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REV-07-22-1900, 29 NE 102nd StMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 29 NE 102ND ST, Miami Shores, FL 33138 1132060131650 Contacts Christian Ulvert & Carlos Andrade Owner APEX RENOVATIONS & CONSTRUCTION Contractor 29 NE 102ND ST, Miami Shores, FL 33138 INC Mobile: 3053363631 christian.ulvert@gmail.com JAIME AURELIO JR TELLO 13200 NW 43 AVE C, OPA LOCKA, FL 33054 jtello@aluma-pro.com Inspection Requests: Description: REVISION SUBMITTED TO PLANS ACCOUNT FOR Valuation: $ 0.00 30S COLUMN +TRIPLE PANEL DOORS ( iUN Tota I Sq Feet. 0.00 Fees Amount Revision: Major Change of Plans $90.00 Scanning Fee (Manual) $12.00 Structural Review ($60) $60.00 Total: $162.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $162.00 Credit Card 09/02/2022 $162.00 Amount Due: $0.00 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. that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws . Futhermore, I authorize the above named contractor to do the work stated. , / Applicant / Contractor / Agent Date September 02, 2022 Page 2 of 2 Miami Shores Village RECEIVED Building Department AUU UI'6(_ 0A1 AAZ02UGZ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY• FBC 20ZO BUILDING Master Permit No. 00 - I klq :23 PERMIT APPLICATION sub Permit No.*,*g �— ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:]SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2a Yi- 102 6' City: Miami Shores County: Miami Dade zip: 33� 38 Folio/Parcel#: Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1.��`Y \ate Ul�� Phone#.c Address: 2-A 06 Rz;rz ' City: Y-elynv-y- kk S State: Zip: ni ss Tenant/Lessee Name: Phone#: Email: CLX r�G�n, L.t�tiN� e ��y Ce �,r• CONTRACTOR: Company Name: Address: Phone#: City: State: Zip: Qualifier Name: State Certification or Registration #: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Add Value of Work for this Permit: $ City: Square/Linear Footage of Work: State: Zip: Type of Work: ❑ Addition ❑ Alteration ,,,. ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r<ZV(Sl On S�r� ► `t Alrel 'A-0 p(QyLg 'b 4 GLoa/rC� 15 e,LA '^V-\ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City ° State Mo�der's 'Na e ( Ipplicable) Mortgage Lie Address Zip City State t Application is hereblm';1?6btain a permit to do the work and installations as indicated Zip 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 OWNER or AGENT The foregoing instrument was acknowledged before me this _( day of'�1 V�i��.i,� _ 20� by ., L1 �J I I In V 11 61 ; who is11//Z personally known to me or who has produced �,� O— � l AS-C as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to identification and who did take an oath. NOTARY PUBLIC: as Sign: OZLSign: Print: I Print: Seal: Seal: MERLINE CHERY MY COMMISSION # HH 252206 EXPIRES: April 12, 2026 ***srr**s*:***:******s**************s***r**r********•******s****r********:* 777 APPROVED BY Plans Examiner Zoning ?J�'v✓ Structural Review Clerk (Revised02/24/2014) ROSALES . STADTHAGEN Architects TRANSMITTAL To: UIVE'RT - ANMMADE Re: 5T9-uC1ruR-AL Date: , g Z s f V GZ Project # We are sending you Prints Under separate cover Samples Specifications erewith Copy letter Other. Shop drawings Literature Tracings Slides Change order Photographs No. of copies: Description and/or latest date: A.SX (LOCK EOS ,T9_ucTug-A4_ tzf-V1S 1 oW 5r-ETcKF-5 2 SETS (2 a1FFpc4A) • .514-V 5v--2 COLWV3 VEO,AIL PLAN ♦ SECTIAS 2. SIC.-3 T�.tpr pAtiaF..L Paa�Z-S— FRAV�t'��INh�L SE C.-T 101) Ce Q B) f V%ASTIE(L i6r=0 (Z.0Q A) 73. EMS'TINC W 1 NOdwJS 'C oa Wfcf.E Rom-INST-ALLEp Y O V WEED To 0 VrA N #4hV P ?- ESET TO TMC 1TY T,rks Q ro d,c, k c.orkcol A p p rev k1 Na A Foy. 7wr- N -ro 8E APPi- dv 59 No exceptions taken For review and comment Note comments or your use Rejected Per your request esubmit For file or distribution Other: �{ • �- � Q UE. ST Fes- I N S�C,'r l 01l S REMARKS: c4%4 & AC TdV- TZ) c4vr Acc -r Pt 9-E C.TL`f To SC CIF - Dui Sent by: Via: If FAX #: # Pages: Copies this letter to: Copies with enclosures to: —fFlaN� -tots LN,ECEIVED s rR� c rv�C;q� APpROVF� '�c lV/Ew T. CONC. BEAM REMAIN) PROVIDE L4x2x3A" CONT. STL. ANGLE FAST. W/ WO "HILTI" KWIK BOLT 3 EXP. BOLTS ® 16" O.C. (EMB.=4") SLIDING DOORS (REFER TO PLAN) Rid["061► 3 iREm fflom`10 M-0 STL. ANGLE DETAIL SCALE: N.T.S. im ff °r'""""'"m°"' F`"`a°'"°"' " mo fINM.7I�ML IIml�I nma OF FdC To VJLL RN8101M. NCUA�ID fFL'lldi PEllINNq 10 NN.X2 aw�ar -. Project ULVERT ANDRADE RESIDENCE Scale AS SHOWN Drawn Issued 07-95-79 Project No, aolr�r FL PA o arm £i�wiw=�0,0W. Cross Ref, Revlslons SK-3 Sn"M1. ma.awne�aaxN. ,db1�Rs I '-10" 5'-1 0" 5'-7" 5'-10" 6'-0" 3'-11" 5 6" 6" 6 / SK— PROVIDE CONC. PEDESTAL ; VIDE FOOTING' I (REFER TO DET. /S-11) ENT AT NE OLUMNS PER DET. G/S-9 1 F-4.0 F-4.0 S-6 F-4.0 F 4x7 I VUF-16 L T1 J SwF _ 6J L j i✓=$ SC-1 SC-1$ r 1 C-2 oL N —J L__T �J L_ _J 16" 6 16" I I ------ H NG OR-0 — — — — PR ,�2OOF ABOVE — — — — — — — — — — — — I CO EET S-2 TH ST. TL. OLU4/ { TO EM N) ,(-fYP. ROVIDE.44 ® 4" C. 12 ER SHOWN) ,-V.I.F D " S X —6 ONG' / Ir EM DMENT s IST. CONC// PARTIAL FOUNDATION & N GROUND FLOOR PLAN ��►E:on' SCALE : 1/4"=V-0" .R .- t.• o _Z '2z a STATE OF ko TO THE BEST OF MY KNOWLEDGE THESE PLANS CONFORM Project TO THE STRUCR1RIL REWAtEIEMF.M. S OF F.2D20, LATEST ULVERT ANDR I E REVISIONS. INCLUDING SECTIONS PERTAINING TO H.V.H.Z. Scale Drawn Issued Project No. �m�I S M. - -20 Cross Ref, Revlslons MD OIIaI FlIOl�lIY 011, M liQ E°� No al�w.va � a A Eo axiun rZI M L—%Z- ALEXMDER ROCHELL Ndl //N01� W NM Mi11Y FL P.E. H07M wn"Im Fm oswwo TN[ 0` E f ROCHELL ENGINEERING, INC S K 1 MO. mama W, OO rt °' p, py�, ar 373 bM° 9�?a OW"I'L M11111nc G✓�MESS CERT. OF NIMOAPA1pN No. 27054 EXISTING STL. COLUMN (TO REMAIN) 4" PROVIDE #5 DOWELS x 3'-6" LONG. DRILL & EPDXY GROUT 6" MIN. r, INTO FOUNDATION AND y I CONC. BEAM OD -_--_-_�, PROVIDE WO x 2Ys" HEADED STUDS ® 12" rd�� O.C. rvicrnlr rnKlr PROVIDE 1 #5 p VERTICAL REINF. PROVIDE #5 DOWELS x 3'-6" LONG. DRILL & EPDXY GROUT 6" MIN. INTO FOUNDATION AND CONC. BEAM PROVIDE 2#4 DOWELS ® 8-O.C. DRILL & EPDXY GROUT 4" MIN. INTO FULLY GROUTED CELL OR COLUMN. PROVIDE 1 #5 VERTICAL REINF. I NOTE:��ER�� ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET XP" EPDXY �`® o Ro z ADHESIVE MANUFACTURED BY SIMPSON STRONG -TIE CO. UNDER FL '��` �,rc a wsF •,�S� �i�� 16230-R1 PRODUCT APPROVAL ; DETAIL A SCALE : N.T.S. STATE OF i 0 • k/ m „ �,,, ,v„NM,,,=RAW a,�„Project m DE MMER RAL raw-NhlEf0s aF Faa. 7020, utrsr 111VMM. WoUlM D SOMM PERrNNYiD m FI.Vxz ULVERT ANDRADE RESIDENCE Scale Drawn Issued Project No,AS a�°Ni Diu ennNr — _ 20 Cross Ref. Revlslons A `J' NMI N 11s p�� N NY IAI KDWIIER ROf:FEll. RUN NCI AgpO�t Nlt /ilm 10 M" IYIIIY ft PE /W .M IIONNL� 1:1 so= L iSMR10M - Nh 3,80mo aocwaa.er+cnr n"s.ac,: SRNCIIN�LAd6U4111Gpum Cm. W NIIINmiiu V. vm KrPJ August 19, 2022 RE: Ulvert-Andrade 29 NE 102 Street Property Window Re -installation To Whom It May Concern, This letter certifies that we have reviewed and acknowledged that the six windows noted below being re- installed at 29 NE 102 Street Miami Shores, FI 33138 are in proper condition for re -installation and meet the building standards laid out in the Florida Building Code. Windows 1 & 2 (on plans) 2 SS Serie MG-300 windows 174"x50".5/8 I with a NOA Certificate of independence: FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding WINDOW (LMI-SMI) - Cl 2017 Windows 3 (on plans) 1 SS Serie MG-300 windows 1 37" x 50".5/8 1 with a NOA Certificate of independence: FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding WINDOW (LMI-SMI) - CI 2017 Windows 4 & 6 (on plans) 2 SS Serie MG-300 windows 174"x63" I with a NOA Certificate of independence: FL20359 R2 CO1 SS -Series MG-300 Alum Horizontal Sliding WINDOW (LMI-SMI) - CI 2017 Window 5 (on plans) 1 SS Serie MG-300 FIXED windows 153"x 63" ( with a NOA j Certificate of independence: FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding WINDOW (LMI-SMI) - CI 2017 Sincerely, CES Coinstruction, LLC Rudy . Ortiz, PE President/CEO r�O'•';s� 880 SW 1450h Avenue ' Suile 106 Pembroke Pines, FL 33027 954 613.4353 cesinfo o cesconstruct.com 11cesconstruct.com L icense #CGC1512966 FRIONT AND BACK OF THE HOUSE.png 8/22/22, 12:17 PM 0 +o -e +t53R' NCW? ' M5"M M S?R NME SCOPE F W'X. �KISRY _ ZME H R Window 20... XO Bronze �» Std. Sill Size: 74 x 50 5/8 SOUTH ELEVATION Glass Makeup: 118 HS + .090 PVB + 1/8 HS SCALE : w•=, -o Glass Tint: Green Glass Interlayer Tint: Clear Glass Coating: None Glass Texture: None Screen: Yes High Bottom: No Egress: 1st Floor YES, 2nd Floor YES PSF: +70.0 -80.0 BACK OF THE HOUcc ,f — ....... H R Window 20... XO Bronze Std. Sill =- _ Size: 74 x 63 -- _ Glass Makeup: 1 /8 HS + .090 PVB + 1/8 HS — Glass Tint: Green Glass Interlayer Tint: Clear Glass Coating: None Glass Texture: None a s, Screen: Yes _High Bottom: No Egress: 1st Floor YES, 2nd Floor YES PSF: +70.0 -70.0 45 OPSF -17 PSF -47 PSF _.. _. m,lmm ____ Fixed Window 3... Picture Window Bronze Size: 53 x 63 Glass Makeup: 3/16 HS + .090 PVB + 3/16 HS Glass Tint: Green Glass Interlayer Tint: Clear Glass Coating: None Glass Texture: None Screen: No High Bottom: No PSF: Check N.O.A. https://mail.google.com/mail/u/O/ Page 1 of 2 FRIONT AND BACK OF THE HOUSE.png 8/22/22, 12:17 PM ,ttps://mail.google.com/mail/u/0/ Page 2 of 2 WEST SIDE.png 8/22/22, 12:16 PM x ►" 12"-9Y R Et. _ ♦t.-6 ATOP OF 4A8 W - 3 (.13.]E" N040) H R Window 20... XO Bronze Std. Sill Size: 37 x 50 5/8 Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS :.: Ps Glass Tint: Green Glass Interlayer Tint: Clear Glass Coating: None Glass Texture: None Screen: Yes High Bottom: No Egress: 1st Floor NO. 2nd Floor NO EAST ELEVATION SCALE : Y,'=l'-C" WEST SIDE OF THE HOUSE SOP_ OF BEAM_ ARW OF AI% El. - IO'-0' (t13.3r NGWi U https://mail.google.com/mail/u/O/ Page 1 of 2 WEST SiDE.png 8/22/22, 12:16 PM -�,ttps:✓/m.qil.google.com/mail/u/0/ Page 2 of 2 AERIAL .png ti- - 8/22/22, 12:17 PM https://mail.google.com/mail/u/O/ Page 1 of 2 AERIAL .png 8/22/22, 12:17 PM ttps:!/m�il.google.com/mail/u/0/ Page 2 of 2 4/12i2018 BCIS Home Log In User Registration Product Approval USER; Public User Florida Building Code Online �F Hot Topics Submit Surcharge Stats & Facts Publications `, FBC Staff BCIS Site Map tanks Search Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail •••• • • • • • • • • • • FL # FL20359-R2 ...... ..:..' Application Type Revision .. .. . • •. • • . ...... Code Version 2017 . . . . ...... Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative "Address/Phone/Email Category Windows Subcategory Horizontal Slider https://www.fioridebuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2fMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzyIBA%3d%3d 114 4/12/2018 Florida Building Code Online 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) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received 7avad Ahmad PE-70592 •••• •••••• Keystone Certifications, Inc. • ...... .... ...... 08/27/2025 ...:.. Ammad Riaz, P.E. •••••• ;•••;, • Validation Checklist - Hardcopy Received .... ...... . . . ..... • ..... FL20359 R2 COI SS -Series MG-300 Alum HorieoniaNSlidino \Ii.n w(LMI *- SM)-CI 2017.p Icf .. . .. .... ��_��• . . Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 https://www.floridabuilding.org/pr/pr app_Otl.asp)?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzylBA%3d%3d 2(4 4/12/2018 Florida Building Code Online Summary of Products FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizons 1 tiding Approved for use outside HVHZ: Yes Window (LMI)-2017 DWG W16-26.pc f •,,,,• Impact Resistant: Yes Verified By: )avad Ahmad PE # 7059;,• ; , „ Design Pressure: +90/-140 Created by Independent Third Party; Y„• ••,.•• ••, Other: See attached drawing W16-26 for span vs. load combination and installation details. Evaluation Reports • * FL20359 R2 AE SS -Series MG-300 AL�HorizQntal Slt idin$•• Window (LMI) -PAE 2017.pdf •,,,,• ;••••• Created by Independent Third Party;.Ye,%. •„ 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant alumi mlm" r rorizontal sliding Sliding Window window. • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG-300 Alum Horizofitjjl`Viding Approved for use outside HVHZ: Yes Window(SMI)-2017 DWG WIG-28.pdf Impact Resistant: Yes Verified By: 3avad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window(SMI) -PAE 2017.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallah_nssee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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: ® . Wq gGtG;k M https:ltwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzylBA/3d%3d 3/4 4/12/2018 Florida Building Code Online Credit Card Safe .sees. sees.. .... sees sees.. sees .sees. sees sees sees sees.. sees.. sees.. sees.. sees.. sees.. sees. sees. sees.. sees.. sees.. https://www.floridabuilding.org/pr/prl_app_.dti.aspx?param=wGEVXQwt0qua%2fMZBn5CNatycogDkVRBfoovySgwKoQNptZRtzylBA%3d%3d 4/4 %I AL- FA CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date:01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET MEDLEY FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(X0) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the �,!lt of rpy I nova 4ge"nd ability, the above product conforms to the requirements of tie 2017:FI86Ma:BtZIc:nA Code. Evaluation Report Engineer: . • .. t,v�o�Ar-0,, . . • Javad Ahmad PE # 70592 • . • ; !' AI-Farooq Corporation EB #3538 • • °*ci• (o• o�:: • ••• • • ••• l����+Seale*:'Wt312CW18 a•',ss;b 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T:305.264.8100 1 F:305.2M:M9 �' 1 ai er?t;�orl I _a_ arooafceng.com • • • • • • • • • • (2) ADOL AN SEE CHART 74' WINDOW WIDTH ON SHEET 4 (4) ANCHORS TYP. ///---AT MTG. STILE ENDS 6' MAX. A Al 4" O.C. HEAD/SILL 6 C O -ii --- -"- it II fO C� N � II II WU1 it I J D Ii I 11 it I 11 II I 11 it !� I -TI _ IF 32 3/8' 111 - 32 37 3/16" 96' WINDOW WIDTH MUNTINS (2) ADDL. ANCHORS CE APPLIED) SEE CHART USED ON SHEET 4 (4) ANCHORS 6' MAX. AT MTG. STILE ENDS A HEAD/SILL FALSE MUNTINS M CORNERS 8 '-- AT 4' O.C. AY URFACE USED APPLIED) 1 IJ i 1 1 1 ITT 1 II II I -II u rS a C D it = M 2 to 1 II 1 II I D 6 I 11 I m%V 0ii QQ�C)O .. •••A, • ••• •••• • • v wool ......CL 43 3/8" 43 3/8' ME:. • -I �• � • • 7e 8 D.L. OPG. D. L. OPG.� '� • If LJ cd • • • y,o TYPICAL ELEVATIONS 48 3/16` , ry w •••••• TESTED UNITS VENT WIDTH � w SERIES MG-300 SHUTTERS AREWINDOWSNOTARE REQUIRED. RATED R tAl�. aySA�+LL MISSIIiE I. PA.T.I = 3 ALUMINUM HORIZONTAL SLIDING WINDOW • • • g�g � � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER • • • �S CD 0 CHARTS SHOWN ON SHEETS 4& 5. al m 8 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORI2. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.Q.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH; EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2DY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. -- ANCHORS SMALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'5 INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND y INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION 4 PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. R THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID K p ALTERED BY ANY MEANS. C SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WNGI WILL BECOME THC ENGINEER Of RECORD (GO,RJ' FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPEIR a� USE THE P.E.O. D. OF RECORD, ACTING A DELEGATED DOMNR TO ENGINEER TO THE P.E.D. FREVI E EE SHALL SUBI•T ro THIS TATTER THE SITE S SPECIFIC DRAWINGS' Fpit RENEW. . THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Op G THE PROFESSIONAL ENGINEER Of RECORD THAT PREPARED IT. 0 O v FL #20359 �g< 1NIt •_ 4 `` ,pJ AN. '�,•'1jCEN8F ��,, ro w 4 ` ` No.706D2 o Sealed: 1/12/2018 drawing no. W16-26 111 7/8' roV 3 EE APPLIEO) Q ry p J USED ae7 $ten .... -1 • • • ail • •.•.•• • m 2b•000% 3 • VENT WIDTH VENT WIDTH • . • .. • • w `� i • i • • a17 127 5/8" • .. • • . q »+—..�. WINDOW WIDTI4 : • • M (4) ANCHORS • • • • • • 3 ?" AT WIG. STILE ENDS • • • HEAD/SILL 1 A ,�AT 4" O.C. FALSE WUMINS • q ,J CORNERS I 6 - - (SURFACE APPLIED) I N p ��• ��� MAY BE USED 3 an C p Wt 7 i m r Y` G • O m ITZ ��] O No.70522 y r 32 3/8" 48 1/8" 32 3/8"I L L 3 _ o` D.L. OPG. D.L. OPG. D.L. OPG. io `•b ' 37 3/16' 37 3/16" ', drawing n0. VENT WIDTH VENT WIDTH TYPICALFVATIONS �......1O"•'' TESTED UNITS FL #20359 ��'���RIAl�1'�� sneer 2 of 10 c��l�.a. .l ie nlnn.le i WINDOW WIDTH 6' �. HEAD/SILL (4) ANCHORS AT MTG. STILE ENDS A AT 4' O.C. FALSE CORNERS -I I 1 1 L 1 II It I 1 II ti II 11 O it II 11 It p It it 11 it 11 I I 11 I I II II 11 I I 6 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'.D. GLASS N .090" Interlayer 090" Interiayer 090" Interlayer yp Troeifoi PVB By 'Kuraroy America, Inc.' Trosifol PVB By 'Kuroray America, Inc.' SentryGioe By 'Kuraroy Americo, Inc.' x # 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREN'O. GLASS 3/IB" HEAT STREN'D. CLA59 1� °� n �' t,l SILICONE F�• SILICONE SILICONE O DOW 795 3 yy w DOW 795 m DOW 7951 w C 22 ii !i .m 22 ii H N r uI of 1: I I: i O it it 11 11 O •••• o: o: ••••••: q�Yo 10 �E i 1/4 ON a i AT POINTS ON UTES : ••• ZO AT 1/4 POINTS ON LRES 29 AT POINTS lRES 29 1/4 29 • • • • • • 1MbER THAN 36- ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY • • a • GLASS TYPE 'A' GLASS 'B' GLASS TYPE 'C' 5/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS •• •. • - • • • •u 1/8" TEMP. GLASS 1/8" TEMP. GLASS 1/8" TEMP. GLASS • • • • • • • • • • •4i --1/4" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE • • • • • • : • • • • •I • • • 1/8" NEAT STREN'D. GLASS 3/18' HEAT STREN'O. GLASS 3/16" HEAT STREN'D. GLASStA • • • • • • • �{ w •°, 090" Interlayer 090" Int rlayer 090" Interloyer • • • • • �j o • Trosifol PVB By 'Kuraroy America, Inc.' —Trosifol PVB By 'Kuraroy Amorico, Inc.' SentryGlas By 'Kuraroy Americo, Inc.' • • • • • • • • • n m µ� M p 1/8' MEAT 5TREN'0. GLASS 3/16' HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS • • • • • • • • 0 3�i SILICONE DOW 795 w SILICONE DOW 79S SILICONE DOW 795 • • • r� z m ro 4 22 I. m 22 I1 ro 22 iii555 I' I I I N i 1. 1 it jl tl 11 II �I II II tt 0 10 1 29 AT 1/4 POINTS 29 AT 1/4 POINTS 29 AT 1/4 POINTS ALL SIZES ALL SIZES 'Rl' ALL SIZES 'Cl' GLASS TYPE 'A1 -- 11/18' OVERALL INSUL. LAM. GLASS -• - GLASS TYPE — 7/8' OVERALL INSUL LAM. CLASS _ _ .- 7/8- GLASS TYPE OVERALL INSUL. LAM. CLASS -•— — -•.-I , V GLAZING OPTIONS u4r� ``t1lLtiulf 1/4" AIR $PACE CONSLSTING OF: ' DURASEAL' EDGE SEAL SYSTEM 'QUANEX' — BY 8 g no. L;l FL #20359 aealeu: Ir 1 ueu l o DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) GLASS TYPES GLASS TYPSS GLASS TYPES CLA35 TYPffi CIASS TYPES 'A' 4e 'Ai° 'e' A 'HI' 'c' IE 'C1' FRAME DIMS. 'A' a 'AI' 'B. k 'BI' 37" 53-1/8" 1. 74• 84" 96" 26` 80.0 1 80.0 80.0 1 80.0 90.0 1 140.0 1 39" 1. 60" 72' 84" 96" 24' 80.0 80.0 1 80.0 1 80.0 90.0 1 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 $0.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 KO $0.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 $0.0 80.0 $0.0 00.0 14D.0 solo Solo 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2' 37" 53-1/8' 63" 74' 84" 1. 38-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 24" 36, 48' 60' 72' 84` 96' 36" solo solo solo solo 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 00.0 80.0 80.0 Bolo 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 _ SO.D 90.0 140.0 80.0 80.080.0 90.0 140.0 80.0 80.0 80.0 $0.0 90.0 140.0 80.0 _80.0 80.0 90.0 80.0 20.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 50.0 00.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 26-1/2' 31" 53-1 /8' 6S• 74" 84' 96" 50-6/8" 80.0 90.0 80.0 80.0 90.0 140.0 24" 36" 48` 60' 72' 84` 96" 48' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 60.0 00.0 y90.0 140.0 solo 80.0 solo 80.0 140.0 80.0 solo 00.0 _ 80.0 90.0 140.0 80.0 80.0 50.0 80.0 _90.0 90.0 _ 140.0 80.0 80.0 80.0 80.0 90.0 140.0 $0.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 $0.0 80.0 90.0 140.0 80.0 80.0 00.0 80.0 90.0 140.0 Bata 80.0 80.0 80.0 90.0 138.7 80.0 80.0 80.0 80.0 90.0 140.0 - - 80.0 30.0 90.0 121.4 - - 80.0 80.0 90.0 128.0 26-1/2 1. 53-1/8" 63" 74" Ba" 96" 63" SO 80.0 80.0 90A 140.0 24' 36, 48" 60" 72' 84' 96" 60' 80.0 80.0 80.0 80.0 904 140.0 S0.0 _80.0 _ 80A 80.0 80.0 gob 140.0 80.0 $0.0 80.0 80.0 00.0 140.0 80.0 80.0 60.0 80A 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 $0.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 20.0 140.0 80.0 80.0 solo 800 90.0 126.5 00.0 80.0 _80.0 sol o 80lo 90.0 138.E solo solo solo Solo ..a 111.5 solo solo solo 8p,0 90.0 117.0 - - - - 90.0 07.5 - - - - 90.0 102.4 28-1/2" 37" 53-1/8" 63' 74" 74" - solo Solo 24" 38" 48" 60' 72" 84" 72• 80.0 80.0 - - - - a0.0 80.0 - - _ 80.0 _ - 80.0 - .0 _- ---- - Y80.0 _80.0 80.0 -- - 80.0 Bolo - 80.0 80.0 - - - 80.0 1 80.0 - - - 80.0 80.0 - - 84' 96" - - - 90.0 140.0 y1 la `< - - - - - - 98' 48' - - - - 90.0 140.0 74" 84" 96' 83 - - - - 90.0- 140.0 72" 84" 96' 60 - - - - 140.0 - - 90.0 .132.7 - - - _90.0 - 90.0 140.0 -_ - 90.0 125.0 90.0 128.0 (1/2W) (1/2W) •o r ' 1 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD (XO CAPACITY OR OX SIZES) - PSF FRAME DIMS. GLASS TYPES 'B' • '81' GISS TYPCR 'C' & 'Cl' FRAME DIMS. CLASS 's' h TYPES 111' CLASS 'C' Y< TYPES 'CI' Q q • �. y� L12"Ili. WIDTH HEIGHT EXT.(+) INT.(-) EXI.(+) IHT.(-) WIDTH HEIGHT EXT.(+) INT.(-) W.(+) INT.(-) 55-1/2' 9-N/16 3- le 94-1/4' 26" 50.0 80.0 90.0 140.0 54• 63" 72" 81" L0. 24' 80.0 80.0 90.0 140.0 ..a 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 55-1/2" 9-11/16 83-1�4' 94-1 4• 38-3/8' 30.0 8MG 90.0 140.0 30.0 80.0 90.0 14010 80.0 $0.0 90.0 140.0 54' 63' 1.'80.0 81' 90" 80.0 80.0 90.0 140.0 solo solo 90.0 140.0 $olo 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 90.0 140.0 55-1/2" 83-1/4" so-se 80.0 80.0 90.0 140.0 80.0 50.0 00.0 140.09-11/16 60.0 80.0 90.0 140.0 80.0 80.0 9a 1 .0 solo 80.0 90.0 140.0 54' 63..090 72" 81" 90" • 48" solo solo 90.0• •i901094-1/4" 80.0 solo 90.0 121.4 1 55-1/2• 83-1/4' 63" 80.0 solo 90.0 140.0 solo 80.0 90O 474009-11/18 80.0 80.0 90.0 111.5 8 . .0 90.0 1 0. � N 0 • • • • • • • • F r3•••i ME N O mmm 50.0 80.0 90.0 97.5 40.0 450.0 90.0 140.0 55-1/2" 74" 80�0 8D.0 70.9 98.5 54" 1/18 80.0 80.0 62.2 86.4 63" 72• 60' 81' 90' 54' 72" 72" $0.0 1 Bolo 60.0 sme •i•010 8 . solo 90. 140.0• 486.0 460.0 9010 11740 - - 9 • 1 .4 50.0 solo 90.0 140.0 -do.0-1 80.0 1 am 96A • • W 'i OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH NOTE: 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 0, ! 4t, y;.O No, 70�69'Z�' � � I Iti 41 drawing no. W16-26 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES B' & 'Bl' GLASS TYPES 'G' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 126' 2G` 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140A 80.0 80.0 90.0 140.0 74" 11 _1/4" 111' 126" 38-3/8• 8010 80.0 90.0 140.0 50.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4" 111• 126" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 138.7 80.0 80.0 90.0 140.0 80.0 80.0 90.0 129.080.0 80.0 00.0 125.7 80.0 80.0 -80.080.0 E -80.080.0 -80.080.0 BD.O 80.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B. & 'Bl. GLASS TYPES 'C' & 'cl, WIDTH HEIGHT EXT.(+) BIT.(-) EXT.(+) INT.(-) 72' 84" 96' 108" 120' 24" 00.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 72" 84' 96• 108' 120' 36" 80.0 80.0 90A 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" Be 96' 108" 120' 48' 80.0 80.0 90.0 140.0 so" 80.0 90.0 140.0 80.0 80.0 90.0 W.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" Be 98" 60" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 in - (I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES •0, k 'Bl' GLASS TYPES 'C' & 'Cl, WIDTH MIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) 74" 106-1/e 111' 126" 28" 50.0 80.0 90.0 140.0 80.0 80.0 00.0 140.0 80.0 80.0 90.0 140.0 80.0 00.0 90.0 140.0 74" 106-1/4" 126• 38-3/8" 1 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 74" 106-1/$ 111" 126" SO-5/8` 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 74` 106-1/4' 111' 63" 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 - - 74' 106-1/4' 74" 00.0 80.0 - - ED 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' k 181. GL60 TYPES 'c' k TV WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) W.(-) 72" 84' 96" 108, 120' 24" 80.0 so.O 90.0 140.0 80.0 50.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 30.0 20.0 140.0 80.0 $0.0 90.0 140.0 72' 84, 96" 108' 120' 36" 1 30.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 1 80.0 80.0 00.0 140.0 72" 84, 96' 108" 120• 48' 80.0 80.0 90.0 14M $0.0 80.0 90.0 10 80.0 80.0 - 30.0 80.0 A14010 80.0 30.0 72"80.0 Be 26" 108" 120" 60" 80.0 - 80.0 80.0 - -• 80.0 80A --- - 80.0 80.0 - I-• 80.0 80.0 72' S4" 96" 108" 72" 80.0 80.0 - 80.0 80.0 J • 80,0 80.0 .• 50.0 60.0 •i � i Qo a• OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XOX' FL #20359 'N0.70B92 .•r� . � a .0 k � s � Drawing no. 10"'' W16-26 /I filill��`�� II 711111111 sheet 5 o110 iBY WOOD BUCK -[4 ,dA v'•, a a.e 0 4S' 0 W2 n 9 A • TYPICAL ANCHORS SEE ELEV. x FOR SPACING m EDGE Div. 4 + • •, . d. d EDGE DIET: • TYPICAL ANCHORS SEE ELEV. FOR SPACING 9 TYPICAL ANCHORS SEE ELEV, FOR SPACING WEEPHOLES: W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. WOOD BUCK TYPICAL ANCHORS SEE ELM FOR SPACING _ V I'r--_ =__-____-� j I MULLION & MULLION ANCHORS 1 I � � I SEE SEPARATE APPROVAL I z k n E DGE - -,----= IJI Q4�gfi �4q ll gill" TYPICAL ANCHORS SEE ELEV.PACIW• •0 lot; t a. y� WOODBUCKS AND METAL STRUCTURE VOT BO MR. GL:SSw - • a • MUST SUSTAIN LOADS IMPOSED BY *""SYSTEM • • • 1• AND TRANSFER THEM TO THE BUILD,(JJ •S%U�TURE. • I • - , TYPICAL ANCHORS: SEE Wv FOR SQACINC • • V -• 1 /4* DLA_ ULT ACON BY ' - -O' (&f j7•K9, Fy-155•ICSI) 3 • • •,J INTO 28Y WOOD BUCKS OR WO"SlrPMIKJRES • • • • • 1-1 /2" MIN. PENETRATION INTO JV8% 4VbD/SILL!6J ? • • • • THRU 1 BY BUCKS INTO CONC. p @j 1-1/4" MIN, EMBED INTO CONCQM/SILL/JAMBS) to "' w • 1-1/4" MIN. EMBED INTO BLOCKS (JAMBE) w • ni°•• DIRECTLY INTO CONCRETE OR BLOCKS • • • • • • i a M 1-1/2" MIN. EMBED INTO CONC§lj;THE:D/SILL/JAP•S) • •+p•�i 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) • • •'y ~ #14 CMS OR. SELF -DRILLING 'SCREWS (GRADE 2 CRS) , o INTO F.B.C. APPROVED MULLIONS w OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PIATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS . 2-1/2" MIN, c INTO WOOD STRUCTURE . 1" MIN. a INTO METAL STRUCTURE - 5/4" MIN. WOOD AT HEAD, SILL OR JAM89- SC - 0.55 MIN. -- CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN, U • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 4 FL #20359 Sealed: 1/12/2018 arewing no. 11 W16-26 11 VENT WIDTH 1/4- MAX. �4� 1 /4- MAX. SHIM © 2s O O SHIMS b B D.LO. 7 4 TYPICAL ANCHORS SEE ELEV . n I OPTIONAL TO 24 PRBJti UTCH S � FOR SPACING xj 41 �j _ _ _ 1.q/4.- OTYPICAL --t9--� El .51 EXTERIOR 16YWOOD BUCKSwlrroow vnm11 S SPEE ACING OX OPPOSITE OX PPOSITETFOR • VENT WIDTH ♦ • • • • • s K a! 8 SHIMS o,' s • • • TYPICAL ANCHORS •Sff 00 •�..� f--•-- OPTIONAL TO 24 SPRING LATCH 4 + 'a • • • FOR SPACING • • s. Z y W METAL _ . • •gT STRUCTURE I _. W '�• C p n 6 17 18Y 4 - WOOD BUCKS d D.L. OPC. WINDOW WIDTH - •. ._. _ 0 _ . o _ TYPICAL ANCHORS m S ' 0 EEV. xS28 LAYOUT FOR SPACING 011ILL��JJJ .r7 JJ 'a «. ? d \ .70602 8T drawing no. 19'•'•'' a`• S W16-26 sheet 7 of 10 FL #20359 tL11I 1111 Sealed: 1 /12/2018 I .. oAA T"T.0'e'ri' AL ANgCHORS ELEV. SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. �!ImrMimm F.B.C. APPROVED to MULLION k MULLION ANCHORS Z SEE SEPARATE APPROVAL Q I� n EDGE DIST. r y VQ TFOR p CAL ANCHORS TYPICAL • + • • ••- SPACING ••• •• Ill.3 lso •••• 4 b jz 0 so •••••• • I�^I�j •4 O • • • SHIMS • • • • • • $>>- r 5 ALT. •••••• Z o W �i C7 J TYPICAL ANCHORS NG N � m� � FORSEE SPAC Qt----i � 5 a o 0 z No. 70ag2 ,, s'...... � FL '���i��!r►�+�; `� drawing no. W16-26 •he®t g ot10 #20359 Sealed: Ill 212016 13. 2.84E ^-----+j 621 6 2.313 1.302 082 188' 062 TYP. �9 VENT TOP/BOTTOM RAIL 1.189 -d 2.406-•"1 1.439 �11_ 1) FRAME HEAD FRAME SILL .062 .2503� 1.545 SILL TRACK 2. FRAME JAMB 1.189 �t.531 O8 JAMB STILE 2.406 -- 30 {I�� 1.189 1.531 ^ n VENT INTERLOCK ITEM PART y QUANTITY DESCRIPTION MATMAL MANP./SUPPURR/RRMARKS 1 M0203 1 FRAME HEAD 603-T6 2 MG301 1 FRAME SILL 6063-T6 - 3 Me= 1 SILL TRACK INSERT 6063-TG - 4 MG303 AS REQD. FRAME JAMB 6063-T6 - 5 M0212 AS REQD. FLUSH FRAME ADAPTER 6083-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 M0304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6. - t0 MG208 AS REOD. GLAZING BEAD (5/16- GLASS) 6063-T6 1GA MG200 AS READ. OWING BEAD (7/16" GLASS) 6063-Te - 10B MC210 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 8063-78 - 13 M0305 AS RTEQD. ADD -ON SILL RISER 6063-T6 0000 14 M0321 4/ VENT ROLLER HOUSING k GUIDE CELCON - 15 U0322 2/ VENT ROLLER BRASS - • • • 18 M0323 2/ VENT ROLLER PIN W. 17 #10 X 1' AS REOD. TM ASSEMBLY SCREWS CRS I PHW4% • • • • • • • 18 #10 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS SILL ENO) CRS PH 19 W222322 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAS 22 E202 AS RE00. GLAZING BEAD BULB NEOPRENE UL • 24 SL203P 2/ VENT SWEEP LATCH. AT 10-1/4" FROM EACH END ZAMAK _ SlN.1.11PA44k•ASSOC. • 18 X //8" 2/ LATCH LATCH 615T. SCREW ST. STEEL FH M0211 2/ VENT SPRING LOADED LATCH 6063-TS ALTERWE TOOSWEEP IAIM • • • - 1/ LATCH LATCH SPRING ST. STEEL L24A - -2/ WOW. HI -FLAW WEEPER - PR@F&"4[L101NEERINO PROD" - 1/ VENT 5 16' BOX SCREEN - AS READ. SILL INSERT, 2" LONG 6053-T6 AT MTG, STILE LOCATION • • • • • • AS READ. SERINO BLOCK AT 1/4 POINTS EPDM D OM t3 SHOR&A 2.844 --y -� 1.409 0621.189 TYP. 13 ADD -ON SILL RISER SB4 -- 2.786 �e FIX,9P MTG. RAIL .500 .672 1.OIOp .062 1.122 ® FLUSH FRAME ADAPTER 28 SILL INSERT -1.078 1.421 seap- • 1 .985 TF I �. .7E81.050 .78� 1 - .030 .865 .78d 1 I .050 .885 1.029 i 096 1.096 V-1.098 O SPRING LOADED LATCH 10 ® LAZING BEADS `p �p /i . * •``+�P`'a �,,��'' � '1 °� 70692 •'•.• drawing o no. FL #20359 '�����o®W6►e.��.�``.�`` W16-26 tltlj 111\A1 sheet g 0110 Sealed: 1/12/2018 Z qg d 2 ac FRAME TOP CORWEr7 •••••• ••�•• z •••� • •••r VENT TOP/BOTTOM CORNER • • • • • • • z • •••• • •• • L% • • ••••• 4 ••••• T BM •••••3 • • • 0000. • • Q �ry • • • .6 c u N O C O a>N_' L FRAME BOTTOM CORNER i �� yP.'ucensF'•T'Q �� 4 � � a •. No, 70r " y' 1 w ',' � drowing no. flXED MTG. RAIL CORNER FL #20359 Sealed: 111212018 • • • • • • ®® engineering inc www.arpe-eng.com June 2151, 2022 Miami Shores Village Hall Building & Zoning 10050 NE 2nd Ave, Miami Shores, FL 33138 Re: Ulvert-Andrade 21 NE 102ND Street E+ NT �.sa RI D Miami Shores, FL 33138 Attn: Plan Reviewer JUL � 2 22 Dear Sir or Madam, BYt Please see below the Electrical Changes under Revision #4 Owner Changes: Electrical: ES-1 E-1 E-2 E-3 • New sheet, electrical site plan now included to coordinate with landscape lighting. • additional exterior receptacles and two receptacles at family room have been added. • all new lighting has been updated. • circuit description has been updated. you may have further questions, please contact us at your earliest convenience. Sincerely, AmariUeering, riguez, P.E ARPE Inc. QA19-0816 ULVERT-ANDRADE RESIDENCE 21 NE 102 ST MIAMI SHORES (CAMILO ROSALES)\DOCS\N-06-21-2022 REV 4.doc 2020 Ponce De Leon Boulevard Suite 1002, Coral Gables, Florida 33134 Ph 305.444.9809 Fax 305. 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