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WS-19-2326Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-1 Q-1S-2326 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 10/24/2019 Expiration: 04/21/2020 Location Address Parcel Number 261 NE 95 ST 1132060133940 .ontacts MTNEZ INVESTMENT GROUP II LLC Owner PRO DESIGN BUILDERS LLC Contractor 4500 NW 37 AVE, MIAMI, FL 33142 ROBEISY MARTINEZ 4500 NW 37 AVE, MIAMI, FL 33142 Home: 7863952379 prodesignbuildersllc@gmail.com _ ............. _ — ------------ ----------------- ......... _ _....... _...........w_._.___. ._ Inspection Requests: Description: NEW WINDOWS (10) AND DOORS (2) Valuation: $ 10,000.00 1305-762-4949 =' Total Scl Feet: 3,200.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 Copies Fee (Manual) $4.85 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $252.85 Payments Date Paid Amt Paid Total Fees $252.85 Credit Card 10/02/2019 $50.00 Credit Card 10/24/2019 $202.85 Amount Due: $0.00 Building Department Copy 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, ROS6 nd SWIMMING POOL work. i OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and'that all wo I be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named cora�ractRito qp rk stated. Authorized Signature: Owner / Applicant / Contractor / Date October 24, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village C I El Building Department CT 02 2 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. `fit - Sub Permit No. �V � ld— I - Z v (, BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 2461 �'E _`s ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR 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): MT4¢.2 6VbQh Phone#: Address: yS0© NvJ Aa 4gu City: t4--N kw-' State: J:::) GVA J\A Zip: 3 1 y Z Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Peb D 3qt„ D'� �ii �,� Phone#: 4K" 34'5 Address: WSM ya%44 31 Avg _ City: "Nap6rcn, state: PIC) n.,Zip: 331 y2 . Qualifier Name: �Qr I�IL��I�I Phone#: State Certification or Registration : C(C 15 2 2.0/3 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Phone#: Value of Work for this Permit: $ L;'C Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace Description of Work: �(I �7 G Zip: ❑ Demolition Specify color of color thru tile: nn l Submittal Fee $ -� i��•. _ (, • Permit Fee $ ( oao CCF $ (0. bo CO/CC $0. Scanning Fee $ y{l1 Radon Fee $ o� DBPR/$ 3 . 3 d Notary $ Technology Fee $ ✓. �y Training/Education Fee $ �; . ( J 0 Double Fee $ _ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $gZ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 / "`l Signature , 1 OWNER or AGENT CONTRACTOR The foregoing instrument wass�acknowledged before me this day of (ierL , 20 % ' by ;Q(Wt'150 ✓''Ak'Ilde-:Z , who is ersonally know o me or who has produced identification and who did take an oath. The foregoing instrument was acknowledged before me this day of U���=" 20 by A417Z-T/A%11L' , who is ersonally known o as me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: �Lled 7�C-1.SAL�,✓�S Print: Seal:I APPROVED BY (Revised02/24/2014) ELIUT M. SALINAS MY COMMISSION # GG 239916 EXPIRES: July 16, 2022 Seal: ^' EUUT M. SALINAS MY COMMISSION I GG 239916 o wJ ` EXPIRES. July ta, 2022 / / Plans Examiner Structural Review as Zoning Clerk BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us B1CISiSite Map Links Search Product Approval 4 USER: Public User RYx Product Approval Menu > Product or Application Search > Application List > Application Detail r4 � 4i FL # FL17595-RI 2 yj Application Type Affirmation wa Jv Code Version 2017� .r Application Status Approved F Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ,;.vIin i' i EMC Windows and Doors, LLC 455 E. 10th Ave. Hialeah, FL 33010 • • (305) 283-6280 • . EMCwindowsdoors@gmail.cO% • • ; • •' •' • •••••• • Yiping Wang •••••• •••• • •••••• . • me @mc en ineerin com Y Y 9 9• •••• •••• • • • • • • • • • • •••• •••• ••••• Carlos Perez •••••• 455 E. 10th Ave. 000000 •• • • • • • • ..••• • • • • • • Hialeah, FL 33010 • • • • • • • • • (305) 283 6280 0 • EMCwindowsdoors@gmail.com . • • • • • • • • • 000000 • • • Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Yiping Wang PE-55983 National Accreditation and Management Institute 12/31/2019 Sifu Zhou, P.E. Validation Checklist - Hardcopy Received FL17595_R1_COI_Certificate of Independence SS .pdf Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL17595 R1 Equiv Statement of Equivalence - HR2100 SS.p_df 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 Date Submitted Date Validated Date Pending FBC Approva Date Approved • summary of Products • • •OFL # • ••••• • • i •••••• 17.195.1 • • • • 'mite Model, Number or Name HR 2100 Aluminum Horizontal Sliding Window �ev W ~ro • . • •� Approved for use in HVHZ: Yes Approvealor use outside HVHZ: Yes • Impact'•RV! tjnt: Yes Resign Pressure: +90/-100 • • • •j*Other: FQR DESIGN LOADS VS. WINDOW SIZES, SEE • • ( INSTALLAITIOVjNSTRUCTIONS. ..... ................ .................. ... .._........ _..... ....... FL1759 _R1=CC_FBC 2017 Affirmation Letter f117595 SS.pdf Method 1 Option D 01/11/2018 01/12/2018 03/29/2018 Description HR 2100 Aluminum Horizontal Sliding Window - L.M.I. & S.M.I. Installation Instructions FL17595_R1_II_AD15-14 4-1-15 SS.pdf Verified By: Yiping Wang PE #55983 Created by Independent Third Party: Yes Evaluation Reports FL17 95_Rl_AE_Evaluation Report SS.odf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coeyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: "W1 ® - r1 Safe 3.170" 1.001, 1.244" .707 .062" O 071 E110 E103 GLAZING CHANNEL 08 LOCK EXTRUSION 1 .654" 1.244" 3.170" 10, Ell 3 FRAME SILL c? it rf 3.175" 1.993" E106 06 VENT HEAD/SILL o El 12 GLAZING LEG 2.435" ............ Ni L Ni 0.062" cN Lk- 1.244" 0E115 Z% FRAME HEAD E107 07 VENTJAMB 3.237" 4 I 0.062"' -51 o . ....... LO062- wl N! 1.175" 1.993" '4 E104 FRAME INTERLOCK E121 306 GLAZING CHANNEL -T E116 (1D31 FRAMEJAMB 1.5514" 1.115" 1.250" U�i 0 @0) E128 ANCHOR CLIP JAMB E124 SILL COVER 1.115" 11.15" i 2.506" .... .. .......... - ..... . of o oil 1314- E117 VENT LOCK JAMB (§2 E 28A ANCHOR CLIP SILL (�� E1288 ANCHOR CLIP HEAD BILL OF MATERIALS • IITF.M 0 *PA:T MATERIAL MANF. / SUPPLIER •1 CIRSORIPTION QTY. 0 : TYPE REMARKS • 4 ElCR JR-8M. FRAO~ER@MK AS REDD. 6063-T6 EMC WINDOWS AND DOORS, LLC. 6 E106 ALUM. VENT HEAD/SILL 2 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC. 7 E107 ALUM .VENT JAMB 1 PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS, LLC *1 -1 RI` .:OtREX JAON 2 PER. MOVING PANEL 6063 -T6 EMC WINDOWS AND DOORS, LLC. TL o: AOtIM. :dkZING CRANNEL 4 PER. PANEL 6063-T6 EMC WINDOWS AND DOORS. LLC. 90 EN120 4 AL&IM.401-LING GLAgjING LEG 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, 1-1-C. • 11 ♦ E113 ALUM. • t811-?INGt?ANDARD FRAME SILL 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 12 E115 ALUM. ROLLING FRAME HEAD 1 PER. FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 13 E116 ALUM. ROLLING FRAME JAMB 2 PER FRAME 6063-T6 EMC WINDOWS AND DOORS, LLC. 14 E117 ALUM. ROLLING VENT LOCK JAMB I PER. MOVING PANEL 6063-T6 EMC WINDOWS AND DOORS. LLC 16 SEAL01-1 DOW 995 BACK SILICONE AS REDD. SILICONE DOW CORNING 17 H0001 LOCK SPRING AS REDD. STEEL EMC WINDOWS AND DOORS, LLC. 20 W0019 .125 X.25 GLAZING TAPE, 2 SIDED AS REDD. TAPE FRANK LOWED 21 V0020 E708 VINYL BULB, FRAME AS READ. VINYL FENESTRATION GLASS PRODUCTS 22 V0021 E202 VINYL BULB, GLAZING STOP AS RECD. VINYL FENESTRATION GLASS PRODUCTS 23 W0023 WOOL PILE, FRAME AS REDD. WOOL ULTRA FAB 25 H0104 SLIDER WHEEL ASSEMBLY AS REDD. - EMC WINDOWS AND DOORS, LLC, 26 H0105 WEEP COVER AS REDD. PLASTIC EMC WINDOWS AND DOORS, LLC. 36 E121 ALUM. INSULATED GLAZING CHANNEL AS REDD. 6060-T6 EMC WINDOWS AND DOORS, LLC. 39 #8xl FRAME ASSEMBLY SCREWS AS REDD. ST/ST VARIES 40 E128 ALUM. ANCHOR CLIP 1/1 6"THICK 3" LONG 1 PER. ANCHOR 6063-T6 EMC WINDOWS AND DOORS, LLC. ........... .................. I April 1st, 2015 TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE'A' - 1/4" ULTRACON BY'ELCO' Fu = 177 Ksi Fy = 155 Ksi • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 TYPE'B' - 1/4" TEKS OR SELFDRILLING SCREWS (GRADE 5 CRS) Fu = 120 Ksi Fy = 92 Ksi • INTO METAL STRUCTURES STEEL : 16 GA THK. MIN (Fy = 36KSI MIN.) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE'C' - #14 SMS OR SELF DRILLING SCREWS INTO MIAMI-DADE COUNTY APPROVED MULLIONS. 0.090" THK MIN. (NO SHIM SPACE) WEEP HOLES W1 = 3/8" X 1 1/2" WEEP HOLES AT 8" FROM EACH END (2) PER PANEL. SEALANT ALL FRAME AND VENT CORNERS AND INSTALLATIONS SIZES SEALED WITH SILICONE. MASONRY • ASTM C90 GROUT FILLED CONCRETE BLOCK • ASTM Mn Hnl I ()W f:hNf:RFTF RI nr.K CONCRETE fc= 3,000 PSI MIN. ANCHOR MIN. EDGE DISTANCES • INTO CONCRETE AND MASONRY = 1-3/4" MIN. • INTO WOOD STRUCTURE = 1" MIN. • INTO METAL STRUCURE = 3/4" MIN. • FRAME TOP CORNER ' ; : • : • FAAAMI BIOTTOM CORNER #8-1" PH SMS oo ry, i nu' viro :w i z z z_ F o w z o 0 u z ¢ C Lu � o u� PH SMS VENT TOP/BOTTOM CORNER ..A10 N FL #1r595 A� RE '. fiQN P� • �QC 28677 / `i aca:.n na xor® � 1 watt n.n Ii / a� w aecal:o-aza ___ naamc S6 S. xn. Fff.F.T • • • • • • April 1st, 2015 . . • . . • • . . . •. .. . • . •• •• . . . ... . • • •.• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . it of 40 13 71 • • • • • • 8 11 40 ° 1/S" M SHIM • • • • • OD.L O. • 1�Mq`,(. SHIN< f •• • • ••• ••• •• i` C TYP. ANCHO7/8 q APPLICABLE 11) °APPLICABLE j \ OT O FRAME > 50 ..<� _.... _ _ .......... ._..... ...._........ ONLY SEE ELEV.`, 1 / FRAME > 50 ELEV. w". ", ";, FOR SPACING • "" •'•' •' "'" • • "' •�� /` BOMEN7/ �FOR SPACING ,t v w `-- META I EXTERIOR V i .�: STRU TURE n �9) �.J L : 9� v �4ii �27 11 ? JAMB INTERLOCK XJAMB WNCRETEOR Z F MASONRY R' 7 WINDOW WIDTH W Z IH c u ZO o DETAIL �C DETAIL �G DETAIL z z r z f� ¢ VENT WIDTH VENT WIDTH (13 (8� 1,177 7 1778 Q13 lw M� SHIM D.L.O. D.L.O. _ 1l8 M _ SHIN ^� TYP. ANCHORS APPLICABLE TO I ! i II ° E 5 FRAME > 50 5/8' . _ --___ I __ ; -TYP. ANCHORS Q J 8 ...... .. ..... _ ._..._ ......_.. _ ......._. ._....._._... ........ APPLICABLE TO 0 J ONLY SEE ELEV.3 E. I ..... I • ;" FRAME > 50 5/8" �j MIN. ONLY SEE ELEV. t7 FOR SPACING 11.2 M EDMEFIT / �� i �-yl- FOR SPACING o .0 0 0 0.1 I I J EXTERIOR z Z APPROVED 40 21 /114 i 21 21 4 �9 9'1� '21 �0� 'i ° MULLION O � 4 \J �� D.L.O. l./ �J �/ :_.� d(UNDER L m_ X JAMB INTERLOCK INTERLOCK X JAMB r SEPARATE CONCRETE OR APPROVAL) ! MASONRY I W d ....__... .__........ .... WINDOW WIDTH____. ..... m !. ...._._..... ........ W DETAIL /� "\\DETAIL �� DETAIL �~�DEr TAIL ♦tiff+ WAINV.�,�t ��7'OPP. ` F / OPP. C F ; l G ` wA/y , FLl r595 �./ �� ,.,_ � •.` RE i1QN � %OC . 28677 /J aca:.s ss xar� SHE qA April 1st, 2015 d 6 A, CONCRETE 1 BY WOOD BUCK TYP. ANCHORS SEE ELEV. FOR SPACING DETAIL 1,'XF X PANEL EXTERIOR TYP. ANCHORS SEE ELEV. FOR SPACING —W1 I BY WOOD -------- BUCK CONCRETE zo MIN. DETAIL AT X -PANEL MIN. EDGE DIST. 14 wI CONCRETE ------- . ........ TYP. ANCHORS SEE ELEV. FOR ns SPACING DETAIL_ "L" _)A—T90­PANEL 09 r TYP. ANCHORS SEE ELEV. FOR SPACING 26 W1 (�2) 4PONCRETE foo W MIN. EME D-1-9WO 0 DETAIL (I •r 0 DU * �INEL �y REINN 1111,-286 �yuc28/677 0- April 1st, 2015 E E 0 0 -j w < m IZ 10 w 0 see . . ... . . . ... i __..-. 1/8" ANNEAL GLASS 2 U / .090" GLASSLAM SAFETY o; PLUS It RESIN-�--;- EXT. 1/8"ANNEAL GLASS, �� 20 `9 16 DOW 995 BACK MI SILICONE N l x O:4 O+ 1 U GLASS TYPE "A" z h 5/16" OVERALL LAMINATED GLASS F C9 ¢ Z F o c' -- 1/8"ANNEAL GLASS j (1/8' TEMP. GLASS FOR USE W Z o j IN SMALL MISSILE AREA) Z 318" AIR SPACE p EXT. - ©Z ¢ j -- .090" GLASSLAM SAFETY Z - 22 PLUS II RESIN W y F m �6 118' ANNEAL GLASS (7 d ¢ M 20 DOW 995 BACK o ¢ 6 � — `� SILICONE �— ;U o GLASS TYPE "B" g � E 13/16" OVERALL INSULATED LAMINATED GLASS 3 ?�O o yl0 a m ; Z x O w w NOTE: g < a GLASS CAPACITIES N THIS SHEET ARE m p x BASED ON ASTM E1300-09 (3 SEC. GUSTS) ? Z ¢y Won a xi wi N FL //17595 �� E. • �Q RE �iE. i : .•. Noc . zs6 77 y RARN A.R • T DESIGN LOAD CAPAC�IrY -� (XO•d Q� • • • � • • • GLASSTYPEA ;• ••• ••• �•� LA�9�Y��8 I ., WIDTH 261/2" i 37" � 531/8" 63" 74" 261/2" 37" 531/8" 63 74" i FHEIGHT 1st, 2015 ONE ANCHOR AT 111" MAX / CENTER PER PANEL WINDOW WIDTH / 3 1/2" M/ x. TVP 7' 15" MAX. / d m / I II 'ice x mo j O J I N p X / I I �1P ro 31 5/8" I 33 112" 31 5/8" " D.L.O. (VENT) D.L.O. (FIX. LITE) + D.L.O. (VENT) { 36 3/4" 36 3/4" VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS_ TESTED XOX (3, 3, 3) 531/6" TONE ANCHOR AT CENTER PER PANEL FRAME WIDTH \ 3 1/21 M . TW. 7" �9 3/4"MAX.III * HEAD/SILL �!AT /91LL i I H I F G I it Z U aD 'l o to o �.� BIZ o N o jl, O X l ' I n W B i I 23 21 1 /4" L.O. (FIX. LITE) a D.L.O. (VENT) 26 3/8" VENT WIDTH TYPICAL ELEVATIONS TESTED (OX,XO) THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TNOANCHORS AT FIXED BONE ANCHOR AT PANEL WITH EQUAL SPACING CENTER PER PANEL - _.... .. ._ _... . F WINDOW I DTH 3 1 /2 M . TIP. 7" 16 1 /8 z 80 y w O III �o �F I I N J � Z t�0 0 O // /; l; 3 �m w O / .. __ .... Z F a m........ _.............._.... w 7 ; 6o a W 22 3/8" 52" 22 3/8" ! W O rn o } DLO. NENT) D.L.O. (FIX. LITE) ! D.L.O. (VENT) Z U rj 271/2" r 271/2" 9¢ I'C ZZ VENT WIDTH VENT WIDTH W yym TYPICAL ELEVATIONS Q TESTED XCCX 1 1 1 N (a. z, a) X s HR 2100 ALUMINUM HORIZONTAL ROLLING WINDOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE d REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010/2014 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ; U E 8 J — HORIZONTAL SLIDING WINDOW RATED FOR LARGE AND SMALL MISSILE IMPACT AND DOES NOT REQUIRE SHUTTERS. 0 T111-11-111 III ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS a (��)���TM ^aE N O w THAN OR EQUAL TO DESIGN LOAD IN THIS DOCUMENT. m "mo spy "o. •E> Eo C] ¢ Z o J DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON g to u w 2 SHEETS S2. - x 3 a °J O < o rowra"r Z Q = m WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ? THE STRUCTURE. ANCHORS SHALL BE LISTED, SPACED AS SHOWN IN DETAILS, ANCHORS EMBEDMENT W a • • • • • TO BASE•MACEWAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • gt %OR:NP OR LADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PARTx0 � • ••• • • E. r•s" �WWII— OF THIS APPROVA • • • • •L �G • • • • • • • • • • • • FL #17595 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `� ♦4 f�;E.�-M'ATMON4, • V PA uerc as-oe-is gp.................................... MA=��IALS Ir1Gl•I.1D�ja BUT NOT LIMITED TO STEEUMETAL SCREWS, THAT COME INTO .", NpDR67 • : • • • • • • • C NTACT WITW OTHEROISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF '• • • • • • THLl2010/2014'VLOIiID/:BUILDING CODE SECTION AS APPLICABLE. • • • • C l2 :o- aza • • • APPROVAL APOLIES % SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF HR-HR OR i S J� �� No HORIZONTAL ROLLING WINDOW WITH OTHER WINDOW TYPES IN MODULES OF TWO OR �� �•. R A X d�� All15 14 MORE WINDOWS USING FLORIDA APPROVED MULLIONS IN BETWEEN. LOWER DESIGN �j '•:�• ��4?�� PRESSURE FROM WINDOWS OR MULLION AP OVAL WILL APPLY TO ENTIRE SYSTEM iq BS��Np` p� s .eT st • • • • • • April 1 St, 2U1 b BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ' Contact Us BCIS Site Map ',- Links Search 4 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Agplication List > Application Detail FL # FL29477 Application Type New Code Version 2017 Application Status Validated Comments 04/22/2019v. date 04/23/19 reapply Archived Product Manufacturer EMC Windows and Doors, LLC. Address/Phone/Email 455 E. 10th Ave. • Hialeah, FL 33010 • • • • • • (305)283-6280 • • • EMCwindowsdoors@gmail.com ' ' • "" • Authorized Signature Yiping Wang • • • • • • mcy@mcyengineering.com • • . • •••• •••• ••••• •••••• •• • ••••• Technical Representative Carlos Perez 000000 • • • • •. • • • • • • Address/Phone/Email 455 E. 10th Ave. •. • • • • • 0' Hialeah, FL 33010 • • • • •••• •• (305) 283-6280 �. • • • • % EMCwindowsdoors@gmail.com . • • ; �; Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Yiping Wang the Evaluation Report Florida License PE-55983 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL29477_RO_COI _Certificate of Independence - SS .pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Summary of Products FL # 29477.1 Method 1 Option D 04/19/2019 07/03/2019 Model, Number or Name Outswing French Double Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: For maximum door sizes, please see installation inistructions Description Outswing French Double Door - Large Missile Impact & Small Missile Impact Installation Instructions FL29477_RO_II_7.03.2019 FRENCH DOOR - SS.pdf Verified By: Yiping Wang 55983 Created by Independent Third Party: Yes Evaluation Reports FL29477_RQ_AE_Evaluation Report SS.p�f Created by Independent Third Party: Yes Back E Next • • • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 ••••• •••• •••• r • • • • ,. - • • • The Stakar6 il•rida is an AA/EEO employer. Cooynaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement • • • • •'' - 11W • Unaer Florida addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic • mail to Wh s p%tijyInstead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section • • • 455.275(1),•Flo•ida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have • • • • • • • *one, Theemails prtvided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a • • • • • • Aefsonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter • • • • • • - • • • 455, F.S., please click here . • • Product Approval Accepts: Credit Card Safe 3/ 1 G" ANNEALED GLA55 0 E2 OUTSWING FRENCH DOUBLE DOOR LARGE MISSILE IMPACT (LMI) 0. 140" GLA55LAM SAFETY -PLUS II BY 'POLYMER EXTRU510N TECHNOLOGY,INC' 3/ 1 G" ANNEALED GLA55 1 /4" AIR 3/ 1 G" TEMP. G GLA55 TYPE "G I " 7/ 1 G" OVERALL LAM. GLA55 GENERALNOTE5: THI5 PRODUCT HA5 BEEN DF51GNED AND TESTED TO COMPLY WITH THE REQUIREMENT5 OF THE G TH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOOR5 RATED FOR LARGE M1551LE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. THE5E DOOR5 ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS SHALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAIL5. ANCHORS EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DKE551NG OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THE5E DETAILS ARE NOT PART OF THI5 APPROVAL. MATERIAL5 INCLUDING BUT NOT LIMITED TO 5TEEUMETAL 5CREW5 THAT COME INTO CONTACT WITH OTHER D1551MILAR MATERIAL5 5HALL MEET THE REQUIREMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) 5ECTION A5 APPLICABLE. METAL 5TRUCTURE5 NOT BY EMC WINDOW5 AND DOOR5 TO BE DE51GNFD TO SUPPORT THE LOADS IMP05ED BY THI5 GLAZING 5Y5TEM AND TO TRANSFER SUCH LOAD5 TO THE BUILDING MAIN 5TRUCTURE. - ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLY BY O.G 5HALL BE LE55 THAN OR EQUAL TO MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DESIGN LOADS 5HOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. 3/ I G" ANNEALED GLA55 _ 0.205" GLA55LAM 5AFETY-PLU5 II BY'POLYMER EXTRU51ON TECHNOLOGY,INC' — 3/ 1 G" ANNEALED GLA55 9 ILI H �t0 MIN GE-5C5 2800 GLA55 TYPE "G2" I " OVERALL IN5UL. LAM. GLA55 I NOTE: 0 s GLA55 COMPLIE5 WITH A5TM E 1300-09 0 - 8 (3 SEC. GU5T5). J E 0 0 w o p � = p rn R f a�LL9 IN5TRUCfION5: USE CHART5 A5 FOLLOW5. STEP 1 : DETERMINE DE51GN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7-10 5TANDARD. 5TEP 2: 5EE TYPICAL ELEVATION ON 5HEET E 1 t E2 FOR MAXIMUM 51ZE AND DE51GN LOAD. STEP 3: 5EE ANCHOR TYPE ON SHEET A 1. SEE SHEET E I E E2 FOR ANCHOR SPACING. • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• ABBREVIATIONS AND SYMBOLS D.L.O. - DAYUTE OPENING • • • • • • • • f.H. - FRAME HEIBMT 5ECTION NUMBER • • • • • FJN. - F$AIr WI:IH D • • • : • r • • • 040 - VOI6VtUT • SHEET NUMBER O.C. - ON CENTER • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• o T=1 c ,ws wvwoir w� cE oiFmME�i7µco�"""vmown. FLORIDA APPROVAL:, FL # 29477. 1 I hi * AD19-16 1 COVER 01 OF 09 39 5/8' MAX. DOOR FRAME WIDTH 3G 1/2' DOOR PANEL WIDTH 20 D.L.O. FROM HEAD/SILL ENDS(TYP.) 112 12" MAX. O.C. JAMI ENDS(fYP.) _ ..FROM I DI O O m O 4 0 D2 I 3G 1/2' ..... LEAF WID i49 .... O ACI IVE DI SINGLE DOOR W/O 51DELITE (X) TYPICAL EXTERIOR ELEVATION NOTE: O=G1 *G2 • • • • • •• • • • • • • •• •• • • •• •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • 75 I1,j'•1vVX. • • • • • • • • • • • 60041 Fr7I)TI9 • • • • • 72.3 8• • • • • • • DOOR PAN WID 259/I G" 259/I G" ••D.L. 0. • • D.L.O. •• •• FROM HEApAILL /2 : : : " e• • • 12' MAX. ENDSQYP.) • • O.C. • • u� m � oC O 0 MAX. DE51GN LOAD + G5 F5F G5 P5F 35 15/1 G' LEAF DTH 00 00 _FROM JAMB ENDS(rYP.) ,rm E Z Z n c W p T Z o h e Z } 0 3� E o¢ ms c U V � O I O E O U g O J E J O O w w o p = p U) g O Z x 3 Ld (n n w O G p 3 $ A IVE INACTIVE O p N Z Z N V) ALUMIBY SUNLIVANUM IAND ASSOCIATE' O W O.C. DI HINGE LAYOUT(TYF.) DOUBLE DOOR W/O 51DELITE (XX) TYPICAL EXTERIOR ELEVATION FLORIDA APPROVAL: d6 FL # 29477.1 d$ Na low AD19-16 �4•��ptt�1P 4�Spy� E1 ,q 3310N� ••�� 02�OF 09 July 03rd. 2019 147 1 /2" MAX. E V Z_ N om Z c Z J > W a Z o z (yg2g a m i" E L U I f 2 ffi OPP. O U g J E J � . m O w u o OO F O V) n = Z 2 g U Q F- W U) L, 3 2 FROM JAMB z Z n ENDS(TYP.) N END5(fYP.)O 4 O.C. 2 O.C. O w DI DI TYPICAL EXTERIOR ELEVATION W1 51DELITE (OXXO) FLORIDA APPROVAL: • . .. FL # 29477.1 it6 ;# Na NOTE: �.. .�. ..: .�. .�. •:• = f AD19-16 03 OF 09 July 03rd. 2019 FRAME OVERALL D WIDTH 35 I5/I6' 75 5/B' 35 I5/16" FRAME WIDTFI DOOR FRAME WIDTH FRAME WIDTH 72 3/8" DOOR PANEL WIDTH 32 5/16' 25 5/8' 25 5/8" 32 5/16' D.L.O. D.L.O. D.L.O. D.L.O. I s I 115 D I ALUM. REINF. I DOOR LEAF IDT I _ I 2 I I 3 I I 2 � _ _ D2 O D2 D2 D2 OPP. ALUM. REINF. O I O G 10 I 1 FROM FIEAD/SILL � MULLION MAX. DESIGN LOAD UNREINF. + 60 PSF - 60 PSF REINF. + 65 PSF - 65 PSF • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHOR TYPES: SEE ELEVATIONS FOR SPACING TYPE "A": I/4" DIA. ULTRACON BY'ELCO' (Fu= 177 KSI, Fy= 155 K51) INTO WOOD STRUCTURE WITH 1 112" MIN. EMBED THRU 1 BY OR 25Y WOOD BUCKS INTO CONCRETE WITH 13/4" MIN. EMBED THRU I BY OR 25Y WOOD BUCKS WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK(JAMB ONLY) WITH 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK DIRECTLY INTO CONCRETE(3000 P51 MIN.) WITH 1 1/2" MIN. EMBED INTO CONCRETE TYPE "B": I/4" TEK5 OR SELF DRILLING 5CREW(GRADE 5) (Fu= 120 K51, Fy=92 K510 INTO METAL STRUCTURE STEEL: 1/8" THK. MIN. (Fy=3G K51 MIN.) ALUMINUM: 1/8" THK. MIN. (GOG3-T5 MIN.) TYPICAL ANCHOR EDGE DISTANCE: INTO CONCRETE OR GROUT FILLED d MASONRY = 2 1/2" MIN INTO WOOD STRUCTURE = 1-1/2" MIN. INTO METAL STRUCTURE = I" MIN. WOOD STRUCTURE / BUCK HEAD, SILL d JAMB: 5G = 0.55 MIN. CONCRETE AT HEAD, SILL E JAMB: Pc = 3000 psl MIN. C-90 HOLLOW/FILLED BLOCK(JAMB ONLY): Pm = 2000 psi MIN. SEALANTS: 1 ALL FRAME GIBERS, JOINTS, MULLION 5EMA5 AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT (DOWSIL 775) r I X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY EMC WINDOWS AND DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . r tO fi o N � � • • • • • • • • • • • • • 0*: • TYPICACAN141S Z t- J da m " —5EE ELEVATION TYPICAL ANCHORS W N W E FOR SPACING 5EE ELEVATION p Z v �' E MIN GE T • • • • •• • • • • • MIN. EDGE FOR SPACING DIST. . • • • •• • • • ••• • • • • • • Z y W 0 m • • • • } NCRETL• • • • • • • U �4 h =3000 ps1 MIN. w METAL STRUCTURE f a `- TYPICAL ANCHORS ON G TYPICAL ANCHORS DN I O' O U 8 O J E DO It 0 00 Lu 0 u O to U QLLJ FZ- Z it f: - W 0 3 CD � vtOi z z � En U D Z J 0 w HF FLORIDA APPROVAL: 8r FL # 29477.1 gA �.•� Ks '+u,'ON •. Mo �'°=H,; AD19-16 Al 04 OF 09 E MIN.EDG€1111,5 TYPICAL ANCHORS C1 SEE ELEVATION Z E CONCRET€ FOR SPACING6zfc'= 30b0 `MIN. EDGE DI5T. `p.., W m E _ TYPICAL ANCHORS E SEE ELEVATION z m W Z i\ 2 FOR SPACING CONCRETE w Z_ U 8" fc' = 3000 sI MIN E V' Z >m N s _...__... .L NQ a = o _ V�l W m� - 14 } I DETAIL DETAILcz U � 3 9 0 DI o DI —� w w 12 LU 8 z \ z o \ — — \ 10 �as m 0 w \ 10 \ �� \ 0 uJ O w 4„ -- I O U Z Fr- m U cz 1 0 4' \ \ /I D' fn W (9 O v° GLA55 OPTION z Z 29 oGLA55 OPTION o F--� 0 oW 9 12 3 2 DETAIL 8 4 DETAIL v 14 1 3/8' X I /8' X 3/6" • • • • • • • N • • Y • • FLORIDA APPROVAL: m 4 ALUM. CHANNEL • • • • • • • • FL # 29477. 1 • •• • • • ••• • d TYPICAL ANCHOR5 • • • • • •N _ • • • • • • • • ���� N — 5EE ELEVATION CONCRETEwO��Q-=r:4�f FOR SPACING T � _ fc' = 3000 psi MI w� w.rm;o srovm LO s•• •• •• • MIY."GEDI5T. zw; • AD19 16 ••• m • • • • • • 3 A • • • • w CONCRETE • • • • • • • • • • 0,0 • • TYPICAL ANCHOR` a` . L r?d~.• Dl IN. EDGE DIS fc • •HE ,= 3000 psI MIN. • • • OR 5PAC NG 'g8101*4 05 OF 09 July 03rd, 2019 ••• • • • ••• • • • % .• .. • • • • • • t • ••• • • • • •f• • • E ACCE55 HOLE SEE 5HfET E2 15 FOR REQUREMENT • • t • oN V ° • INTENN. • • • • • • • • e • Z 'Z ••• • • ••• •• ••• ya J 9 13 W N E MIN. EMBED 9 Z 0 °z E 12 e • • i• 0-9, • • U' vm Z <m • WLn 7--l.z ••LLA G O 8 U 1 8 8 5 11 8 8 7 TL7 TYPICAL ANCHORS s I 5EE ELEVATION 2 7/1GO D.L.O. 8" D.L.O. 10 1 1/16" D.L.O. FOR SPACING , Of FRAME WIDTH s O HIM I DETAIL 2 DETAIL EXTERIOR % 0 �I 3 DETAIL U 8 ui D2 D2 D2 0 0 U "s Z x LL 3 TYPICAL ANCHORS a z Q ro 0 ul ^ w SEE ELEVATION / 1 FOR SPACING i` ._ ILL$ 2 INTERIOR ,GIA55 OPTION 2 z Z r w 0 O ': O TYPICAL ANCHORS U Z o m orrgy Z11 m 5EE ELEVATION FOR 5PACING W 00 12 T 9 $wo o m � \ z o L MIN. o o / N MIN. z o FLORIDA APPROVAL: E _ FL # 20477. 1 11 6 8 8 6 I/2" 1 1/2' 5 1/4' D.L` D.L.O. 5 1/4" 1 1/2' I/2"up S 5HI HIM • s 11 AD19-16 FRAME WIDTH = S/ su Qrt DETAIL EXTERIOR D2 DETAIL r ,�i�,g8tONF O6 OF 09 my 4.000' 0.070" m V N 51111.7E HEAD/SIWJAMB I EMC-004 ALUM. 6063-T6 4.000" 0.070' t` N DOOR HEAD/JAMB FRAME �' EMC-001 ALUM. 6063-T6 1 .750" 4.000' 0.070" O N TOP/BOT70M RAIL `� EMC-002 ALUM. 6063-T6 2.557" o.oea° I N 1 � ��IDE.TE OPEN JAMB U EMC-005 ALUM. 6063-TG b O 7 N N l4.571' MEETING 5TILP EMCFD3 ALUM.6063d6 �l THRESHOLD U EMCFD I ALUM. 6063-T6 0.070" 1 4.261' 1 HINGE STILE v EMCFD2 ALUM. 6063-T6 nA GLAZING BEAD FOR LAM. GLA55 - ALUM. 6063-TG I .742" O 1.175' GLAZING ADAPTOR ��LLAZING BEAD FOR INSUL-LAM. GLA55 ALUM. CHANNEL REINFORCEMENT EMC-003 ALUM. 6063-T6 ��l- ALUM. 6063-T6 `Z - ALUM. 6063-T6 i I O X 1' 1111.115 FIAT MEAD 5M5 DOOR FRAMEDOOP FRAME�RIIERI J IMETRIC�A�,f • • • • • • • • • • • • • • • • • FLORIDA APPROVAL: 8a FL # 29477. 1 8a ��, • N`.Q.'� ,�I it ��Q �•g�:bJ.-1: �I� uxm AD19-16 D2 07 OF 09 ••• • • • ••• • • ••• • • • • ••• • • BILL OF MATERIALS ~N • �� •� U c ITEM PART DESCRIPTION ,— • • •• • . . . • • • !e • • •MA: RIAL MANUF. / REMARK5 Z ro v • • . • • mm I EMC-004 51DELITE HEAD/51LL/JAMB FRAME • • • • • ••llLUt4y;;63-TG EMC WINDOWS AND DOORS, LLC Z as J � ALUM. 6063-TG EMC WINDOWS AND DOOR5, 2 EMC-001 DOOR HEAD/JAMB FRAME LLC W i Z u 6 T E 3 EMC-002 TOP BOTTOM RAIL ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC 4 EMCFD I THRESHOLD • • • • • • • • ALUIMI. 6063-T6 EMC WINDOWS AND DOORS, LLC Z vm •• • • • • ••• • 2 y Nm 5 EMC-005 51DELITE OPEN JAMB • � UM. 6063-T6 EMC WINDOWS AND DOORS, LLC } ]� JWE c • • • • • s 6 EMCFD2 HINGE STILE ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC V = oa ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC 7 EMCFD3 MEETING STILE 5 GLAZING BEAD FOR LAMINATED GLA55 ALUM. 6063-TG EMC WINDOWS AND DOOR5, LLC U 9 - GLAZING ADAPTOR ALUM. 6063-T6 EMC WINDOWS AND DOORS, LLC i 10 GLAZING BEAD FOR INSULATED LAMINATED GLA55 ALUM. 6063-TG EMC WINDOWS AND DOORS, LLC ` I I ALUMINUM BUTT HINGE 5ULLIVAN AND ASSOCIATES 12 NO. 32528 BULB VINYL AIR SEAL GA5KET(BLACK) MELTPOINT PLASTICS o0 V 8 p J - 13 WEATHER STRIPPING w m rn 14 GASKET m O w w 15 - I"X 3 3/4" X I " X 0.090" THK. ALUM.. CHANNEL REIFORCEMENT ALUM. 6063-T6 U Z 2 wOf U 0 N Z Z LOCKS: v ACTIVE LEAF: i 3 POINT LOCK BY' 5ULLIVAN E A55OCIATED5' AT 42 1/4" FROM BOTTOM OF THE LEAF O w A I' X 1 1/4" X 1 5/8" ALUM. 7-RI13 FLU5H BOLT GUIDE WA5 FASTENED TO INACTIVE LEAF LOCK5TILE WITH (2) # 10 X 3/4' PFH SELF -DRILLING 5M5 INACTIVE LEAF: A SETS OF LEVER-ACITIVATED MANUAL SHOOT BOLT5 BY'5ULLIVAN 4 A550CIATE5' AT TOP/BOTTOM A I"X 1 1/4" X 1 5/6" ALUM. 7-RI13 FLUSH BOLT GUIDE WAS FASTENED TO INACTIVE LEAF LOCK5TILE WITH (2) # 10 X 3/4" PFH SELF -DRILLING 5M5 HINGE5: FLORIDA APPROVAL : j 8a 8$ (3) ALUM. HINGES BY'5ULUVAN AND ASSOCIATES' FROM TOP 35" O.C. FL # 29477. 1 AT 1 1 3/4" AND BOTTOM, FASTEN TO FRAME WITH ki (3) # 12 X I" PFH SELF -DRILLING 5M5 FASTEN TO LEAF WITH (3) # 12 X I " PFH SELF -DRILLING 5M5 -16 AD19 ISO 10N� os OF 09 y vo26iu `SNORES t NCO RRI PERMIT ADDRESS: APPLICATION DATE EXPIRATION DATE: CONTACTS Contractor Owner 261 NE 95 ST PARCEL: 1132060133940 10/02/2019 SQUARE FEET: 3,200.00 DESCRIPTION: NEW WINDOWS (10) AND DOORS (2) 03/30/2020 VALUATION: $10,000.00 NAME COMPANY ADDRESS ROBEISY MARTINEZ PRO DESIGN BUILDERS LLC 4500 NW 37 AVE MIAMI, FL 33142 MTNEZ INVESTMENT GROUP II LLC 4500 NW 37 AVE MIAMI, FL 33142 REVIEW ITEM STATUS REVIEWER Building v.1 Requires Re -submit Ismael Naranjo email: naranjoi@msvfl.gov Review item used to allow building to comment during a plan review Comments: Product approval provided are for the windows only. Provide product approval for doors. October 18, 2019 10050 NE 2 Ave Miami Shores FL 33138 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: (q 02 �)O� Qualifier/Owner Signature Date Print Name