4'-20 x 8/8' TRACK SPLICE BOLT & NUT L SEE (TABLE 2) ON PAGE 4 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL 000RS • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • •• • • '••• • •. • • • • . • - • • •• • • • •• • • • • • • • • • • • 0 • • • • • • • • • • •• • • WOOD • •JAMB ATTACHMENT TO STRUCTURE •• • • • • • • ••• • • • • • •• • • • o?.IL� 2)D aIrr'CREWi ACH04EN I 6 FROPPSI C22ODS TR#N 24'06 12 1/2'EEMBEDMENT) .EE ANCHOR'S/8 X 2-3/4' STARTING 6' FROM ENDS 714131 16' (C. (1 1/4' EMBED0ENT) SE REDHEAD (TM -BOLT) 3/8' X 4' STARTING 6' FROM MOS THEN 24' 8.C, (2 1/2' EMBEDMENT) pp R 6 0/FRIPTCAL JAMA AVACHRENT TO HOLLOW C-90 BLOCK SIMPSON 1/82K813 Ti iN SCREWS STARTING 6' FRIG4 ENDS, USE PAIRS OF 0420002018 (3' APART) AT 8' CF. (1 1/2' E04822) 21) FASTENERS 03'' APART) AT 8' 0.0, (151/4' EMBEDMENT) UTIISVLCRTICIMeAH. MEET) AIRTING 6' IRON ENDS, USE MRS OF 111LTS SLEEEVEAANCAH. 3/8' X 2 3/4'OSTARTDIG 4' FROMneg 20102 HEN 20 G0 MU 1/4' EMBEDMENT) OTR, USE FASTENERS FDR HOLLOW C-90 BLOCK) 01403 AND 801.73 CAN HE COUNTERSUNK TO PROVIDE A FLUSH HAUNTING SURFACE. )PREPARATION OF WOOD JAMBS BY OTHERS 1 CONCRETE STRUCTURE i-1 HOLLOW BLOCK STRUCTURE _ --�- 2-3/4'. k NIN 1-1/2' NIN 1 4' .02042 STRUCTO ELE313 STRUCTURE > 3' MI PRODUCT =WSW 10•0400 **the Vied" mouucri6YLReu AesipbolooNe seddlisOork os-iz $yuogtd1d{e110004 t818�eFlai. "!:4'.:t.-"... 1, frr7y/1r AVAAASLE TRACK WNROVAAA0N4 ILLS. PAWN* N.Y ID9190.01 OF 02338 A 12.130 3317 0 B 12025110 FBC 2010 C unto R160 ONUS DATE BY 1n� te. MO 22 10/26)03 214 8' 0 14' •,. O, S• n..�'�)y DESIGN LOADS +57.0 PBF-' s -87.5 PSF ga . LARGE 1OS9TLE C•4. 1i/0 �/ IMPACTRESISTANCE oi FL ........ i+'a•s•a 8 'iT; OF ' d1 2 /�l t'LUl // IW CARNAGE CWAT VOISION-SALEM, R0. 01405 WVANARAXON MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS BIC 2112(19t 00 DAIS 6001 Mg 00 8 00 08 0 8 Deemer 020 DATE O)/De/oi IRC -1209-189-21-1 • ••.• •• •• • • • • • • • • • • • • • ••• • •• • • • •• • •• •• • • • • • ••• • • • • • • • • • • • ••• •. • • • • • •• • • ••• • • • . • •r • • •• • • • •• • • ♦ 1 • • • • • • • .055' 6060 EXTRUDED ALUHIHBH • • • • • • IMPACT INTERIOR FRAME 447 BB X 1' PHILLIPS (1/.375' BITE ON GLASS HEAD SHEETHETAL SCREWS USED TO FASTEN THE ALUM/IUD 1/ • HAXROL00 POLYCARSONHTE INTERIOR FRAME TO THE MANUFACTURED BY,I�ER • eaUAON• •♦EXTERI••• • •RAHE • • •� GALV STEEL EXTERIOR IMPACT WINDOW FRANC V/.0' HITE ON GLASS 27 GA. 01E01 DOOR SHIM 24 GA STEEL DOOR SXM TEX1'ERIORS w)NCOV PANE 0/16' OVERALL 1/0' CLEAR ANNEALED GLASS ER .0W I/O' CLEAR ANNEALED ALED GLASS MAAVTAOT2RED BY GUARDIAN 2.5,'I6'600 1 2'SSI2264E-TE226p5R10MppC1 DO 1S1Ei)NTERI INf'AOT VINUIW iRA1iE.W FRANC TO 3.11/64' X 1/2' SCREW - USED TO FASTEN DECORATIVE PLASTIC IIDLOED W1NDNW FRAME TO THE ASSEMBLY SECTION C -C IMPACT WINDOW DETAIL 240*. DORASATE CENTER HINGE ATTAtl1ED NIX HEAD SCREWS PRODNETNNvisea smotA iMAhIAOFlOeide Aeavawee 3 5/0' X 62 GA R TRUSS ATTACHED V/ f2) 1/4' X 3/4. HEX HEAD SCREWS PER STILE 3 5/5' 2ffi4. R -TRUSS ATTACHED W f2) 1/4' x 3/4' HEX HEAD SCREW AT EACH 6E41700 STILE P8082UyTy�1*gSVWED Ad044044 with txi 81e r He M3 il'lll7Y ELY 65RP8® VIEW A SkMNNE 8 8 RAM 1018C221A C JDOm 414238 MISS 9'x14' DESIGN LOADS PrP 87.6 BSA' -07.6 PDF� DM 9T 501 12/5/11 NR 10/28/13 HR' yg 04:05‘,.S! e L + . fz rc1 r•.= ar[e� + 6F1 ;' 7'. .. WOE MISSILE 11 + REIR ANCE FL ++ ......... arr W CARRIAGE COOT VODMLWdALEN, R.C. B)103 VWANARRCOH MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SHORT, LONG, I+LUSH & OAK SUMMIT PANELS SRI DRAW 81 05 DALE 2I/OT DININ 489ER B '28*508T 88 pa (AMR IRC -1209-189-21-1 SIB 3CT4 • • ••• • • • •• •• • • • •• •• •• • • • • • ••• • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • i ••• • • •. • • • • • ••• ••• • TABLE 1 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 • 1• K L MN S 13'6" 21" 21" 21" 21" 21" 18" 18" •21" Mat'!1:Lgti 321111 r ;fiat N 10 q1:8".4 k 12!�''1 21" 16°:68" • i • 1188"" 21" �6"��:� IMAM gyy1�8" :(4:gi J'G:..E y11'�,8"y 12 ••A118"" MIN .�1�yy8" .i211k+ X18""J 3SIAY� Pat 11' 6" 21" 21" 21" 18" 18" 18" 21" `" ' DO. uG2 8' 3"14"277"• 10'6" 21" 21" 21" 21" 21" 21" , I,I?g i Vizi alli MA tft AO -1 9'6" 21" 18" 18" 18" 18" 21" ifileNetat a* Kiti MR gr* ION OM 8'8" 21" 21" 21" -18" 21" 3" WOKON4,94140:n 27° tf,gt; Ain *Le 7 6" 18" 18" -18" 18" 18"- 6' 6" 21" 18" 18" 21" • • •• • • ••• • • • • • • • • • • • . • •• •• • • • • • •• • • • ••• • TABLE 2 DOOR HEIGHT • • TRAGIC A'I=ACHIAgNT •. • • • SPLICE A BCD E• C3' :1 • 1• K L MN S 7' 3" 14" 27" 38" 38 "tAa 16°:68" • i • 78" MdiEA�aa 1 i2l �. gx�A �a. }� `" ' DO. uG2 8' 3"14"277"• 38"- 46" 56"68" .78" •taF�y4',i in V IN �A 5l1 46 P 68" 57 78" 141S 88" 31 .021i a lCpQ•F41. 100" 9' 3" 14" 27° 38" 46" 56" 10' 3" 14" 27" 38" 46" 66" 68" 78" 88" 100" 112" 9,L I fl14''af 114423 ?§.13 0,1.1 iga opg WI :' • 1:8T 11' 3° 14" 27" ..T 38" 48" 66" 68" 78° 88" 100' 110" 124" 002 =t ak rala10.000 AM VIM AO 1.10 i A% 1;1E 1n: ' It,1 4" 12' 3°• 14" 27" 38" 46" 66" 88" 78" 88" 100" 110" 122" 136 WON .$'i1' ;rt0.0 14§31000.03 ON 122".11364° Olt OM. 14" 27" 46"�g 68"6p� 788".j 114" �D7y�,Y.A6'tdl`.{i aim= gg33q",,/1 i4Yt33 4 t7i .�3Q8Q" �StFl U 74f X�66�6" :Y S W t Kti ��888"_1000°° MUM � Mie I.o9, fag 10. AM X1448" 'ar.."' '`.lam"' 14' 3" 14" 27' 38" 46" 68" 68" 78" 88" 100" 114" 122" 134" 146" '160" ALL TRACK ATTACHMENT SPAC NO +1-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY 0.9 P85 A 8D18S S WO2!D TOM MO C ImmCIA= • I/Y/OS (ST 1P/S�t SSR ro/2aps 99 p SHE/4y .**4,, 9. 11 1$ IV ,•+••+... , '. •,,,; DESIGN (AADS " �`� 0� +57.0 PSF ea n- a- ABfi79 -87.b PSF• sir nt: c tARDE AbssR.E a/O1 L -11 RESISTANCE FL ''••••••.,••••'•• arr 163 MUM CDA%T * T0"-SAtnb 11C. 27103 444✓CtAWiC0i1 7 MODEL #1200 HERITAGE 3000 MODEL #1.200 OAK SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS 99 mix BT SN6 OAR wisp ISA6416IWO 8ODDn sr DATE IRC -1269-I89-21-1 SRO 4 tf 4 RCF 1L88 cou�zr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIA sII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room'208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy AWP Windows and Doors, LLC 8130 NW 74rh Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "580" Aluminum Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. W96-38, titled "Series 580 Alum Single Hung Wivelew•(N.I.)" Sheets 1 through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared Fly Ad'F.arooq 06ff/oration, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Reui3'ior tamp with the Notice of Acceptance number and expiration date by the Miami -Dade Corin oduct Control • •. • Section. ••••• •••••• • MISSILE IMPACT RATING: None. •"" "" • LABELING: Each unit shall bear a permanent label with the manufacturer's name•or logd, btty, statt3' • • • • model/series, and following statement: "Miami -Dade County Product Control Aeill°.Y.d", unlet :oftierwis�e ••• noted herein.• • RENEWAL of this NOA shall be considered after a renewal application has bei n filed and re 1•ias befen no change in the applicable building code negatively affecting the performance of tuts product! • • • : • TERMINATION of this NOA will occur after the expiration date or if there has been a revision oar 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 NOS shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-0906.06 and consists of this page 1 and evidence pages E-1 and E-2,.as well as approval document tnentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADS COUNTY ,. .2 APPROVEE1 NOA No. 14-0722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 2014 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W96-38, titled "Series 580 Alum Single Hung Window (N.I.)" Sheets 1 through 5 of 5, dated 10/10/96, with revision J dated 09/22/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window glazed with '72" tempered insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7568, dated 04/26/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per ASTM 588, TAS 202-94 •••• along with marked -up drawings and installation diagram of a Serigs.580 eyebrow top • aluminum single hung window, prepared by Fenestration Testing Laboratoi`,;?nc., •. Test Report No. FTL-5343, dated 10/09/07, signed and sealed! ' Trios • S. !.ionda, • P.E. (Submitted under NOA#119-0316.10) • • • • • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • • •• •• • • • •• • • 2) Uniform Static Air Pressure Test, LoadingrrniC T4SS r44-94 3) Water Resistance Test, per FBC, TAS 20214 • • • • • • • • 4) Forced Entry Test, per ASTM 588, TAS 2t 2-4: • along with marked -up drawings and installation diagram of a seriee.580 rants top . aluminum single hung window, prepared by Fenestration Testing Laboratory.? I;.c., • • Test Report No. FTL-4443, dated 01/26/05, signed and sealed by Edmundo • • Largaespada, P.E. (Submitted under NOA#09-0316.10) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per AAMA 1302.paragraph 5 3.1.1 to 3.1.5 along with marked -up drawings and installation diagram of a series 580 aluminum single hung window, glazed wI 3/16" temp. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) Manuel Pere*, P.E. Product Control 1xaininer NOA No. 144722.07 .Expiration Date: November 14, 2017 Approval Date: October 02, 2014 E-1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 20.2-94 2) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a Series 580 Aluminum Single Hung Window, glazed with 1/8" atm. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3861, dated 08/07/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02-0507.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/01/14 and revised on 09/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. •••• • . • . F. STATEMENTS • •• • 1. Statement letter of conformance, complying with the FBC 5th 1 trn (2011'}, and of no financial interest, dated July 1, 2014, signed and sealed by T"uclAlunad.,15..E. 2. Proposal No. 13-0640 issued by the Product Control Section,'riatt i July t i.24P13 anti.. • • revised on August 01, 2013, signed by Manuel Perez, P.E. • •• • • • • 3. Asset purchase agreement dated March 20, 2014, signed by MIIPttttl Schrrtmiz, Chief . Executive Officer and President, Trulite Intermediate HoldingiL4C:and Mr. Tim .'. Moris, Jr., President and C.F.O., AWP Windows and Doors, I,LC.. . 4. Letter from owners of existing NOA stating that they have soit.a11 assets ta ▪ the. . applicant, that they no longer manufacture the product and relinquish their rig.14 to the current NOA, dated June 24, 2014, signed by Mr. Kevin Barrett, Chief Financial Officer, Trulite Window & Door Solutions, LLC. • • • G. OTHERS 1. Notice of Acceptance No. 12-0906.06, issued to Trulite Window & Door Solutions, LLC, for their Series "580" Aluminum Single Hung Window -- N.I., approved on 12/06/12 and expiring on 11/14/17. E-2 Manuel Pc, P.E. Product Control ExOniiner NOA No:44=0722.07 Expiration Date: November 14, 2017 Approval Date: October 02, 2014 O 8 SERIES 580 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 8Y SIDE COMBINATIONS OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOW OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO 13E HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FALSE UUNTINS (SURFACE APPI IFO) MAY BE USED `.\ 53 1/8" WINDOW WIDTH 50 1/8" O.L. 13 5/8" MAX. A OPG (FIXED) 6" MAX. HEAD CORNERS FOP CORNERS OF ARCH TOP WOWS. TO 85 SECURED —` 8Y SCREWS OR SPOT WELDING 48 1/2" D.L. OPG. 50 11/16" VENT WIDT11 TYPICAL ELEVATION TESTED UNITS •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• 53 1/8" WINDOW WIDTH 50 1/8" 0 0 • ••• • • • • • • • • • • • • • • • • • • • • • }I INSTALNATIOIN OF 61 S RFOCe1CT IN THE HVHZ AREA REQUIRES THE a o • T USC CO APPROVED CHUM. OR EXTERNAI PROTECTION DEVICES • • • • • • ♦♦ COMPLYING WIT* 1iVH0 REQUIREMENTS. f INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET 1 THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PRO EC 1105. D.L. OPG. (FIXED) 13 5/8" MAX. AI Ci 48 1/2" D.L. 090. 50 11/16" VENT WIDTH Engn AVM) AMAMI CIVIL FIA PE 70593 CAN. 5 4 6" MAX. HEAD CORNERS m$ MONOLITHIC GLASS I INSULATING GLASS ' NON IMPACT PRODUCT REVISED as complying with the Florida Building Code Acceptance No EspiroNonDate I ' r� Miami Dade Product Cotdrol z I%Z p W i¢ 0 0.1 0 08 C M gaQ< 0001 o mryN E 4.,;42 FAX (305) 883--3 Z 0 1 8 v o a 5 c y =I8 o ' Ili III drawing no.: W96-38! sheet 1 of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 008 • • DESIGN 1.051) CAPACITY - PSF WINDOW DIMS. 01ASS TYPE 'A' GLASS TYPE WIDTH 1 HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 60.0 80.0 60.0 125.0 19-1/8" 26-1/2" 37" 26" 42" (3) 48" 53-1/8" 19-1/8" 26-1/2" 37" 38-3/8" 42" (4) 48" 53-1/8" 19-1/8" 26-1/2" 37" 50-5/8 42" (5) 48" 53-1/8" 19-1/8" 26-1/2" 37" 59" 42" (6) 48" 53 -- I /8" 19-1/8" 26-1/2" GLASS TYPE '0' EXT.(+) INT.(-) 80.0 60.0 I 125.0 80.0 60.0 112.9 79.3 60.0 95.9 52.7 60.0 81.3 38.6 60.0 71.9 80.0 60.0 125.0 80.0 60.0 125.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 31.0 60.0 - 60.0 80.0 60.0 80.0 60.0 64.6 60.0 - 60.0 116.8 102_9 90.1 81.4 125.0 123.7 88.6 78.0 60.0 1 68.3 60.0 61.7 60.0 80.0 60.0 60.0 80.0 60.0 47.9 47.9 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 210.0 179.7 112.9 95.9 81.3 71.9 210.0 163.1 116.8 102.9 90.1 81.4 171.3 123.7 88.6 78.0 68.3 61.7 125.0 125.0 95.0 83.7 73.2 60.0 60.0 60.0 80.0 60.0 76.7 60.0 64.0 60.0 60.0 60.0 60.0 60.0 60.0 183.8 132.6 95.0 83.7 73.2 66.2 125.0 60.0 206.5 125.0 60.0 149.0 97.5 60.0 106.7 37 42' 8.1 (7) GLASS TYPE 'E' _..- - __._ 60.0 85.1 60.0 93.1 48" 1NT.(-) - 60.0 71.9 60.0 75.8 53-1/8" - - 60.0 62.7 60.0 65.4 19-1/8" 144.6 60.0 74.6 60.0 125.0 60.0 175.2 26-1/2" 127.4 60.0 64.1 60.0 113.4 60.0 126.5 37" 74-1/4" - - 60.0 82.0 60.0 90.6 42" (7) - - 60.0 74.8 60.0 79.8 48" 182.4 - - 60.0 65.5 60.0 69.8 53-1/8" (4) - - 58.0 58.0 60.0 60.0 19,-1/8" 94.4 60.0 100.7 60.0 125.0 60.0 199.7 26-1/7" 90.9 - -- 60.0 110.2 60.0 144.1 37" 76" - - 60.0 80.3 60.0 103.2 42"- (7) 60.0 123.2 60.0 73.1 60.0 88.1 48" 48" - - 60.0 64.5 60.0 69.9 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. �'IINDOVf WIDTH WINDOW YADTHJ WINDOW win LENCOY/ WIOTHJ APPROVED CONFIGURATIONS SHAPES SHOWN ABOVE OR SIMILAR 148" -ANN. GLASS (TYPE 'A') R -33/16"-ANN. GLASS (1YPE '8') 1 OR 13/16" - TEMP. GLASS (TYPE '0') SILICONE f GE SCS 1000 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS ALUMINUM BOX SPACER /• 11 • • •• SILICONE r GE -2800 • z r 72 cc TP •'. •M 0 • • • • • •gi ALUMINUM BOX SPACER `1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" TEMP. GLASS SILICONE GE -2800 • • •• • • • • • • / ••• • • • • 1 • • •• J I • li • • • • • • • • • NOTE: • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • GLASP TYNE "E'• • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) :44, OVERV INSUL. t s1 • • • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • GLASS TYPE "D' • •102" OVERALL INSUL. GLASS GLAZING OPTIONS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'E' GLASS TYPE "D' 9410TH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/6" 56.7 210.0 60.0 210.0 26-1/2" 56.7 201.9 60.0 201.9 37" 26" 56.7 144.6 60.0 144.6 42" (3) 56.7 127.4 60.0 127.4 48" 56.7 111.5 60.0 1 1 1.5 53-1/8" 56.7 100.7 60.0 100.7 19-1/8" 56.7 210.0 60.0 210.0 26 -1 /2" 56.7 182.4 60.0 182.4 37" 38-3/8" 56.7 130.6 60.0 130.6 42" (4) 56.7 111.9 60.0 115.1 48" 56.7 94.4 60.0 100.7 53-1/8" 56.7 83.3 60.0 90.9 19-1/8" 56.7 210.0 60.0 210.0 26-1/2" 56.7 165.0 60.0 172.8 37" 50-5/8" 56.7 112.9 60.0 123.2 42" (5) 56.7 93.7 60.0 102.2 48" 56.7 17.8 60.0 84.8 53-1/8' 56.7 67.9 ' 60.0 74.1 19-1/8" 56.7 182.2 60.0 210.0 26-1/2" 56.7 143.8 60.0 _ 177.9_ 37" 59" 56.7 106.0 60.0 115.6 42" (6) 56.7 86.6 - 60.0 94.4 48" 56.7 70.9 60.0 77.4 53-1/8" - 56.7 61.5 60.0 57.1 19-1/8" 56.7 163.4 60.0 210.0 25- I /2" 56.7 134.8 60.0 166.6 37" 63" 56.7 102.1 60.0 113.4 42" (7) 56.7 84.2 60.0 91.8 48" 56.7 68.5 60.0 74.7 53-1/8" 56.7 59.1 60.0 64.5 19-1/8" 56.7 111.1 60.0 210.0 26-1/2" 56.7 93.3 60.0 165.0 37" 74-1/4" 56.7 79.3 60.0 112.3 42" (7) 56.7 70.3 60.0 89.0 48" 56.7 63.6 60.0 70.6 53-1/8" 55.0 55.0 60.0 60.0 19-1/8" 56.7 107.1 60.0 210.0 26-1/2" 56.7 88.0 60.0 161.2 37" 76" 56.7 76.5 60.0 112.3 42" (7) 56.7 68.4 60.0 89.0 48" 56.7 61.3 60.0 70.4 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB Engr: 45890 ;HMO CIVIL FLA PE / 70592 0A.N. 47538 PRODUCT REVISED 70 complying wilh the Florida Landing Cato Acceptance No r.7? o L'rpirotion Unto �y 1 I Minim Dude Product Conitd 0 0 x 0 'ol 0 8 S6 oc 9. 1 droning no. W96-38 sheet 2of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. —\ FOR SPACING \ Ed A a < d ° y ° 1BY WOOD BUCK !METAL STRUCTURE) 5EE TYPICALELEVS. ANCHORS - / FOR SPACING WWI-DADE COUNTY APPROVED MUI1109 & MULLION ANCHORS SEE SEPARATE N0A 1 o e TYPICAL ANCHORS 1 -SEE ELEVS. FOR SPACING TYPICAL ANCHORS \ SEE ELEV.- FOR SPACING ;OPTIONAL IU 70 - �'%BGTT01.1 LATCH _j REGD. FOR WINDOWS i I WITH GLASS TYPES D & E ONLY i 0 I w V N WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 7TW' (Fu=125 K51, Fy=100 KSI) 1/4" DIA, ULTRACON BY 'ELCO' (Fu -177 K51, Fy-155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 912 TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. .090") INTO METAL STRUCTURES STEEL : 12 CA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-I5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 P51 MIN. C-90 I-OLLOW/FILLED BLOCK AT JAMBS t'm = 2000 PSI MIN. •• ••• • • • • • •• • • • • • • • • • • • •S Ti • ••• • • 9,LL•LOWER•FRAME•ANS VENT•CORNERS, AND HEADS OF INSTALLATION • • •• SCREVOS• AT SILL T' BC S}1i-LED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. x4 • ••• • • • • • • • •• ••• • PADS' ONIi 1,16" S< '4" ADiIESWE CLO0ED CELL FOAM PAD AT EACH END OF IFIXED NITGti RAM_ • • •• • • • •• • • Nr 11014§: ••• ••• 9 ° W1 - 3/4" WEEP NOTCH AT EACH END ••• • • • • • • • • • • • • • •• •• ••• • • • • •0• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • EngH JAVAO AHMAD CML FLA. PE) 70592 C.A.N. 3'38 014 PRODUCT ILF.VISED as complying with the Florida Building Code Acceptance Nb. C ' ,. Expiration Date, 5,, %II A4famtDade Product Control 4 it 6 ale drawing no. W96-38 sheet Sof 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING �1 METAL STRUCTURE TYPICAL ANCHORS 6ilAM1-DADE COUNTY SEE ELEV. APPROVED HELLION --, FOR SPACING SEE SEPARATE NOA I { 'r t I9TI -- I I II - 1, "T_ i WINDOW WIDTH_ yr 1/4' MAX. SHIM VENT WIDTH D.L. OPG. W18111.1W WI11 16 ITEM A P. B REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARES 1 YE -169 1 FRAME HEAD - 8063-T5 - 2 YE -167 1 FRAME SILL 6063-T6 - 3 YE -102 2 FRAME JAMB 6063-T5 - q YE -152 1 FIXED RAIL 8063-96 - 5 YE -151 1 VENT TOP RAIL - 6063-T6 - 6 YE -168 I VENT BOTTOM RAM. 6063-96 - 7 1E_92 2 PENT JAMB 6063-I6 - g - AS RFOD. GLAZING BEAD - _-- ALUMINUM 9011 FORMED 9 TH-528 2/ VENT SASH STOP, 3" LONG RGID VINYL - 10 - 2/ VENT BLOCK & TACKLE BALANCE - - It TH-505 2/ VENT BALANCE CUP ALUMINUM - 12 Y1 -I-622 AS RE00. BULB YYSTRIPPING VINYL SINGLE ROW 13 Y11 -4004 AS RECD. FIN SEAL \'STRIPPING .187 X 250 WOOL ULTRAFAB 14 YH-504 2/ VENT SPRING LOADED VENT LATCHES NYLON/CELCON AT 13' FROM ENDS I4A YH-515 2/ VENT SWEEP LOCKS ZAMAK AT 11" FROM ENDS 15 71-1 8 FRAME ASSEMBLY SCREWS (ai 0 X 3/4") CRS PLATED, PH SI.15 16 YF 10 2/ VENT FIXED RAIL SCREWS (N8 X 1') CRS CAO PLATED. PH SMS 17 YF -12 6/ VENT_i VENT ASSEMBLY SCREWS (#8 X 1-1/4") CRS CAD PLATED. PH SMS 19 YF 6 1/ CLIP (110 0 1/4" PH SMS POINT B __ - 20 YF -14 2/ LOCK SWEEP 10CK SCREWS (138 X 5/8') - OH 51.15 21 90-1555 2/ VENT SELF ADHESIVE PAD (.3/5" X .31" X .75") 0043.3 - 22 YH-519 2/ VENT BALANCE CAM PLASTIC - _ 23 YH-590 T REINFORCING BAR (RECD. FOR INSUL. GLASS ONLY) STEEL HRB93 24 -- 2/ VENI SASH STOP (1' X 1-1/4" X 1/16") ALUMINUM ON 74-1/4' HIGH ONLY 25 - 7/ 1100 SETTING BLOCK EPOTA DUROMETER 8045 SHORE A 1/4' SHIN MAX 22 21 • • • • ) • • • • • • EXTERIOR•• ••• •• • D.L. OPG. O .4.1 • • •• • ••• • • • • • • • • • • • • • WINDOW WIDTH • • • • • • • • • • • • • •• • • • •• •• • • • • ••• • ••• • •• • 1BY / W000 BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM TYPICAL ANCIIORS SEE ELEV. FOR SPACING ?BY WOOD RUCK \Q9 / WOOD/ STRUCTURE Envy: JAVA0 AHMAD CML FLA. PE Bl" 0582 CA33. 14 P1L000CT REVISED us complying With the Florida Bonding Code n n Acceptance No 1 'r Cxpirat rl DW>•%� e �3iV • IIy�`.'T<.€+.°.s.L..s:---i,�-X11'-2. (itionjt Dade Pr i(R9F control va i5 5 5 0. n .�.Ir drawing no. ' W96-38 sheet 4 o 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD .812t 2 1.437 .081 if• i I—ll U 141.062 d AXED RAIL VENT TOP RAIL .625 3.125 2.687 1.562 - ---.055 r 4 -I .812 VEN1 130110M RAIL 2.563 l 1 625 FIX. RAIL REINF. r-1.1251 VENT SIDE RAIL 2.174 3.527 gg .815 .055 FRAME SILL 3.027 FRAME JAMB 3/4" WEEP NOTCH AT EACH END OF SCREEN RETAINING LEGI •• ••• • • • •• • • • • • • • ••�� • • • • • • • •S.Y.:•YE C;IiRNER DEW., • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • ••• • ••• • •• • S.H. VENT CORNER DETAIL Engr: JA5A0 AHMAU CVit. FLA. PE ¢ 70592 CAN. 3538 .UE)UCT REV ISEU nunplying will -elite Florida ;nilding Code .\cceplwlco No I4-•72 '1'77 - 7 FNpirotion Done raC'„ ;yr LC 17 lly ) % i4U(� i • _jE?f Miami Dadc Product Control eiscumeno N ry r � d l 'i drovring no. W96-38 sheet 5 of 5 • • • • ••• • • • • • • • 1 • • • • • ••• • • • • • • • • • • • • • • •• Of • • • •• •• ••• • • • ••• • • a Florida Building Code unhine �c is -itio►ag BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff Product Approval USER: Public User rrodur1 Apo, r!Va �uU > Product or AmIr:41 eeat.h > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method Quality Assurance Entity Contract Expired Product Description Approved for use outside HVHZ Design Pressure BCIS Site Map Links Search Refine Search 4904.1 ALL ALL ALL ALL ALL ALL ALL Search Results FLA - Applications Typg Manufacturer va..iidpted._..y Status FL4904 P./ l-iistery. Affirmation Masonite International FL#: FL4904.1 Model: Wood -edge Steel Side -Hinged Door Units Description: 6'-8" Opaque I/S and 0/5 Single Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies .... _, __.-_.,.,_. -.. *,... or, ..di..r r1,e rnrnmrcoinn National Accreditation & Management Institute (804) 684-5124 •••• • • •• •••• • • • • • • •••• • • • • • • if necessarv. • • • • • • • Approved • • • • • • • • *Approved by DBPR. Approvals by DBPR sha • •••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-18r e • • • • The State of Florida is an AA/EEO employer. Copvrioht 2007-2013 State of Florida.:: Privacv Statement ess.,,M_ ___ :: Refund %tatement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response Z a public- cords reJit do.po send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487 ap uant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wide an email address if• they have one. The emalis provided may be used for official communication with the licensee. However email address& are flub* record. If you do not wish to supply a personal address, please provide the Department with anemail s address which hch click can made ' available to the publi& Iib det&mine if pale* a licensee under Chapter •• Product Approval Accepts: •••• • ••• • • • •• • ••• • •••• • • • https://www.floridabuilding.org/pr/pr_app_lst.aspx tq::;11;0110,5M Credit Card Safe security i. ;TRT • •• • 5/29/2017 • Florida Building Code Online r BCIS Home Log Ing User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User rroluct Approval Meru > pro1uct or ApolicaUon Search > poolica'lnn Li,+ > Application Detail FL # Application Type Code Version Application Status Comments Archived FL4904-R7 Affirmation 2014 Approved Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Steve Schreiber sschreiber@masonite.com •••• • • • • •••• • • • • •• • •••• • • • • • •• • • •••• • • • •••• • • • • •••• •••• Category Exterior Doors •, •••• • ••• Subcategory Swinging Exterior Door AssemDlips • • • • •• •• •• • • Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing • •• • • National Accreditation & Management•Institute •• • ••• • National Accreditation & Management Institute • • • • Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A • • • • • •• • • bttps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbb1S... 5/29/2017 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/29/2015 04/29/2015 05/04/2015 .0ag,c z. k i -r FL # Model, Number or Name Description 4904,1 Wood -edge Steel Side -Hinged Door Units 6-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FL0128-05 for details. Certification Agency Certificate 01901 1 7 C CAC NI006110.01.0df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions F1.490d R7 II FL0128.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports .1004 P7 AE 504A.pdf Created by Independent Third Party: Yes 4904.2 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. When large missile impact resistance Is required, hurricane protective system is NOT required. See DWG MA FL0129 05 for details. Certification Agency Certificate f -L4904 R7 C CAC NI006110.02.0df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions I L43071 27 _JL-FL012y.,p_gf Verified By: National Accreditation & Managenje43 Institute Created by Independent Third Party: • • Evaluation Reports •• •• • •• •••• • FL4904 R7 AE 503A,pdf • • •• • • • • a• Created by Independent Thi‘rrt�r:Yes • • • • • • 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and 0/S D8grangpPw/o Sidejitee•• • •, • ••• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6-8" max nominal size. When large missile Impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO128-05. Certification Agency Certigigdtg• • • • • • • • 1-L4904 R7 C CAC NI006110.01.Ddf Quality Assurance Contra:Lhtr$tion Date • 12/31/2020 • • • • • Installation Instructions • • • • FL4904 R7 II FL0128.ndf • • • • Verified By: National Accredit,'>aon at ManageriMt Institute • Created by Independent Third Party: • • Evaluation Reports FL4904 P7 AE 502A.pdf Created by Independent Third Party: Yes 4904.4 Wood -edge Steel Side -Hinged Door Units 8'-0" Opaque I/S Door w/ or w/o Sidelites • • • • • • • �• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system Is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL4004 P7 C CAC NI006110.02.Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R7 II FLO129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1 L4904 P/ AL 501A.pdf Created by Independent Third Party: Yes 8'-0" Opaque 0/5 w/ or w/o Sidelites Certification Agency Certificate y.)Q(I_ p/ C CAC' NI006110.02.NI https://www•floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbb1S... 5/29/2017 • • Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 1 445V ✓ va , Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions I L4 .1)j._R7 I1 I Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL49Q4 R7 AL 501A.psJf Created by Independent Third Party: Yes 4904.6 Wood -edge Steel Side -Hinged Door Units 6-8" Glazed I/S and 0/5 Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes 1L4904 P7 C CAC. NI006110.03.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the I_0.0_04_R7_ II._FL0130.P Jf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation & Management Institute Zone, and where pressure requirements as determined by Created by Independent Third Party: ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports Structures, does not exceed the design pressures listed. I I I )O-1 k AL 502A.pdf Created by Independent Third Party: Yes 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. 4904.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate FI_4904 R7 C CAC NI006110.04.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions • • FL4904 R7 II FL0131.pdf • • •••• Verified By: National Accredit@tjoO1 8:Manageryer institute Created by Independent Third Party: • • • Evaluation Reports • FL4904 R7 AE 501A.pdf • Created by Independent Third Cay: Yes • • • • • • • • •••• •••• 4904.8 Wood -edge Steel Side -Hinged Door Units •• 8'-0" Glazed 0/S Door w/ orvIF/o iSidelites • • • • • • • • • • • • • •• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When Targe missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Certification Agency Cert'icate ; FL=lnC4 R7 C CAC NIOOG110.04. df Quality Assurance Contract Ey,plyption Crate 12/31/2020 • • • • • • • Installation Instructions •• •• 11_4904 P7 Il I L0131.0df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1-Ld904 R7 AE 501A.pf Created by Independent Third Party: Yes • • • • • ILarh Viorti Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850- 7-1824 The State of Florida is an AAIEEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In responseto ae public rcords r. request,eso not send nt to electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any mstiit provide a the contactac850. 7.1 9 .mall address to If Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, they have one. The .malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address FS wphich lease nlibe e made available to the public. To determine If you are a licensee under Chapter Product Approval Accepts: 051 1101 I M1e:kl • •••• • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbb1S... 5/29/2017 .Nlonda Building Lode online Credit Card Safe ... •• .... • .. . .. • .... . • • .. • • • •••• •••• • . •••• •••• •• •• • .. • • • .. .. • • ••• • • • ..• • • • • • • • ••• • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbb1S... 5/29/2017 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: NI006110.01 07/23/2005 12/31/2020 11/21/2014 Product: Wood -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). ational Accred><tation & Managcme'lt >t , •g Tel: (804) 684-5124/Fax: (804) 684-5122 ••• • • • • ••• • • • • • • •• • • •• • •• • •••• •• •• •• . •. . . •. . •. •. . . NAIYICAIITHCIRIZ,JrSZ NATURE: Glazed or Opaque Maximum Size Structural Design Pressure Water Test Pressure Missile Impact Rated Test Report Number Drawing Number & Comments Configuration Inswing or Outswing Opaque 3'0" x 6'8" +76/-76 2.86 psf Yes NCTL-210-2929-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 X Single 1/S X Single O/S Opaque 3'0" x 6'8" +76/-76 8.25 psf Yes NCTL-210-2929-1 Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX Double IIS Opaque 6'0" x 6'8" +55/-55 2.86 psf Yes NCTL-210-2930-1 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 Opaque 6'0" x 6'8" +55/-55 8.25 psf Yes NCTL-210-2930-1 Maximum Panel Size: 3'0- x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 XX Double O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/-55 2.86 psf Door -Yes Sidelite-No NCTL-210-2930-1 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6-8" Anchor Detail-MA-FL0128-05 XO/OX Single w/Sidelite IIS XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 6'8" +55/-55 8.25 psf Door -Yes Sidelite-No NCTL-210-2930-1 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 OXO Single w/Sidelites I/S Opaque Door Glazed Sidelites 9'0" x 6'8" +55/-55 2.86 psf Door -Yes Sidelites-No NCTL-210-2930-1 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 30" x 6'8" Anchor Detail-MA-FL0128-05 OXO Single w/Sidelites O/S Opaque Door Glazed Sidelites 9-0"x �i • •+�y--� • • • 5� • • • 8.25 psf SDoor-Yes Sidelites-No idel t NCTL-210-2930- I Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Anchor Detail-MA-FL0128-05 Opaque Doors Glazed Sidelites 12'4" x'&" • • • • • + 51-55. • . • • 2.86 psf Doors -Yes Sidelites-No NCTL-210-2930- I Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0' x 6'8" Anchor Detail-MA-FL0128-05 OXXO Double w/Sidelites 1/S OXXO Double w/SidelitesAnchor 0/S Opaque Doors Glazed Sidelites 12'4" x••6'8'.. • ••• • • •• • •• +• �y--• 5 �. • . • • • • • . •• • �. • 8.25 psf • •Sidelites-No • • Doors -Yes NCTL-210-2930-1 Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8" Detail-MA-FL0128-OS - • fInuet't t •I, . %4T9G 4 e©• T e�Vashingtnn Memorial Hi!hwav/Haves, VA 23072 ational Accred><tation & Managcme'lt >t , •g Tel: (804) 684-5124/Fax: (804) 684-5122 ••• • • • • ••• • • • • • • •• • • •• • •• • •••• •• •• •• . •. . . •. . •. •. . . NAIYICAIITHCIRIZ,JrSZ NATURE: 58109 -11 'ODVDIH0 1S0M .ON SIMOd 9961, 'dIdO0 l VNOI1 VN H31 NI 31INOSVIN S3ION 1V83N39 TJ SNOIIVA313 IV�IdU :A18113SSV 210 18Vd SNOISIA3 J 21000 1331S 0003 000/1 300VdO ,8,4 318000 ,130008d 8000 8012111X3, 1311006d I.9 SMS SMS SMS SMS 31V0 HLON31 M32J3S 30NIH 633Vd1S OQ(JV s3IVcdn OSIn NOI1v0III21v13 -1v130 80 Z/l e0 sl Zl Ol Z 11 11/61/6 'ON O (n 0 0 N 0 0 , i O 149" MAX. OVERALL FRAME WIVP1 OSZ'6L .0101314 l3NVd 'XVW 9 O o N cc Lu O -JQ W 0 Iz H- -‘.s.`; W ' VQ 2 O p11.1 Lij Z m 20 W0 . Zo 1 .0.1.0 'XVNI „C9 ,518'!8 IHOI3H Weld 'MN 0 0 W O W QW J w y oawgP-coO iUw Z., W N 4 J on-o�n p ~ W 7� 7 N WNq In L 0, w h V J d Q N WwWW K 1509 2U pa g � z zXa00 o0 gw z� a z N >p1 v0 O W 2 F pmZa OU KO w¢ 04 5¢WN0 g0 wN vI,i KU ci WZUN �W E WO 1.. W (5p�00 inv.,S an � r 0 �-� W a w C) W J WzpmH r? 0(Wi) wa w �_ �0 0 v(oaow wmn QE °Li Zz1 , 0Va In VI x a on N w Z5.(0W� Z 4 4 I'd W U 0 2, <oM-9 Uw W0 6E 00 i50o70>- 64 7 Z fM1,i�n0n xU U 0 a 0 O A a z z 0 O 176 2 0 7.507 DIFF m O ¢ a z 0 0 U 4 N 0 Z z K CO 0 K 0 w O U • x 0 z w Q J DOUBT F DOOR UNIT W/SIDELITES 3 -14 CL CC O z 6 1M 00 D 0, )_.-1 • • •••• • • • • • )_ D z • • • • Et D • L. —0 0 O (OW Lap U C K K oz 6 W N O. 41 00 F LL Z CO4.1 O w 0 w 7 2 I z w 0 tn 0- a 0 0 •• I� •1 2.44 a 0 O 0 0 TABLE OF CONTENTS O a 0 0 0 la I (00 (0 7 WQ U )0 O 0 0 0 7 21 tal to N LSD 1) ED 0fi-0 ID D 1= I 1 J1 1I i z 6 1M 00 D 0, )_.-1 • • •••• • • • • • )_ D z • • • • Et D • L. —0 0 O (OW Lap U C K K oz 6 W N O. 41 00 F LL Z CO4.1 O w 0 w 7 2 I z w 0 tn 0- a 0 0 •• I� •1 2.44 a 0 O 0 0 TABLE OF CONTENTS O a 0 0 0 la I (00 (0 7 WQ U )0 O 0 0 0 7 21 tal to N a SEE DETAIL "D" w W1. !! SEE DETAIL DETAIL "D" #8 x 2-1/2" #10 x #10 x 5/8" x 2-1/2" #10 x 5/8" #8 #10 x 2 1.375`lip J --'----1s INSWING THRESHOLD • FRAME / DOOR • DETAIL "C" • •• TYPICAL #10 x 1' #i0 x 3/4" •• • • • , • AIS• I",ASTRAGAL •• STRaAL• RETAINER BOLT • •• • RIE:P1 ATE•Tip FRAME ••• •• • AS 4SHOYN. aaaencIumtaNAM 0.962"• • • • • • • • I • • • • • 464TICalblik.4 •t t •C 4.1f a i -g i/ • •1 •• • iReviend IF 0 • •• y'; •;° -- •• •• IDat6Rev9t• •• •,/ c./.. •— • • • s • • ••• • •••• •• •• • OUTSWING THRESHOLD CE o Co U O J C Q ti Q (/) CC S C) 0 LU z �U z tt) C: o ASTRAGAL RETAINER BCLT HOLE MUSE BL DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DOY! 995 DOW 995 E7 ER!09 TYPICAL GLAZING .G (1/8" TEMP. GLASS) W/ OPTIONAL DECORATIVE NSERT ALUM. S1LLL OR BU -fl. SPACER 1/2" SITE #6 X -1/2" PHS JNTERIOR DETAIL PART OR ASSEMBLY. 3 z 0 0 to a 1-v1 o'M a 0) 0I xi Q 0) 0) m o\0 o N N•- 0 0 W 0 U O] O z DATE: 7/ 1/05 SCALF: N.T.S. DWG. er: SWS CHK. BY. DRAWING NO.: DWG -MA -FL0T28-05 sAEFT 2 OF 3 i -•-i �- • • • •0• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 00 60 • • • •• •• 0110 • • • 000 • • 1 SEE DETAIL "C" SHT. 2 SEE DETAIL _ "E" SHT 2 3" x 6" 1 — 6" 3.. W cat SEE DETAIL 'D" SHT 2 0 w w 0 0 I--31 c 3 s -r DETAIL. "F" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR .ANALYSIS FOR _OADING COND;TIONS PREPARED, SIGNED AND SCALED 3Y LUIS R. LOMAS, PE (FLORIDA 462514) WTH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAM3, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB JNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATFD 3" FROM FACH FND AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE . ••• • MINIMUM EMBEDMENT OF 1-1/4". • • • • 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO •�• • •• • TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VAI UE STRENGTH OF ANCHORS 171 LBS. •• ••• • • • • •• • • •• ••• • • • • •• • • • • .56 i MIN ••• • .6' 1— 1_ 6" OE HARDWARE SCHEDULE ALLY SPACED 0 B 0 1 KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCI-4 AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BU -T HINGES • •• qr.; • • •• • • • • • • ••• • TYPICAL W000 BUCK ANCHOR INSTALLATION MAX" SHIM 0 • • • • • • 0 1M" IN CL -I 1-- TYPICAL _ ` MAX" SHIM TYPICAL MASONRY ANCHOR INSTALLAT'ON AddeturnWWWI CerecatI1Nb.: xi!aoUfra 7,q Reviewed By r t Dale Reviewed:; , /, 0 0 a PART OR ASSrM ILY: cc 0, 0 0 D. :n 1- 0 z w 0 LI 0 2 >- m 0 0, 0) m cc c 0) N EN EN 10 0 w 0 0 m 0 z 0 C tr 10 DATE: 7/ 1 /05 scALE. N.T.S. DWG. DT: SWS CHK. BY: DRAWING NO: DWG -UA -FLD)28-G5 SHEET .3 OF S • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO130-05 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FL0128-05 DWG-MA-FLO151-06 DWG-MA-FLO153-06 DWG-MA-FLO155-06 DWG-MA-FLO156-06 DWG-MA-FLO160-07 DWG-MA-FLO162-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member Thickness: ts" 1.000 in Side member dowel bearing strength: F. = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 Allowable Design Value: Z'= 171 lbs/anchor Fastener type: 3/16" ITW Tapcon Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Tabulated shear design value: Z = 112 lbs Minimum edge distance: Tabulated shear design value: Actual edge distance: Design value per interpolation: Allowable Design Value: Z= Z= Z'. DWG-MA-FL0168-07 DWG-MA-FLO170-07 DWG-MA-FL0172-07 DWG-MA-FLO174-07 DWG-MA-FLO175-07 (NDS 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: t", = 1.500 in Main member dowel bearing strength: Fu = 3,350 psi Screw bending yield strength: Fyn = 80,000 psi Tabulated lateral design value: Z= 107.0 lbs Mode IV 2.63 in 197 lbs 2.50 in 189 lbs 189 lbs/anchor N.O.A. 07-1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: • • €.25 in • •• • 3.00 in •••••• 1.00 • •••• • • •••• • • •••• • • ••• • •••• • • • •• • • •••• • • •••• • • • • • • • Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Pressure against stops with bump threshold: 36.38 A1; A2 HA2 / Al 79.25 Single. Pressure away from stops: 36.38 Al , Al 1 of 2 79.25 npressure: • • • • • • • • • 85.0 psi• • • •• • • • • • ••• • Zone Area (ft2) Load (lbs) V Ind. (in) Max. O.C. (in) Anchor •' Result Cap. (lbs) QtY Load (lbs) A1 2.3 195 N/A N/A 171 2 98 OK A0 7.7 656 6.00 18.00 171 5 131 OK essure: 85.0 psf Zone Area z (ft) Load (lbs) lbs J Ind. iQtY (n) Max. O.C. (in) Anchor Result Cap. (lbs) Load (lbs) Al 10.0 851 6.00 18.00 171 5 170 OK 00 /oil r w r� *• �5 t*`... TAT 0 �... ////,�Q'IN AL.Sf\\ • • • • • • • • • • •• • • • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 • Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 504A Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 \A1, A2 A2 Anchor Locations: 79.25 6.00 TYP. — 6.00 13.45 MAX. O.C. 6.00 • 79.25 18.19 36.38 6.00 TYP. Design pressure: 85.0 psf ZoneO.C. Area (ft)z Load (lbs) Ind. (in) Max. Anchor Result Cap. (lbs) Qty(in) Load (lbs) Al 2.3 195 N/A N/A 171 2 98 OK A2 8.9 753 6.00 18.00 171 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 2 •••• • • • • •••• • • • •• • •••• • • • •• • • •••• • 0 •••• • • •• •• • • • • • • • • • • •• • • • • • • • •••• • • • • •••• • ••• • • • •• • • • • • ••• • • • •• • • • • • • • • • *.-?..*Ao74951/...L.L*'::3 Luis R. Lomas P.E. FL No.: 62514 1/7/2010 ra. c i"4 - r-18$ • FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Juan Del Rio Residence Builder Name: Street: 123 Nw 97 St Permit Office: City, State, Zip: Miami Shore , FL , Permit Number. Owner. Juan Del Rio Jurisdiction: Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 1 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 297 Conditioned floor area below grade (ft2) 0 7. Windows(24.8 sqft.) Description Area a. U -Factor. Sgl, U=1.06 24.75 ft2 SHGC: SHGC=0.50 b. U -Factor. N/A ft2 SHGC: c. U -Factor. N/A ft2 SHGC: d. U -Factor. WA ft2 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.500 8. Floor Types (297.0 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 297.00 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (592.0 sqft.) Insulation. • •Area a. Concrete Block - Int Insul, ExteRor . R=5.0 ' •.497760 ft2 b. Concrete Block - Int Insul, Adja . :=5.0 ...94.40 ft2 • • c. N/A R= • • • • . ft2 • d. N/A • R= • ft2 • • 10. Ceiling Types (297.0 sqft.) • • • • Insulation• • •Area • • a. Under Attic (Vented) • R=30.0 • 297.00 ft2 b. N/A "" R. • ft2 . • c. N/A • R= .' :': ft2 11. Ducts • • • • • •• Fr ft2 • • • • •• • •• ' • • . • 12. Cooling systems •• • • Btu/hr• • • • Effigy iency • • a. Central Unit 9.0 SEE•Re•16.00 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 9.6 HSPF:9.00 14. Hot water systems a. Propane Tankless Cap: 1 gallons EF: 0.820 b. Conservation features None 15. Credits None Glass/Floor Area: 0.083 Total Proposed Modified Loads: 20.69 PASS , 0, ,,..Tota' feline Loads: 28.07 I hereby certify that the plans a specifi , s cover�ed,'by . ; y on this calculation are in co p n w ' . e° 'koiida er ` Code. 'k ,21 , '. : � PREPARED BY: h tf _ r Review of the plans and 0., THE ' specifications covered by this v :calculation indicates compliance re u„ �' ~' with the Florida Energy Code. :'m„ ��• Before construction is completed r a PA �, 6 ." this building will be inspected for ; O :. i„ fl ,, compliance with Section 553.908 . • ° Florida Statutes. cOD BUILDING OFFICIAL. St» .. •s'' .r =:L- , >���,, O =� .� g ' �-- C 't b .° f ,, Is ��' ► , r: ' �, DATE: ®��� _ > ,� ,n � ©: 'u �' ° � � I hereby certify that this building, as des . is in compliance e h with the Florida Energy Code. ©i`, �. ';,•;� TI- '' N w OWNER/AGENT. 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. 5/23/2017 5:28 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 R405-2014 PROJECT Title: Juan Del Rio Residence Bedrooms: 1 Address Type: Street Address Building Type: User Conditioned Area: 297 Lot # Owner: Juan Del Rio Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 123 Nw 97 St Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shore , Family Type: Single-family FL , New/Existing: New (From Plans) Comment: Edit the file AUTOLOAD.RHV so that it contains yo _•.•._ CLIMATE • • ••• • ... .. 'design . •• / IECC Design Temp Int Design Temp beating design Daily'.i emp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer' bebr'ee Days Moisture Rogge.. •••• •••• . • FL, Miami FL_MIAMI – INTL AP 1 51 90 70 75 ••••14.9.5 •••66. .Low.. _ • • BLOCKS ..'.•• .••• • _ _• Number Name Area Volume . • . • • • 1 Block1 297 2376 • • • • • •• • .•• • • • SPACES • • Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 AC1 297 2376 No 2 1 1 Yes Yes Yes FLOORS V# Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AC1 74 ft 0 297 ft2 — 0 0 1 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg} 1 Gable or shed Composition shingles 297 ft2 62 ft2 Medium 0.96 No 0.9 No 0 22.60000 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 297 ft2 N N CEILING V# Ceiling Type Space R -Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) AC1 30 Blown 297 ft2 0.11 Wood 5/23/2017 5:28 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 5/23/2017 5:28 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 WALLS VAdjacent # Omt TO wail Type Space Cavity Width R -Value Ft In Ft Height Sheathing Framing Solar In Area R -Values Fraction AI) Qr Below r;rar1P% 1 E 2 W 3 N 4 S Exterior Concrete Block - Int Insul AC1 Exterior Concrete Block - Int Insul AC1 Exterior Concrete Block - Int Insul AC1 Garage Concrete Block - Int Insul AC1 5 25.2 0 8 5 25.2 0 8 5 11.8 0 8 5 11.8 0 8 0 201.6 ft2 0 0 201.6 ft2 0 0 94.4 ft2 0 0 94.4 ft2 0 0 0.8 0 0.8 0 0.8 0 0.8 0 0 0 0 DOORS # Omt Door Type Space Storms U -Value Width Ft . In Height. • Ft•..jq• Area 1 E E Wood Wood AC1 AC1 Metal Metal .28 3 •••• • .28 3 . 6.7 •••• •• 6.7 ••• • • 20•.1 ft2 •• 20.fIt" " • • 2 WINDOWS• ' •• • • Orientation shown is the entered, Proposed orientation. •••• "" • • ••••• . / V Wall # Omt ID Frame Panes NFRC U -Factor SHGC •: Overhang• • Area Depth Separation •• • Int &lite ••_ Screening 1 E 1 Wood N 3 Wood Single (Clear) Yes Single (Clear) Yes 1.06 0.5 1.06 0.5 15.8 ft2 1 ft 0 in It 0 M ; 9.0 ft2 1 ft 0 in 10•ft 0 in• • •• ma . Alone • None ... . *VV.: • Phone • • 1 2 GARAGE • •' # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 198 10.87 20.44 .1754 5 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 9.6 kBtu/hr 1 Ductless COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 9 kBtu/hr 318 cfm 0.75 1 Ductless HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless AC1 0.82 1 gal 40 gal 120 deg None 5/23/2017 5:28 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 TEMPERATURES Programable Cooling Heatin VentingJan Thermostat: Jan X Jan N Feb X Feb Feb Mar X Mar X Mar Cei ;Apr Apr X Apr ing Fans: May f 1 May [ May X Jun Jun j Jun Jul Aug Jul j] Augrim Jul Aug SepX Oct ' Oct Oct Nov Nov ilietio4y 1 Dec X Dec Dec Thermostat Schedule: HERS 2006 Reference Hours •• •• • • • •• Schedule Type 1 2 3 4 5 6 7 8 9'•• • 10 ,••=t, 12 •e •• • Cooling (WD) AM 78 78 78 78 78 78 78 78 a$•;•• 78 78 7� PM 78 78 78 78 78 78 78 78 7758 78 78 �8o••• •••• •••• • Cooling (WEH) AM 78 78 78 78 78 78 78 78 98,,,• 78 •„7$• Z8,,,, PM 78 78 78 78 78 78 78 78 7 78 7788 ii88 • Heating (WD) AM 68 68 68 68 68 68 68 68 gr... 68 ...g: • 8 PM 68 68 68 68 68 68 68 68 68 • • • Heating(WEH) AM 68 68 68 68 68 68 68 68 8 • • 68 68 •• PM 68 68 68 68 68 68 68 68 a8 •• 68 . , , §6i, 68'' • • 5/23/2017 5:28 PM ••• • 1 • EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 • FORM R405-2014 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 Performance method shall include • • • • ••• • .... • • . . • •• • E] This checklist • .•.• • EI] A Form R405 report that documents that the Proposed Design complies with Seccipp• •... R405.3 of the Florida Energy Code. This form shall include a summary page •••••• indicating home address, e -ratio and the pass or fail status along with summary • . • areas and types of components, whether the home was simulated as a worst -ca se . orientation, name and version of the compliance software tool, name of individuaP ..' completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). • • • ••.• • • • • • ••• • • • •. • • • • • ••• • • • • • ] Energy Performance Level (EPL) Display Card (one page) 0 Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v5.1 5/9/2017 6:00:05 PM Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Juan Del Rio Residence Builder Name: Street 123 Nw 97 St Permit Office: City, State, Zip: Miami Shore , FL , Permit Number. Owner. Juan Del Rio Jurisdiction: Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. •••• J Walls • Comers and headers shall be insulated and the junction of the••fou Qdation and sill plate shall be sealed. • • • • The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be iA9teled in substantial contact and continuous alignment with the air barrier. • • • Knee walls shall be sealed. • • • 1 •• I • • I 101/I • • • • • • •••• • • / • • • • U • • • • • Windows, skylights and doors The space between window/door jambs and framing and skylia ite aid • framing shall be sealed. • •. • • J •••• Rim joists Rim joists are insulated and include an air barrier. • • J •••• Floors (including above -garage and cantilevered floors) • Insulation shall be installed to maintain permanent contact withunderside •• of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. I • • • • • • • Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. J Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. el Garage separation Air sealing shall be provided between the garage and conditioned spaces. J Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. J Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. J Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. J Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. J HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. \ I N Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors N I A 5/9/2017 6:07 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: 123 Nw 97 St Permit Number. Miami Shore , FL , MANDATORY REQUIREMENTS See individual code sections for full details. EI 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. R402.4 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. 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 Rpt gFeeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 thr.ugh %Testing sly all• •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 concluding tht test agd Aahi ed to the oldie official. Testing shall be performed at any time after creation of all penetrations of the building tl lTh t hvelope. • • • • . • During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weaLlieratripping or ' other infiltration control measures; "" "" • 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, titf gealed Vigoi ? itended, • • •• • 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 closeli ani! sgaled; . • • 5. Heating and cooling systems, if installed at the time of the test, shall be tumed off; and • • • • • 6. Supply and retum registers, if installed at the time of the test, shall be fully open. • • • •• • ••• . . • 4I JQ R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor combustion air. • . •• EX R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 9 R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air 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 differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that fomr the primary air containment 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 L/min) 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. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm (85 L/min) 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. 5/9/2017 6:01 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 th FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 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., R403.3.1 Protection of piping insulation. R403.4.1 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. R403.4.3 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. R403.4.4 Water heater efficiencies (Mandatory). R403.4.4.1 Storage water heater temperature controls ▪ R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperVehtt a trots capable of adjustment from the lowest to the highest acceptable temperature settings for the intend 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 provitlec?To permit the power supplied to electric service systems to be tumed off. A separate valve shall be provided to permit the en8eb tililhlied to the Main humeri), ,, , : of combustion types of service water heating systems to be turned off., • • • • •• •• • • • • • • • R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall r�ggt t,e minimu•m * ffi• iencie, of:• • Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type ofe�qqurprnent instaiteci Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for tM appropriate'Nt8C • 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 ar nuebsolar energy factor of the system. The solar energy factor of a system shall be determined from the Florida tolar tmrgy Center Directory 0 Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, 411st P}Iethodefdr•go14 Collectors, and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed oder water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 6 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. • R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 6 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. 5/9/2017 6:01 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 • • • FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 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 retum side gains if the retum 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 Tess 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. 6 Nbk 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 fumaces 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. • • . "•' • •. . .... • R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling eating equipreentcapacity err SR • intermittent basis, such as anticipated additional Toads caused by major entertainment events, shall her. 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 eniarieinment areas+ • 2. A variable capacity system sized for optimum performance during base load periods is utTli r d " •' ••' •• .. .. •• • R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units slAjlJgrpiy with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. • •• • • CI Al ( R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energtsenAto the Building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and r to precipitatmf 4 sfalling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. • • O N 1ik R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. N14,0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously buming pilot lights. ▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with 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 meet this standard. I\ 6 R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps 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. 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. 6 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights EINI% R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. 0 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. 5/9/2017 6:01 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 • �• • Nib FORM R405-2014 ENERGY PERFORMANCE LEVEL (EF.1 DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =274 The lower the EnergyPerformance Index, the more efficient the homes 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows'* Description a. U -Factor. SHGC: b. U -Factor. SHGC: c. U -Factor. SHGC: d. U -Factor. SHGC: Area Weighted Average Area Weighted Average 8. Floor Types a. Slab -On -Grade Edge b. N/A c. N/A Sgl, U=1.06 SHGC=0.50 N/A N/A N/A Overhang Depth: SHGC: Insulation 123 Nw 97 St, Miami Shore, FL, New (From Plans) Single-family 1 1 No 297 Area 24.75 ft2 ft2 9. Wall Types a. Concrete Block - Int Insul, Exterior b. Concrete Block - Int Insul, Adjacent c. WA d. N/A 10. Ceiling Types a. Under Attic (Vented) b. WA c. N/A 11. Ducts 12. Cooling systems ft2 a. Central Unit ft2 1.000 ft. 0.500 Insulation Area R=0.0 297.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Propane b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: 0 0 '49,g R=5.0 R=5.0 R= R= Insulation R=30.0 R= R= • • • • • •• • • .6t)°ft2 94.40 ft2 ft2 ft2 Area 297.00 ft2 ft2 ft2 ft2 •••••y ••• • • • • •. • kBtu/hr efficiency •. 9.0 SEER:16.00 • • • • kBtu/hr• Eftlieiency . • • • • • 9'6 •IISIZF:9.00 • • • • • • • • • • • • • • • • • •• • • • •Cap: 1 gallons• • • • EF: 0.82• • • None • *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. 5/23/2017 5:29 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • Juan Del Rio Residence HVAC Load Calculations for Juan Del Rio 123 Nw 97 St Miami Shores, FI VACRBsIDornAL HVAC LOADS ...• • • • .... • • ▪ • • ..• ••••• • • • ..• • • • • •••• .... • • •• . • .... .... • • .. .. • ••• • • • ..• • • • • • • • • .. • • • ..• ••• • • • .. Prepared By: Tupack Rhea TR 12420 SW 33 Street Miami FI, 33175 (305) 569 0191 Tuesday, May 9, 207 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads JNL Group Corp. Miami, FL 33144 Project Report General Project Information Project Title: Project Comment: Client Name: Client Address: Client City: Company Name: Company Representative: Company Address: Company City: Company Phone: Company E -Mail Address: Company Comment: Design Data Reference City: Building Orientation: Daily Temperature Range: Latitude: Elevation: Altitude Factor. Winter: Summer: Elite Software Development, Inc. Juan Del Rio Residence Page 2 Juan Del Rio Residence Edit the file AUTOLOAD.RHV so that it contains your company name, weather data, and any other information you would like to have in each new project that you start. Juan Del Rio 123 Nw 97 St Miami Shores, FI TR Tupack Rhea 12420 SW 33 Street Miami FI, 33175 (305) 569 0191 tupack@tupack.net Outdoor Dry Bulb 47 90 Check Figures Total Building Supply CFM: Square ft. of Room Area: Volume (ft3) of Cond. Space: Building Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: Miami, Florida Front door faces North Low 25 Degrees 7 ft. 1.000 Outdoor Outdoor Indoor Indoor Wet Bulb gallium ,ReLHum Dry Bulb 44.1 n/a n/a 72 77 56% 50% 75 253 297 2,376 CFM Per Square ft.: Square ft. Per Ton: 6,632 Btuh 5,564 Btuh 1,534 Btuh 7,098 Btuh . . . .. . • .... . • Grafi$• • Differet>Ce• • .... •55 • • . • • -• •• • •••• ..•. . . . •• • • • • . .••• . . .. •.• . • • •. • • . • • . .e. • . . • •0.852 502 6.632 MBH 78 % 22 % 0.59 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads according to the manufacturer's performance data at your design conditions. E:\ ...\Juan del Rio 123 nw 97 street.rh9 Tuesday, May 9, 2017, 6:09 PM Rhvac - Residential & Light Commercial HVAC Loads .- Elite Software Development, Inc. JNL Group Corp. Juan Del Rio Residence Miami, FL 33144 Page 3 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing -Operable Window, single clear , no 24.8 655 0 1,248 1,248 break, u -value 1.06, SHGC 0.5 11F: Door -Wood - Solid Core With Metal Storm 40.2 282 0 338 338 13A-5ocs: Wall -Block, board insulation only, R-5 board 432.6 1,352 0 1,043 1,043 insulation, open core, siding finish 13A-5ocs: Part -Block, board insulation only, R-5 board 94.4 189 0 201 201 insulation, open core, siding finish 16BR-30-ml: Roof/Ceiling-Under Attic with Insulation on 297 238 0 513 513 Attic Floor (also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-30 insulation, light metal 22A -ph: Floor -Slab on grade, No edge insulation, no 74 2,512 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: 5,228 • 0 , 3,8i5::. 3,3,43., People: 2 44Q • : 4QQ, , 860• • Equipment: 140. • .. QQ' : ' Lighting: 300 • 1,023. 1,023 •, Ductwork: 0 .Q.. 400 :' 0' Infiltration: Winter CFM: 51, Summer CFM: 27 1,404 98,4.. • /to.' 1.42,%• Ventilation: Winter CFM: 0, Summer CFM: 0 0 ••11••• • 0•„ b • Total Building Load Totals: 6,632 1,53$ • •' 5,164.: 7098, • • ..•..• • .' Check Figures • • • . Total Building Supply CFM: 253 CFM Per Square ft.: • • • 0.852. • • Square ft. of Room Area: 297 Square ft. Per Ton: '.. . ... . 502. • Volume (ft3) of Cond. Space: 2,376 • • •• Building Loads Total Heating Required Including Ventilation Air: 6,632 Btuh 6.632 MBH Total Sensible Gain: 5,564 Btuh 78 % Total Latent Gain: 1,534 Btuh 22 % Total Cooling Required Including Ventilation Air. 7,098 Btuh 0.59 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...\Juan del Rio 123 nw 97 street.rh9 Tuesday, May 9, 2017, 6:09 PM 4 Rhvac - Residential & Light Commercial HVAC Loads _ Elite Software Development, Inc. JNL Group Corp. Juan Del Rio Residence Miami, FL 33144 Page 4 System 1 A/C -1 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain UV106: Glazing -Operable Window, single clear , no 24.8 655 0 1,248 1,248 break, u -value 1.06, SHGC 0.5 11F: Door -Wood - Solid Core With Metal Storm 40.2 282 0 338 338 13A-5ocs: Wall -Block, board insulation only, R-5 board 432.6 1,352 0 1,043 1,043 insulation, open core, siding finish 13A-5ocs: Part -Block, board insulation only, R-5 board 94.4 189 0 201 201 insulation, open core, siding finish 16BR-30-ml: Roof/Ceiling-Under Attic with Insulation on 297 238 0 513 513 Attic Floor (also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-30 insulation, light metal 22A -ph: Floor -Slab on grade, No edge insulation, no 74 2,512 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 51, Summer CFM: 27 Ventilation: Winter CFM: 0, Summer CFM: 0 System 1 A/C -1 Load Totals: Check Figures Supply CFM: 253 Square ft. of Room Area: 297 Volume (ft3) of Cond. Space: 2,376 System Loads Total Heating Required Including Ventilation Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required Including Ventilation Air: 5,2280 3,84y•363.4.3... 2 4 4 ••. • 0 6 • : 450 • • 300 1�••• •,023, 1+023 • 0 1,4044 9$O •.• 4P13• • • 142,2 • • •°••• 6,632 1,634 • •' 5, 7,0.48 • • • • • • • • • • • _ _ ••••,• CFM Per Square ft.: • 0.852. • Square ft. Per Ton: "• •' • •• • • • 502. ,. 6,632 Btuh 6.632 MBH 5,564 Btuh 78 % 1,534 Btuh 22 % 7,098 Btuh 0.59 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\ ...Wan del Rio 123 nw 97 street.rh9 Tuesday, May 9, 2017, 6:09 PM Rhvac - Residential & Light Commercial HVAC Loads JNL Group Corp. Miami, FL 33144 System 1 Room Load Summary Elite Software Development, Inc. Juan Del Rio Residence Page 5 Htg Min Run Run Clg Clg Min Act j Room Area Sens Htg Duct Duct Sens Lat Clg Sys j No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM —Zone 1- 1 Maid's Room 297 6,632 86 3-4 966 5,564 1,534 253 253 System 1 total 297 6,632 86 5,564 1,534 253 253 System 1 Main Trunk Size: 10x6 in. Velocity: 607 ft./min Loss per 100 ft.: 0.122 in.wg Cooling System Summary Cooling Sensible/Latent Sensible TonsSplit Btuh Net Required: 0.59 78% / 22% 5,564 Latent Btuh 1,534 •••• • • • • •••• Total, Btuh 7,098 • • • • •• • w••• • • • • • •• • • • • • •••• •••• • • • • • • •••• •••• • • • ••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • •• • ••• • • • E:\ ...\Juan del Rio 123 nw 97 street.rh9 Tuesday, May 9, 2017, 6:09 PM