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WS-17-1539 t BUILDERS RESIDENTIAL & COMMERCIAL 2/20-18 Att: Building Official Re:Renewal of Permit# WS-6-17-1539 I Daniel Garcia Request a Renewal on permit#WS-6-17-1539 for project located at 645 NE 92 Street Unit 16D, Miami Shores, F133138 as we are still pending to install some of products to finish it; we need extension for 180 days Thank you Please contact Sandra Mejia at 305-264-0992 xt 2006 with any questions Or to send confirmation of cancelation to Sandraganchorimpact.com as well as to D.Garcia(aD-DVGBUILDERS.COM Sierel , i� aniel 2930 SW 115 AVE MIAMI, FL 33165 C: 305 506 73081 D.GarciaADVGBUILDERS.COM CGC151 92371 HI 2415 Permit NO. 'B'U'S-S-17-1539 Miami Shores Village t Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE ��M ' oris Classi�catian:lRtindow/DtiQr Replacem Miami Shores, FL 33138-0000 ':� Phone: (305)795-2204 Permit Status:APPROVEDFCONR Issue Date:6/16/2017 Expiration: 12/13/2017 Project Address Parcel Number Applicant 645 NE 92 Street Number: 16-D 1132060430150 Miami Shores, FL Block: Lot: RAFAEL L JR RODRIGUEZ Owner Information Address Phone Cell RAFAEL L JR RODRIGUEZ 645 NE 92 Street (305)992-5475 MIAMI SHORES FL 33138- 645 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $"6,949.00 DVG BUILDERS INC (305)506-7308' �. Total Sq Feet: 0 Type of Work:REMOVAL AND INSTALLATION OF 8 IMPAC Available Inspections: No of Openings:8 Inspection Type: Additional Info: REMOVAL AND INSTALLATION OF 8 IMPAC Window Door Attachment Classification:Commercial Final Scanning:3 Review Building F Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# WS-6-17-64270 DBPR Fee $2.70 DCA Fee $2.70 06/09/2017 Check#:6873 $50.00 $155.60 Education Surcharge $1.40 06/16/2017 Check#:6889 $ 155.60 $0.00 Permit Fee $180.00 i Scanning Fee $9.00 Technology Fee $5.60 Total: $205.60 F In consideration of the issuance tome 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. OWNE ID VIT: I ce ' that all tho4oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an o orize the above-named contractor to do the work stated. June 16, 2017 Authorized Signature:CfwnX / Applicant / Contractor / Agent Date Building Department Copy June 16, 2017 1 T 15�\� Miami Shores Village RECEIVED \� Building Department JUN 09101, �P 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER: (305)762-4949 S FBC 20 BUILDING Master Permit No. yy� �7--A— SJOk PER IT APPLICATION Sub Permit No. ��7UILDING ❑ ELECTRIC ROOFING ❑ REVISION EXTENSION DRENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 6q5 ,Yr— q2 S�r�e� L)r A T COr/U D City: Miami Shores County: Miami Dade Zip: *33t'3? Folio/Parcel#: It- 3 2 n6 bj/3 h/5 el) . Is the Building Historically Designated:Yes NO Occupancy Type: Construction Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): L•- -T -�Phone#:-�'�ncl -15 Address: ys ZIP ��1 S-��z`� ` City: " k 5, ' S State: '"��" Zip: Tenant/Lessee Name: Phone#: Email: (,�-� v t� �F7'20 6, CONTRACTOR: Company Name: ..1 U L". e 1rS Phone#: 3f��- 26� �7 7 Z• Ad dress: S' W 115 rty e 2 ,( City: yV-"i State: �L Zip: 33 I L S ' Qualifier Name: 6, Y1 1 �0— Phone#:3o5-S�6--��✓O?3 State Certification or Registration#: C )1 '7 L Certificate of Competency#: DESIGNER:Architect/Engineer: I VS `C/n'�-S c Phone#: Address: 16 i5AAWL-)o City: )r)rq AAState: Zip: 3 Value of Work for this Permit:$_44 quare/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alterationnn ❑ New q epair/Replace El Demolition Description of Work: Ye YvtiD m" cX ` 4_4 1J- I(l QL Q c h rT"L'zLL1q L22�_Q 4 Aid M)f - I - 1�4i S Specify color of color ru tile: !� Submittal Fee$ Permit Fee$ 0J _ C50 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction arid 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 i ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. _ r Signat - _N Signature ti-- OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg ing i strument was acknowledged before me this day of "�MA LA 20 i!1 by -/� y of 20 I 1 by 1�� df{DW C7- ,who is p sonally known to �(�t�1111X C�afuw who is pers ally n to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ zln� Print: Prin �« NATHALI CEPERO sy' r •.. R Seal: Nota►y PWft•SM o1 Fkwids- Sea I Notary Pu011c'Ste* r a • Commitalon#60 049216 g Commta10 168 019216 sr My Comm.EKpkes Ooc 19.2018 My Comm.EKPkft We 19,2018 a ••�� •o` tMo�tgtWw Notary Assn. 1 Bonded through National Notary Assn. APPROVED BY r; I ' Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) s Shores Plaza West Condo P.O. Box 530428 Miami Shores,,Fla. 33153=04128 (305) 692-9054 j May 1., 2017 Mr.Rafael Rodriguez 645 N.E. 92" Street; Apartment 16D Miami Shores, Florida 33138 Dear Mr. Rodriguez, This letter serves as permission from the Shores Plaza West Condominium, Inc. Board of Directors for you to install high impact windows in .your apartment. As you know, our, condominium Rules and Regulations require such approval. I believe that Mianii Shores; Village also requires the approval of the condominium, so this letter can be shared with they Village as to their requirements. The Board does require that the installer of said windows be a licensed contractor and that you, and the installing company will obtain the necessary building permits from the Village. In order to make the architectural appearance uniform,eve require that the frames be unpainted aluminum and that the pane number and sizes conform to the present use of the other residents. The old frames should be disposed of by your contractor. r; i c rely.. r 0 S. Kilpa rick, resident �w bores Plaza West Condominium dissociation., Inc. Anchor Impact, Inc. N14CHOR 7292 Bird Road Miami, FL 33155 US r.., (305) 264-0992 www.anc"sr:r,-_�ct.com o c,��ovas� ESTIMATE ESTIMATE# 2160 DATE 05/01/2017 ADDRESS SHIP TO Rafael Rodriguez Rafael Rodriguez 645 NE 92nd St Miami Shores,FI 33138 Please detach top portion and return with your payment. ---------------- SALEPERSON CUSTOMER PH.# Leo Garriga (305)992-5475 }�:°�ri°r��.S:a�'Sk:!&, �,t...�.v'^���A �.&'�A69�++ 'a �. :,nt.7�`h5o�}�tic-2�� ..r �i4..",x�k'.•+"cz��.t., :5:ei+�;�c�i`i'.lr��;:�.Ys:ya�.d'"+.a..!es.'��i`w'r'i'��;"�'f?u�sl't`w.�,�r,E4:'a�.te 04/27/2017 Material with Installation L 1 1,181.00 Horizontal Sliding 'ndo 74 x 52) 1 Clear Anodized Aluminum Frame 5/16'Clear Laminated Glass X-O 12 x 4 Colonial Grid I Screen Included Mark/( 1 Model : MG300 Manufacturer: Mr.Glass 0-1,27/2017 Material with Installation 1 579.00 Single Hung Win (20 x 40)1 Clear Anodized Aluminum Frame 5/16" Clear Laminated Glass I Full View Mark JS Z Model : MG200 Manufacturer: Mr.Glass 04/27/2017 Material with Installation 1 752.00 Horizontal Sliding Window (40 x 52) Clear Anodized Aluminum Frame 15/16"Clear Laminated-Glass I X-O 1 x 4 Colonial Grid I Screen Included Mark 0 Model : MG300 Manufacturer: Mr.Glass 04/27/2017 Material with Installation 1 901.00 Horizontal Sliding Window(55 x 52) Clear Anodized Aluminum Frame I5/16"Clear LaminatecTGlass l X-O 11 x 4 Colonial Grid I Screen ncluded Mark$ Model : MG300 Manufacturer: Mr.Glass 04/27/2017 Material with Installation 1 901.00 Horizontal Sliding 1A/+R a (55 x 52) Clear Anodized Aluminum Frame 5/16"Clear Laminated Glass I X-O 1 x 4 Colonial Grid I Screen Included Markt Model : MG300 Manufacturer: Mr.Glass "Quality&Peace of Mind is not Expensive,it's Priceless."Thank you for your business. r � M,,� yy !'4 .ti., � :..- x`19. ESCFt{Pi�fO.N��� ,�,��� ��� ,����-��,. •_:�� »a - - �--� 1��T,Y :��" �A�[C�?`E�I�tT„s�:�'`g_ 04/27/2017 Material with Installation 1 732.00 Horizontal Sliding Window (38 x 52) Clear Anodized Aluminum Frame { 5/16”Clear Lamina-TRI-Glass I X-O 1 x 4 Colonial Grid I Screen Included Mark jW (P Model : MG300 Manufacturer: Mr.Glass 04/07/2017 Material with Installation 1 1,171.00 Horizontal Sliding Win (76 x 52) Clear Anodized Aluminum Frame 5/16"Clear Laminated Glass I X-O 2 x 4 Colonial Grid I Screen Included Mark 19 Model : MG300 Manufacturer: Mr.Glass 04/27/2017 Material with Installation 1 732.00 Horizontal Sliding Window_(38 x 52) Clear Anodized Aluminum Frame I5/16"Clear Laminaed Glatss I X-O 1 x 4 Colonial Grid Screen ncluded J Mark V I0 Model : MG300 Manufacturer: Mr.Glass REMOVAL&INSTALLATION IS INCLUDED. STUCCO AND/OR TOTAL $6,949.00 DRYWALL PATCH WORK IS INCLUDED. ENGINEERING FEE OF$300 AND PERMIT FEES(TBD)ARE NOT INCLUDED.THESE FEES WILL BE BILLED TO CUSTOMER ONCE PROCESSED.PRICES ARE SUBJECT TO CHANu_ ."_TO ENGINEERING AND/OR MEASUREMENT VERIFICATION.ANY DETAILS,SERVICES,AND/OR MATERIALS NOT MENTIONED WILL NOT BE PART OF THE SCOPE OR CONTRACT AGREEMENT.YGRENE,RENEW, PACE,OR ANY OTHER FINANCING Of TIONS MAY HAVE ADDITIONAL FEES THAT APPLY. 'MATERIAL IS NOT ORDERED UNTIL PERMIT IS ISSUED 'FACTORY LEAD TIMES AVERAGE 4-8 WEEKS 'INSTALLATION IS NOT SCHEDULED UNTIL FACTORY RELEASES MATERIAL. 'ANY CHANGES MADE TO THE ORDER MAY CAUSE FACTORY DELAY - PAYMENT TERMS: 35%DEPOSIT=$2,397 30%ON PERMIT ISSUANCE=$2,054 20%ON DELIVERY=$1,369 15%ON FINAL INSPECTION=$1,027 Accepted By Accepted Date "Quality&Peace of Mind is not Expensive,it's Priceless."Thank you for your business. 1� 9/7/20161 Til odeOnlin ► ► . ► Q ► -,,]r E-4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff j BCIS Site Map I Links Search d. F Ma r * �e `Product Approval USER: Public User a Product Approval Menu>Product or Aopllcatlon Search>Application List>Application Detail • - FL# FL20352 Application Type New Code Version 2014 Application Status Approved law Comments 01 Y Archived Product Manufacturer Mr Glass,Doors&Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com I Authorized Signature Ulises Senaris ulises@mrglasswindows.com i Technical Representative Address/Phone/Email • • • • 0000 0000•• •• •• 0000 • Quality Assurance Representative • • • • 0000•• •• • 0000•• Address/Phone/Email • 0000•• ,.• • • 0000•• 0000 •�•• • • Category Windows 4000•0 0••�•• 444.6 Subcategory Inge ung 640490 6 •• 00:00• •• •• •••• 0000•• • Compliance Method Evaluation Report from a Florida Registel�el%*@hitect or a LOcensed 0 Florida Professional Engineer • • • • •••••• Evaluation Report- Hardcopy Received • : •• • • • • • 0000•• Florida Engineer or Architect Name who developed Javad Ahmad 44• the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Fa Validation Checklist- Hardcopy Received Certificate of Independence FL20352 RO COI SS-Series MG-200 SH (LMI-SMI)-CI 2014.odf 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 https://www.floridabuilding.org/pr/pr_app_dl.aspx?param=wGEVXQwtDquap/o2flMZ8n5CNRDbHMHno2Y%2bWbAWkU2Tru%2fexRpHlHICA%3d%3d 1/2 r ` 9 9/7/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/19/2016 I Date Validated 04/19/2016 Date Pending FBC Approval 04/24/2016 Date Approved 06/08/2016 Summary of Products FL# Model,Number or Name Description 20352.1 Series MG-200 Aluminum Single Large missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL20352 RO II SS-Series MG-200 SH Window(LMI)- DWG Approved for use outside HVHZ:Yes W16-20.Ddf Impact Resistant:Yes Verified By: ]avad Ahmad PE# 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-20 for span vs. load Evaluation Reports combination and installation details. FL20352 RO AE SS-Series MG-200 Alum'SH Window (LMI) -PAE 2016.Ddf Created by Independent Third Party: Yes 20352.2 Series MG-200 Aluminum Single Small missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved or use in es FL20352 RO II SS- Series MG-200 SH Window(SMI) - DWG Approved for use outside HVHZ:Yes W16-21.Ddf Impact Resistant:Yes Verified By: ]avad Ahmad PE# 70592 1 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-21 for span vs. load Evaluation Reports combination and installation details. FL20352 RO AE SS-Series MG-200 Alum SH Window(SM1) -PAE 2016.Ddf •••• Created by Independent Third Party: Yes • • 4040 4040 • 4040•• • Back iVext 0400•00 •• • 00.0.0 • •400400• • • • •400400• •0•• 400040 • • Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-182**•0 •090 0•000 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::AccesTA V91je�ent::*Refer u�tatement 90%.0 40u 4040 • •0 4040•••• Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,�o not send electronic 40 t mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please co•t*Gb"•687.1395.*Purswnt to Section 0 455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the D•partn entevith an email address if they have 0 one.The emails provided may be used for official communication with the licensee.However email addresses are pdblic recons If you de not with to supplyE••••• personal address,please provide the Department with an email address which can be made available to the public.To determine if you are:Ti&&&0under Chanter 0 455,F.S.,please click here. • • 0 •0 0•0• Product Approval Accepts: •• • 000 • :00**:• �ry�y •• Credit'Card _I Safe https://www.floridabuildirig.org/pr/pr_app_dM.aspx?param=wGEVXQvADquag/g2flMZ8n5CNRDbHMHno2Yg/o2bWbAWkU2Trug/o2fexRpHIHICA°/g3d%3d 212 4 1/8"TEMP. GLASS , - •. _ 53 1/8" �1/4"AIR SPACE WINDOW WIDTH 3/16"HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 46 3/4" • ;� .060' Interlayer .060"Interloyer - D.L.O..(FI%. UTE) Q" Soflez Clear And Color Glass idles Clear And Color Gloss I 20 1/2" FALSE MUNTINS By 'Eastman Chemical Co.' By'Eastman Chemical Co.' 6 MAX. MAX. (SURFACE APPLIED) f, 2" D- OR .` OR HEAP/SILL FA HEAD MAY BE USED Q Ii- ^ 060"Interlayer .060",Interlayer CORNERS \� �^� 0'g tOy`�•Ui ' Butacile'PJB Butocite PVB d j ty By'Kuraray America, Inc.' By 'Kuraray America, Inc.' C(u 3/16"TEMP. GLASS 3/16"TEMP. GLASS II , t F SILICONE !F \ SILICONE ADDL.ANCHOR C ¢t m DOW 795 m DOW 795 v 1 =====a== =_�___-- AS REDD. aGD n SEE CHART 0 eypp 3 In 1 In \ �� G \J� I' �, II FOR CAPACITY K 2 O3 ^! a \+"� /• li l Q W m la- n. o!5 j jt7LDQ U, -, ii // ii U �I z n .�. H I 2� 1 w 2] AT 1/4 POINTS ON UTES u. 23 AT 1/4 POINTS N= ____ __ _ �_---' Lv i _ WIDER THAN 36"ONLY r ALL SIZES o n Z n o -----1 Q n -_-- I_ n z n O I GLASS TYPE A GLASS TYPE B' ' I Of 7/16"OVERALL LAM.GLASS 7/8"OVERALL INSUL. LAM. GLASS :1 II M-+ 3. co =,mow I GLAZING OPTIONS - - w Ij t/4"'AIR SPACE CONSISTING OF: • ,E , �F" ���� �J•I ' N !O N.d M SPACER: 20 1/2 z 0�HEUMA`LOW PROFILE ALUMINUM SPACER SILL ANCHORBY:LINGERMANN GMBH' NOT REQUIRESr>oa1 !;, SILL Vy) v AROUND THE PERIMETER OF THE GLASS. UPTOR800ADPSF 46 3/a" z SERIES MG-200 PERIMETER SEALANL D.L.O. (VENT) $ N o R! ALUMINUM SINGLE HUNG WINDOW SILICONE r DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER DOW CORNING 791 49 3/4" oD `CHARTS SHOWN.ON SHEET 2. - GE 2000 VENT WIDTH 0 APPROVAL APPLIES TO SINGLE UNITS'OR SIDE BY SIDE 'O'DURASEAL' EDGE SEAL SYSTEM TYPICAL ELEVATION COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER BY 'QUANEX' TESTED UNIT WINDOW TYPES IN MODULES.OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL .WILL APPLY_T0_ENTIRE SYSTEM. ` THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. [THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE F.B.C.APPROVED IMPACT RESISTANT SHUTTERS REQUIRED' wl EQUIREMENTS OF THE 2074 (5TH EDITION) FLORIDA BUILDING CODE FOR INSTALLATIONS UP TO 30 FT. OF GRADE. 1�14CLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS NOT RE00_ FOR INSTALLATIONS ABOVE 30 FT: OF GRADE. ..WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER o of ! - LOADSTO THE STRUCTURE. •• ••• • • • • • •• - _ - _• • • • • • • • • • A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D)PREPAREp BY THIS ENGINEER > ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON.DETAILS, ANCHORS • • •• •. • • • • S GENERIC AND DOES NOT PROVIDE INFORMAREP FOR A SITE SPECIFIC �� a EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• •. • • ••• • PROJECT;i.,.WHERE THE SITE CONDITIONS DEVIATE FROM,THE P.E.O. FL #20352.2 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • • • • • Ill-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND te nI NDUCT EVALUATION OT PART OF THIS APPROVAL. •• ••• •,• • • • •• ON INSTALLATION pHE/S E DOESRNOT CDEMATEDON FROMTT E COIS GDt ONS DETAILED HE/SHE A LOAD DURATION INCREASE IS USED M DESIGN OF ANCHORS INTO WOOD ONLY. `� �.•' �; OOEHS C-THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED WVALID IF ALL SHIMS TO BE HIGH IMPACT NON METALLIC AND NON-COMPRESSIBLE. - ALTERED BY ANY MEANS. - • ••• •• • e • • D-SITE SPECIFIC PROTECTS SHALL BE PREPARED.BY A FLORIDA REGISTERED. �" o,7 C$'S2 c I s MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT • • • • • • • • • DXG ER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E OR) I J��g)� •i `COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • •• • • • • • • FOR THE FROJECT AND wHO WILL BE RESPONSIBLE FOR THE PROPER REQUIREMENTS.OF THE 2014 FLORIDA BUILDING CODE. 'r • • • • • • • • •• • • USE OF THEP.E.D. ENGINEER OF RECORD ACTING AS A DELEGATED =•� ENGINEER TO THE P.E.O.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE ST - (. % dro.,ng n0 MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION • •• • • • • • • • SPECIFIC DRAWINGS FOR REVIEW. \ _ - J - ••• • • • •• • O �.•;• ay IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. / I W16-21 !- E-THS P.E.O.SHNA BEAR THE DATE AND ORIGINAL P SEAL AND SIGNATURE OF S+Vi LABELING TO COMPLY WITH.SECTION 1710.82. - - THE PpOFESSIONAL ENGINEER OF RECORD THAT PREPARED R. VAY//�'lAlit j5heet I of 7: - .. ____..._J _• :000: • • • • • :060:• • 4 EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS WIDTH I/ 4, I2 DESIGN LOAD CAPACITY- PSF �1 DESIGN LOAD CAPACITY- PSF 1 '� GLASS TYPES GLASS TYPES FLANGE DIMS. "A' & 'B' f FLANGE DIMS. 'A' B 'B1 Z F n 3: WIDTH HEIGHT E%T.(+) i 1NT.(-) WIDTH_ I HEIGHT. E%T.(+),I INT.(-) '19-1/a I 80.0 140.0 I 19-1/8" 800 1 140.0 IL 26-1/2- 80.0 140.0 i ;/, 26-1/2" 80.0 _-140.0- Qa O, 30. 26• 80.0 1 0 I % 30' 80.0 140.0 V iii �, Q W H n 37• (`) 80.0 i 140.0 3z' 80.0 140.0 �.. W . 48" 80.0 I 140.0 36• 50-5/8' 8080.0 140.0 Al.. •33-1/8" 1 80.0. I 140.0 _ � JT (6) 800 140.0 90.0 140.0 V 46' 80. 140.0 � o�Zy ma4O<Or ' 2. 826-1/ a0.o 140.0 48" 80.0 140.0 383/8 0 140.0 5,3-1/8 90.0 140.0 030' 800 K 37' (4) 60.0 140.0 / 19-1/3`I- 80.0 - 140.0: K z , 48• so.o I. 140.DL �• 26-1/z" eo.o •140.0 UNEQUAL LITES (ORIEL TYPE) 4 i'w�• 53-1/8" i 90.0 140.0 ! u 30• 1 80.0 140.0 1J'a'a�OD1 19-1/8" I 80.0 ' 140.0 32" 63' 00.0 140.0 Q W Of 1= 26-1/2• 4 36" (6) 30' 80.0 140.0 3T 37• O 80.0 140.0 - 46• 80.0 I 140,0 I2, 48' ( eo.o_ 1+0.o EQUAL LITES a 19-1/a" 80.0 140-0 o `153-1/B" - ' 80.0 140.0 26-1/2• I 80.0 140.0 19-1/3" 1 .80.0 140.0 30 74-1/4' 80.0 140.0 Z o V 26-1/2" 30.0 140.0 32" (a) 90.0 1 140.0 30" 83• 80.0 140.0 - 36" i 80.0 140.0 j 37• I (6) 90.0 140.0 x 37•- 1 80.0 f 140.0 = 1 w w ___...,.... w i N P 10 48", eD.O 140.0 19-1/8" 80.0 .740.0. J d'H-10 •53-1/8, 80.0 140.0 26-1/2• _ .a0.o I 140.0 2I�.0 a0 19-1/a" 60.0140.0 '" 30• 76 80.0 i 140.0 l rn I 0 oo m 3 J i 26-1/2' 80.0 140.0 32" I (6) -80.0 j 140.0 30. 74-1/4' 80.0 140.0 ' i ` •- N< J . . 37" g o" pZ w 800 140.0 9-/ 80.0 140 80.0 140.0 0 C�LyJito R OO 53-1/8" 80.0 129.6 30" (8) 80.0 140.0 19-1/6" I e0.0 f 140.0 32' 80.0 1 140.0 26-1/2• _ 80.0' 140.0 NO. IN PARENTHESIS INDICATE.NO.OF ANCHORS PER JAMB. 30• 76 80.0 �. 140.0 37• (8) - 80.0 I 140.0. 48' I eO.O I 140.0 53-1/8" � - - 80.0 128.5 4 19-1/a I-.- _.- hao.0 140.0"26-1/2" 140.0 - H 30' 6`. 140.0 37' 140.048" 140.0 •• •• ••53-1/8" 124.7 • • • • • • • • • o 53-1/8" 74-1/4'. 80.0 140.0 - • • •• • • • • • •> ADDL ANCHOR • •• • • • • ••• • d cI 1 53-1/6" 76' 90.0 ' 140.0 • • • • • • • • • AT MTG.way •• ••• •• • • • •• Seal -18-16 s3-1/a' I aa• eo.o l 140.0. : �1 �l�ryuunrrrrr N0:IN PARENTHESIS INDICATE N0.OF ANCHORS PER JAMB. w / � Aa0 o • i y?^.••acEiasE� '� I � • • • ~• • • • • • No.70532 ••• • • • GLASS•Vl5AG1To.ON THIS SHEET ARE t' ` J rdrwmg no BASED ON ASTM E1300-09 (3 SEC. GUSTS) \® ''..( P,.'� W16-21 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20352.2 \%re,1a�11,�/ Sheet 2 of 7 • • • • • • • • • • ••• • • • ••• • • ley TYPICAL.ANCHORS SEEL E WOOD BUCK + FOR SPACING m F -_ __� METAL I I F.B.C.APPROVED I I, w lr EDGE STRUCTURE II MULLION &MULLION ANCHORS n I.- 'ry 01ST. I i SEE SEPARATE APPROVAL I Z n n �;. EDGE DISI. .� <. .3 I EDGE DIST. I -- -------------------'� d'G 6 O. -- --- ---- °a s C Imo: � IYok' 5 \ \ \ O O W 0,In B TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS. O IL G O SEE ELEV. SEE .-LEV. SEE ELEV. O 11 D FOR'SPACING FOR SPACING FOR SPACING IY.C Z, n I—II aW=2 go M WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J t7 Ma w MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q ~ AND TRANSFER THEM TO THE BUILDING STRUCTURE. i �•(Z WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING v!N o 2 IOPTIONAL TO W1 = 1-1/2" X 5/16" WEEPHOLES AT-5-1/2" FROM EACH END':, (F-177 K9, Fy=155 KSI) t2 SPRING LATCHINTO 2BY WOOD BUCKS OR WOOD STRUCTURES z_ oo' 1-1/2" MIN. PENETRATION.INTO WOOD (HEAD/SILL/JAMBS) z ^ I THRU 1BY BUCKS INTO CONC. OR MASONRY - I u.4w 5 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W II v1¢ ' I 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) Ip oi,.n oIRA— DIRECTLY INTO CONC. OR MASONRY •0 n o 0+ 1-1/2" MIN: EMBED INTO CONCRETE (HEAD/SILL/JAMBS) y " 3 a: ! 1-1/4" MIN. EMBED INTO. MASONRY (JAMBS) Z - � . � 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)) ��'+ I�N w"1 a INTO F.B.C. APPROVED MULLIONS ; co ALUMINUM 1/8 THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) o � i INTO METAL STRUCTURES 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSIMIN.) ! IB 13 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) T—I 1.3 TYPICAL-EDGE DISTANCE o INTO CONCRETE;AND MASONRY = 2-1/2" MIN .I ig INTO METAL STRUCTURE 3/4"IN" MIN. 22 i IBY -WOOD AT HEAD; SILL OR JAMBS SG - 0.55 MIN. I. - g WOOD DUCK CONCRETE AT HEAD. SILL OR JAMBS 1'e - 3000 PSI YIN. C> i •• ••• • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm -i 2000 PSI MIN. o / • • • • • • • _1_ - • Seale ff"',6 i P •• • • . fl . • •• ` �,111111„ , 41 I \ I EOG£01ST. No.76532 '.I, TYPICAL ANCHORS \ • .'• • •. •, S • �,- }v REOD.FOR LOADS •' 4`^ �0:11111 •TYPI"ANOHO� \ S- i. drawing no v J • • • • REDD.WOR40APS C3i Wl ADOVESEE L�PSF ONLY ^ ! ASM 80 PS•ONLY ,� t Oy �/ W�6•—'Z.� FOR SPACING EDGE DIST. Y FOR SEE PACING \''��', i �\l ghGGt 3 Of 7 FL #20352.2 / ••• 0 0 • 009 0 0 1 3I 1/4'MAX. SHIM i 1/4-MAX. 9. SHIMS �.O p`,w V . 3 1B 7 TYPIC ANCHORS - I TYPICAL ANCHORS Q w N�G _.- 9 19A 20 SEE E - SEE ELEV. a �' FOR S ACING' /,a FOR SPACING ar O — j ---------- N V 03 C • W � ` (^ EXTERIOR I I By ley I_ DC7 WOOD BUCKS WOOD BUCKS •� Z D.L.OPG. ae -� 'v m (tn c I WINDOW WIDTH I.Z TYPIC AL.ANCHORS SEE ELEV. ' 3. FOR SPACING I Mo. ��� SHIM �A '0"'-,) .a h m . z `METAL i o I O W STRUCTURE cel lII P ED APPROVED MULLION ��SEECHOR I�w W SEE SEPARATE APPROVAL FOR SPACING ; - �• 1 I I 1 1 7 � ypj p ~ • 1 1 Q __ ___ __ IIV� II - ------------- 2__ r. - - - - - - Ilwa I� - -�• • •• 24' •-•—•—•—•—..•-�••• • u of (. W%&L ArOHORS •• • • • •• Sealed 4-18-16 SEE ELEV. o FOR SPACING WINDOW WIDTH WINDOW WIDTH • • •• • • • • • • �_r _ �._l � 3i 0 000 �s •�.." 'icy W16-21 ;. - FL #20352.2- • •• •• 0.0 • • •• •• ••• • • • ••• • • EDGE DIST._ ... J 1 F.B.C:-APPROVED r METAL MULLION k MULLION ANCHORS + EDGE DIST. STRUCTURE Z m I" n SEE SEPARATE APPROVAL �� ! O Z m a. EDGE DIST. F. �al l�. If o w o II I a�W I C1 - 10 p ` a0C� 8 ALT. — 0 IL a 0LAapI TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.— SEE ELEV. SEE ELEV.- FOR SPACING FOR SPACING FOR SPACING Q W f N I 6 vI 3 �z:I � ;Q1w 8 x w� p to A Io SHIMS -SMMS ICU/1 J�V)3 4• v I t 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Z I m°O d 11 1/4 TYPICAL ANCHORS ,. •' SEE ELEV. .d d FOR SPACING r j •• ••• • • • • • •• o �I ALT. • • •• • • • • • • •• • • • • ••• • r _.—_ to • • • • • • • • • Sealed 4-18-16 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER � �.` S.�'uceNSF•'.'O •. - .. - • ••• •• • • • .. JGS c e 3 - I No sz •_.• _-P' 't o-. • • • • • • • • •• • • ��� ;..V\, Browing 0. ••• • • • •• • 'O AP. \�� EDGE DIST.^ - iS`q, ;.... W�G-Z� FL #20352.2 \ ©V�� ��� 5nris or tlllit/ ..• • . . .•• • • . 2.546p-1.502 t ITEM / PART/ REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS j-.090 1 MG201 1 FRAME HEAD 6063-T6 2 MG202 1 FRAME SILL .6063-T6 - ----- 3 m 1.876 ' .874 TY 3 MG203 2 FRAME JAMB 6063-T6 O .06 2 876 2.848 4 MG204 1 FIXED MTC.RAIL _ _ 6063-T6 - 1.189.970.. Ilr 9 MG206 -2_...• VENT BOT RAIL 6063-T6 _---•-J.-- C,` �U 090 9 0--i 5 MG205 I VENT TOP RAL 6063-T6 SIDE 7 eV OI 8A MG209 AS ROD. GLAZING BEAD(7/16 O 1_GLASS) - 6063-T6' Z, I FRAME HEAD 2407_„I 8B MG210 AS ROD. CUBING BEAD(INSUL. LAM.GLASS) 6063-T6 Q N 1' b-1189- �' 3.18° 9 - 2/VENT SASH STOP 6063-T6 00> 10 MG212,- AS REOD. FLUSH FRAME ADAPTER 6063-T6 - 1 G< •� .062 Li FRAME JAMB 11 TYP. -------------------------------"---- - - yyG11 N 7- 1.496 12 SL203P 2/VENT SWEEP LATCH ZAMAK SULLIVAN•ASSOC. Q W m wo 12A #8% 5/8' 2/LATCH LATCH INST. SCREWS ST: STEEL OH SMS LL Z F _ .094 2.844 .975 - __- _..___. _ J Iy tp 1. 13 MG211 2/.VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH" a w A r 2.063 13A - 2/LATCH LATCH SPRING ST.STEEL - Lt89 .D62 14 710.% 1' AS REOD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS I(�- ! _ _ I U. L 16 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRPFAB !N 18 W73231NKDOOB AS REOD. SIDE RAIL FIN SL W'STRIPPING - ULTRAFA13 4-t.a09-^a I.775� - - -EA- I t4 0 - 19A MG221 2/VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS •'"' o p 0�4 FIX. MEETING RAIL. u VENT SIDE RAIL 198 MG222 2/VENT VENT TOP GUIDE CELCON M&M PLASTICS 3 ? n �1 403�I . 19.1' /6 X 5/8' 1/GUIDE SASH GUIDE INST.SCREW CRS FH SMS TYPE B x-.078 1.122-{ 20 SL-14A-044 - 2/VENT ULTRAUFT SPIRAL BALANCE CALDWELL I= f 20A #10% 1-1/4'1/BALANCE BALANCE INST.SCREW - OH SMS TYPE B w fn K 22 - t: 5/16'00%SCREEN' - OPTIONAL z 00 /.62i 985.078 1.421 2} 2/LITE SETTING BLOCK AT 1/4 POINTS _EPDM DUROMETER 80t5 SHORE A _ !to 0 i 2.406 24 2 H1-FLOW WEEPER PREFERRED ENGINEERING PRODUCTS N 3,LL v 4 Z>R i TMP 1.029 I o N -1 I IQQN�WJ 1.189 L j SPRING LOADED LATCH m 00 05 VENT TOP RAIL 3.072 { 2.076�t { .062 TYP. o 3.353 u 2.438 u .062. 7.232 1.625 7YP _j - •• •t• • • • • • •• c m{ h { 1.000 1� • • • • s • • • • o 1.189 .090 .500 • • 09:i • • • • • '> J !�j VENT BOTTOM RAIL 2-848 01 •• ••• •• • • • •• Seale 4-18-16 2 FRAME SILL `1111TH a h�2.786 -1 - .583 r .458� .13+ f .L � L 7- I T- iP • t• ••• •i• •i• - ! N..705"a2 .. L-i".500 ( 75 .781 050 .865 .7 1 .05a •.965 • t • • • • v ac .672 _j_ �_ • • • • • • • •• • • i i__:J _-_ • • • • • • • \�Q drawing no. _ .062 11.096 /�� !-1.096 ••• 1:096-+ • i •• • \\ .q� TOA. �� r� (�10 J FL /20352,2 �I�t�Iii ll�l ; (s'heet 6 of 7 FLUSH FRAME ADAPTER \GLAZING BEADS _ _ # \���� �'�at'��Y� --� • • • • • • • • • • • •• i• • • • •• •• ••• • • • ••• • • „ -----u r „ mOft i Z -%g !/ - ., OJL Ui WI' 0 0 V 0 wei a0�m p / 2e:Q 8 iV zto� N: f Sa QMmiV Vti m i 3 1 EO.z o m O Q N Z �3II3 R. FRAME TOP CORNER .y VENT TOP CORNER Ito � U nnn�N Hx. W xf 3 J i 3W^i z� 00 I e c m' •• •• • • • •• m oLI • • • • • • • • • • • • • Sealgd --j8-16 VENT BOTTOM CORNER • • •• • • •i ``� luNo�70592 x� x o o • • • • • • {• << ff • • • • • • • • •• • '\Q.� 5T = yY drove ng FRAME BOTTOM CORNER '.,�°�' �'`�/ W 1 6-2-1 FL #20352.2 '.s��NA► � . .. _„ �Lry�lln�� sheet 7 of 7 • • • • ••• • • • • •• •• • f • •• •• ••• • • • ••• • • } e 9/7/20161 Florida Building Code Online BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search c i F rids 4i Product Approval USER: Public User 6!+m45mY� Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL20359 Application Type New Code Version 2014 Application Status pprove Comments Archived El 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 •••• 1 i •�• 0000 ••••�• Technical Representative •• • •••• Address/Phone/Email •00.0• •• 00*0:0 • 0000•• • • • 000•• Quality Assurance Representative • • 0 • Address/Phone/Email •• • •�0 • 00.00• I• •• 0000• •• •• 0000 0000•• Category Windows • 0000•• • • Subcategory Horizontal Slider • • • • • • • • 0000•• ••••% Compliance Method Evaluation Report from a Florida Regist'IjVAr:hitect gra Licensed 0 �; Florida Professional Engineer • s C) Evaluation Report- Hardcopy Received r i Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. (,-"j Validation Checklist- Hardcopy Received Certificate of Independence FL20359 RO COI SS-Series MG-300 HS(LMI-SMI)-CI 2014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By Sections from the Code F https://www.floridabuildirig.org/pr/pr app M.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBgANRmkuzrcTJ19ggQJhclw%3dp/o3d 1/2 6/7/2016 Florida Building Code Online Product Approval Method Method 1 Option D f 1 Date Submitted 04/19/2016 Date Validated 04/19/2016 Date Pending FBC Approval 04/24/2016 Date Approved 06/08/2016 Summary of Products k FL# Model,Number or Name Description 0359.1 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 RO II SS-Series MG-300 HS(LMI) DWG W16- Approved for use outside HVHZ:Yes 26 f Impact Resistant:Yes Verified By: Javad Ahmad PE# 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL20359 RO AE SS-Series MG-300 HS (LMI)-PAE 2016.Ddf Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding ' Sliding Window window. Limits of Use Installation Instructions t Approved for use in HVHZ:Yes FL20359 RO II SS-Series MG-300 HS(SMI) DWG W16- Approved for use outside HVHZ:Yes 28.Ddf Impact Resistant:Yes Verified By: Javad 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 RO AE SS-Series MG-300 HS(SNR*PAME 2016.ddf •• I • Created by Independent Third party: Yes *99* • • 900.0• e• • 9999•• • •0.99• I • • • Back Next •••••• 9999 •00• • • 0.09 ••90 •••0• •90••• • •• 9999• Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 9 • • • • •• •• 1 •••• 9999•• The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement 0• • Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a p:blic4co s request•do not�send electro••• mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.4 .1395.-JL"a V*Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depyrtmentswith an email address if they hale • one.The emails provided may be used for official communication with the licensee.However email addresses are pubbc rec•rd.•f you do not wish to supply a0 0 0 0•0 personal address,please provide the Department with an email address which can be made available to the public.To dete"ne ifyou are a1ite ee fder Chapter • 455,F.S.,please click her . 0 0 Product Approval Accepts: ® eLhecY. M Credit Card Safe i https://www.floridabuilding.org/pr/pr_app Od.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBgANRmktrzrcTJ19ggQJhclw%3d%3d 2/2 (2)ADDL.ANCHORS 74' C �..`'.. SEE CHART WINDOW WIDTH _ � I ISI ON SHEET 4 (4)ANCHORS TYP. WINDOW WIDTH `/�� I, AT MTG. STILE ENDS - e 6'MAX. AT 4' _.C._. FALSE S (2)ADOI.ANCHORS 3 HED"SILL (SURFACE APPLIED) SEECHART Z w m CORON SHEET 4 ANCHORS O zNERS MAY BE USED 6"MAX. AT MTG.STILE ENDS -------- 4'O.C. FALSE MUNTINS CORNERS (SURFACE APPLIED) A/ L � a I. MAY BE USED IL R e 00F�� ' 0.t7Nr ;cnx;I_ Or Ci 0 IL 01E _ xx{ S \ \Q II 11 II 3m.. = H �J i' 1' II _Im �Oy�NwO n 3 n n // wow 0 N r J - wo�IS ' z rn I! t7 t0 `2PI i M INI 11 li ! I III l l®r LLA B IZ w 0 z R 32 3/8' r 32 3/8' 43 3/8' 43 J/8' a? - l 3 D.L. OPG. D. L. OPG. �D' D.L. OPG. D. L. OPG. 7D UO' w 37 3/16' 48 3/16' ,N QV'K VENT WIDTH VENT WIDTH p tn.r•'1 N TYPICAL ELEVATION_S 8 aD J o 89 3/4' TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE-dE SMALL MISSILE.IMPACT. V WINDOW WIDTH SHUTTERS ARE NOT REQUIRED__ — __ (4)ANCHORS SERIES MG-300 — o o wJ AT MTC. STILE ENDS HEAD/SILL �AT 4'G.C. ALUMINUM HORIZONTAL SLIDING WINDOW CT i 6 CORNERS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS $ & S. 1 A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D)PREPARED BY THIS ENGINEER I ' IS GENERIC AND DOES NOT PROND[INFORMATION FOR A SITE SPECIFlC 'i APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE PROJECT:I.R WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - II 8-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND I j L--_ It COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION I WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PROVIDED HE/SHE DOES NOT.DEVIATE FROM THE CONDITIONS DETAILED I F.B.C. APPROVED MULLIONS IN BETWEEN. °"n+ls°°°UMENT. °' f _____ 7 LOWER DESIGN O ENTRE SYSTEM.FROM WINDOWS OR MULLION APPROVAL ALTERED BY A EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF °i C-TMS PROW WILLAPPLY ANY MANS. 0. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED U- � ENGINEER OR ARCHITECT WHICH ML BECOME THE ENGINEER Of RECORD(E.O.RJ N •� V 1 I I' it FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER _ ao t _- i__ •I 1L_ _ I _ m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE j USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED REQUIREMENTS OF THE 2014(5TH EDITION) FLORIDA BUILDING CODE ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMR TO THIS LATTER THE SITE0o m z u o e u u n m INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ( SPECInC DRAWINGS FOR REVIEW. •• ! Z u w w t II 'I I �E-TNIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF c OI I L___=�' LL' __ I WOOD�BYIOKS�Y iTHERG; MUST BE ANON�RED PROPERLY TO TRANSFER 7HE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. '-- •LOADS TO•THE•STI&UCTURE• • • • '^ -Ti- IT--- • NCHOR HA Al U TEQ jF;,CEo�S SHOWN ON DETAILS, ANCHORS cI i FL 20359 I�EDM T E p.47 IA(•SHµIBE BEYOND WALL DRESSING OR STUCCO. .� �,• •ANCH�71�1C OR lU1LDING•CONORIOA NVa ?SHOWN IN THESE DETAILS ARE AArL1111 t/IAA o I 6 iI �I NOT PART OF THIS APPROVAL. I _ 7 A LOAD DURATIONINCREASEIS.USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 'j��1�"'�IOENSf••, ` •Alit 46WMS TO Bi HIGH•APACT, NON►METALI•C AND NON-COMPRESSIBLE. /_ y ND.70682 A •MA WLS INCy(1jIING.lUT jaOT LI6(6TED•TO�STE{L/METAL SCREWS. THAT 32 3/8' 48 1/8' • COM INT(i CQBITAGT %TH QTF16R DIVWILA& M►TERIALS SHALL MEET THE _ 'r D.L. OPG. D. L.OPG. o• RE01j1(jEMENTS•OF•THE•20&4 FLORIDA SUILSINC•CODE. ,��' - •,Qom/(drawing no. LL••MANOFACTURER'S LABEL SHALL BE•LbCATED UN A READILY VISIBLE LOCATION \fir E..�A•'' W 6-265 37 3/16' IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. VENT WIDTH LABELING TO>COMPLY'WITH SECTION 1710.8.2. ��iOAL1pJ/ sheet I Df I0 • • • • • • • • • • • •• •• • • • •• •• r - 111 7/8' WINDOW WIDTH I � I (T)4 ANCHORS 6'MAX. MTC.STILE ENDS Z m HEAD/SILL A - �AT 4'O.C. FALSE'MUNTINS CORNERS 6 - - --- /—(SURFACE APPLIED) ,< MAY BE USED -� Q L of Oa o a� n _ `° q - "___ -_ w e � a II II II Q a 0� ' x O li II: I' I '3 N 3 x 11 1: a it i NN o �c== m awj� m i �I LL.ia_ .I I 3 I Yj of 0 o g I li '1 z m W F vilZ 32 3/8'. 32 3/8 32 3/8' D.L. OPG. D.L. OPG. D.L. OPG .o'v= z:3 37 3/16' 37 3/16' i VENT WIDTH VENT WIDTH (N " K QV1M q 127 5/8' x c ro o WINDOW WIDTH 2 D of 3 (4)ANCHORS Z y} AT MIG.STILE O i 6'MAX. W HEAD/SILL -'�AT 4'D.C. FALSE MUNTINS CORNERS 6 - -- (SURFACE APPLIED) �t w J �; r'� ��i MAY BE USED k' d O 'I II i it q 11 II 11 � ' o 7 I Ic ••i I ••• • • • • •• to • o p II• it • • • • • �^ - I •; • • • • • • S ` -d c f 6� IF I' •• ••• •• • • • •• ealeli8 16 ,moi e • •i�' •i' �' --• "• - - _ Ito.7Ds1 -� z b' 32 3/8 48 1/8' 33/8'• • • • • D.L. OPG. O.L. OPG. QL. OPG• • • • Wi -� • •• • • • r• • • • • • • • 1 y j awing no. 37 3/16' •.=7 f3/16• • • •• dr • � ..y ✓ i VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS �` t .uA.' I W 6-26 s� TESTED UNITS FL #20359NA11 �`Y sheet'2 of 1 • • . • • • • • • • • .• .• • . • •. •• U 4AT " TTREN'D. GLASS 3/16"HEAT STREN'D. GLASS 3/16'HEAT STREN'D. CLASS terlayer .090"Interloyer .090'interloyer PVB Butacite PVB SentryGlos- ray America, Inc.' `By 'Kuraroy Americo, Inc.' By 'Kuraroy America, Inc.' Z "HEAT STREN'D. GLASS 3/16"HEAT STREN'D. CLASS 3/16"HEAT STREN'0. GLASS Z rWyp Ia7" Q C 0 SILICONE w SILICONE SILICONE �' N = DOW 795 i.m DOW 795 i m DOW 795 d N t ¢¢'MQ600 0 0 z012 10/4 POINTS ON LITES 29 AT 1/4 POINTS-0N LITES w YB AT 1/4 POINTS ON LITESR THAN 36"ONLY WIDER'THAN 36"ONLY WIDER THAN 36"ONLY Q Z F tY �% GLASS TYPE 'A' CLASS TYPE It CLASS TYPE 'C' c---_____--_---� 5/16"OVERALL LAW.CLASS 7/16'OVERALL LAM. GLASS ,7/16"OVERALL LAM. CLASS � Z N m vi R. O 1/8'TEMP. GLASS 1/8-TEMP. GLASS t/8"TEMP. CUSS ;(� Z n 1/4"AIRS SPACE 1/4-AIR SPACE 1/4"AIR SPACE J �$ 1/8" HEAT STREN'D. CUSS 3/16"HEAT STREN'D. CUSS 3/16"HUT STREN'D..CUSS $I w ac w 090"Interloyer .090"Interlayer 090"Interlayer ri ry I—Butocite PV8 Butacite PVB SentryCles ¢ p V)M o I By'Kuraroy America, Inc.' By •Kuraroy America.Inc.' �By 'Kuraroy Americo. Inc.' x 8.a r1 0 00 1/8'HUT STREN'D,CLASS 3/16"HEAT STREN'D. GLASS 3/16'HEAT STREN'D. GLASS 41.3 la IF SILICONE SILICONE I� SILICONE C0 J v Im DOW 795 m DOW 795 m DOW 795 c1 �.,�UJ y N .� 22 .� ] 22 I ,a 5 I2 0 i Fi I g / o / 0 / o W AT 1/4 POINTS AT 1/4 POINTS t O AT 1/4 POINTS- ! I. 29 ALL SZ u' 29 ALL SIZES u7 29 ALL SIZES SII V ul GLASS TYPE 'A1' GLASS TYPE 'B1" CLASS TYPE 'CI' > 11/16'OVERALL INSUL. LAM. CLASS 7/6'OVERALL INSUL. LAM.GLASS 7/8"OVERALL INSUL. LAM.GLASS • • • • • •• O Q� GLAZING OPTIONS ••• 00:••• • • • • • • • • • • • • • • • • Sealed 418-16 �r •• ••• •• • • • •• ```1`111111Iirrrrr/,' o �+ i ' 1/4" AIR SPACE CONSISTING DF:. 'DURASEAL' EDGE SEAL SYSTEM ••• ••� i • _• • • • • • • • • • [z No.7M2 s o BY 'OUANEX! • • •• • • • • • • ?Y - _��_� ti. • •• • • • • • • • �% a• 5? _ 4 Browing no, FL #20359 _\N n I111`!i sheet 3 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOADCAPACITY - PSF DESIGN LOAD CAPACITY- PSF I DESIGN LOAD CAPACITY - PSF DESIGN-LOAD>CAPACITY - PSF- (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) 1 4. CLASS TYPEBGLASS TYPES' GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES _ I GLASS TYPES CLASS TYPES GLASS TYPES GLASS TYPES FRAME DIMS. A.&'Al'_. -'B'&'Bl' 'C'.&...11. FRAME-_DIMS. 'A'&.'Al' 'B'&'B1' 'C'&'C1 FRAME DIMS. 'B'&'81' 'C'&TV FRAME DIMS. .. '8'&'Bl'. 'C'.&.TV o ;, WIDTH. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.( )I INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT, EXT.(+),INT.(.-) EXT.(+)I INT.(-) 26-1/2" - - 60.0 80.0 60.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 .90.0 140.0 I 55-1/2- 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 t� 37' 80.0 80.0 80,0 80.0 90.0 1 140.0 - 36' 80.0 80.0 80.0 80.0 90.0 140.09-11/16 80.0 80.0 90.0 140.0` 63' 80.0 80.0 90.0 140.0 Q } 7 53-1/8• 80.0 80.0 80.0 80.0. 90.0 140.0 48' 80.0 80.0 80.0 80.0 90.0 140.0 83-t/4• 26' 80.0 80.0' 90.0 140.0 72` 24" 80.0 80.0__ 90.0. 140.0. O W 63" -26" 60.0 80.0 80.0 80.0 90.0. 140.0 60' 24' 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4'. 80.0 ._80.0 90.0 140.0 81' 80.0 80.0 90.0 140.0 N - a�1W ' 74' B0.0 80.0 80.0 80.0 90.0 '140.0 72' 60.0 80.0 60.0 60.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 90" E0.0 80.0 90.0 140.0 Q;O t 4 I _ F 84" 80.0 80.0 80.0 80.0 90.0 140.0 84' - 80.0 80.0 80.0 80.0. 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 54' 80.0 80 0 90.0 140.0 Q U N P) I _-. ... .. -. _. --_ 41 d 96' - 80.0 80.0- 90,0 140.0 96'. _ - - 80.0 80.0 90.0 140.0 83-1/4• �_}/8 80.0 80.0 1 90.0 140.0 63' �$0.080.0 90.0 140.0a C>N 26-1/Y - ' 80.0 80.0 80.0 80.0 90.0 140.0 24' - 80.0 80.0 80.0 80.0 90.0 140.0 94-i/4•. 80.0 80.0. 900 1400 72' 36" 800 800- 90.0 140.0 OR 8 I 0A.0o �� - 37` 80.0_ 800 80.0 60.0 90.0' 140.0 36` 60.0 80.0 80.0 80.0 90.0 140.0 55-t/2' - 80.0 80.0 90.0 140.0 81' 80.0 80.0 90.0 140.0 C 13r ' 53-1/8' 80.0 80.0 80.0 80.0 90.0 140.0 48' 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 fY 2 Z 0 N 50-5/8" n 63' 38-3/8• 80.0 80.0 '80.0 80.0 90.0 140.0. 60' 36" 80.0 80.0 80.0 80.0- 90.0 140.0 83-1/4" 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 LL Z a w 74' 80.0 80.0 80.0 E0.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0. 90.0 121A 63" 80.0 80.0 90.0 140.0 J(!m� W 84" 80.0 80.0 80.0 80.0 90.0 140.0 84' 80.0 80.0 80.0 80.0. 90.0 140.0 55-1/2" - 80.0 80.0 90.0 140.0 72 48" 80.0 80.0 90.0 140.0 Q yZj 0 f 96' - - 80.0 -80.0 90.0 140.0 96' - - - 80.0 80.0- -90.0 140.0 9-11/16 63' 80.0 80.0 90.0 1 111.5 81` 80.0 80.0 90.0 140.0 26-1/2' 80.0 00.0 80.0 80.0 90.0 140.0 -24' 80.0 - 80.0 -80.0 80.0 90.0- 140.0 83-1/4•1 80.0 80.0 90.0. 97.5 90", 80.0 80.0 90.0 140.0 I�U� N 3T 80.0 80.0 80.0 80.0 90.0 140.0 36' 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2' _ 80.0' 80.0 70.9 98.5 54' 80.0 80.0 90.0. 140.0 it Z_ a0 63-1/8 80.0 80.0 80.0 80.0 90.0 140.0 4B' 80.0 80.0 E0.0 80.0 90.0 140.0 9-11/18 71 80.0 BOA 62.2 .86.4 63' 80.0 80.0 90.0 140.0 63' 50-5/8` 80.0 80.0 80.0 '80.0 90.0 140.0 60" 48' 80.0 80.0 80.0 80.0 90.0 140.0 - 72" 60• 80.0 80.0` 90.0 140.0 3i O 74' 60.0 80.0 80.0 80.0 90.0 140.0 72` 80.0 80.0 80.0 80.0 - 90.0 140.0 81" 80.0 80.0 90.0 117.0 BI: 0 ;n 84' 80.0 80.0 80.0 80.0 - 90.0 138.7 84" 80.0 80.0 `80.0 80.0 90.0 140.0 90" - - 90.0 102.4. (7 96" .- - 80.0 80.0 90.0 12f.4 96' - - 80.0 80.0 90.0 128.0 54' 80.0 80.0 90.0 140.0 26-1/2 80.0 80.0, 80.0. 80.0 90.0 140.0 24' 80.0- 80.0- 80.0 80.0 90.0 -140.0 63" 72, -80.0 BOA 80.6" 11 I,9 I�W LL 0 3T 80.0 80.0 80.0 60.0 90.0 140.0 36` 80.0 80.0 80.0 60.0 90.0 740.0 : 72' 80.0 53-1/8' 53' 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 81' - - 81.9' 85.9 = p a n C n 63` 80.0 -80.0 80.0 80.0 90.0 140.0 60' 60' 80.0 80.0 80.0 80.0' 90.0 140.0 00 J o. 74` 80.0 80.0 80.0 80.0 90.0 126.5 " 7Y 80.0 .80.0 60.0 80.0` 90.0. 136.5 84' 80.0 80.0 80.0 80.0 90.0 111.5 84' 80.0 80.0 80.0 80.0 `90.0 117.0 96' - -,- 900 .97.5. 96' -.- - -_- 90.0-. 102.4 4,N 26-1/2' - - 80.0 80.0 - _ -24• _ 80.0 80.0.. - - 37" - - 80.0 80.0 - - 36' - - 80.0 80.0 - - 53-1/8' 74` - - 80.0 80.0 - 48• 72' - 80.0 80.0 - - 63'' - - 80.0 80.0 - - 60" - - 80.0 80.0 - - 74' - - .80.0 -80.0 -. 72' - - 80.0 1 E0.0' - - f - 81' 50-5/8' 90.0 140.0 m w 84' - 96 - - - - 90.0 140.0 G 96' 48' - - - - 90.0 140.0 c� 'OPERATING VENTS TO BE i/4 TO 1/3 OF THE WINDOW 74' - - - 90.0 1400 72" --- -. '.- -- 90.0 140.0 'XO OR OX' ° 84` 63' - - _ - 90.0 132.7 5 84' 60• - - - 90.0 140.0 P' -.96' 725.0 4`< 96' - - - - 90.0 128.0 al < u i i N I •• ••• • • • • • •• col (1/247) (1/2w) •• •� ••i i i i•i •• v PI, I i • • • • • • • • • Sealed 4-18-16 �_ No.70592 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH • •NOT •• • • • • ••. • _: yT a X0 OR OX' •• GLAL:,4C:IEI 0A! TH%:SPleARE (1 ••• •BASED CN ASTM E13000@9 (3 BEC. GUSTS) \O'• :, drawing no. AND FLORIDA BUILDING COMMISSION 'S W16-Z6 DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 _ rrrrilulAl� ._ sheet 4 of 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PSF DESIGN LOADX SI TYPES GLASS-TYPES DESIGN-LOADGoss TYPES GLASS TYPES DESIGN LOADCAPACITY SI TYPES GIdSS'TYPES DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) GLASS 7:!FS' Guns TYPES �Y Igo -FRAME DIMS.- _ 'B'k'BI' 'C' k.'CI' FRAME DIMS.. 'B'B'BI'. 'C'k'CI' I. _FRAME DIMS. 'B'k'BI'. 'C'k'CI' FRAME DIMS. B'k'81' C'h'CI' ,L WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) EXT.(,) INT.(-) _ WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) tNT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) _ 74' 80.0 80.0 90.0 "140.0 72• 80.0 80.0 -90.0 140.0 74" 80.0 80.0. 90.0 140.0 72• 80.0 80.0 90.0 140.0' ( � 106-i/4' 80.0 80.0 90.0 140.0_ 84' 80.0 80.0 90.0 140.0 106-1/4' _ 60.0 80.0- 90.0 140.0 84" 80.0 80.0 90.0 140.0 CL 11.1' 26" 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 111' 26 80.0 80.0 90.0 140.0 96' 24' 80.0 80.0 .90.0 140.0 0 OU 00ry"-m cjI 126' 80.0 80.0 90.0 140.0 - 108" 80.0 80.0 90.0 140.0 _126"_ _ 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0' 0�N`� t 74" - - - 80.0 80.0 90.0 140.0 - '120" 80.0 80.0 90.0 140.0 74' 80.0 -80.0 90.0 140.0 120" 80.0.. 80.0 90.0 140.0 Q,O t f 106-1/4" -38_3/8 a0.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 1400 106-1/4' .80.0 80.0 90.0 140.0 - 72" 80.0 80.0 .90.0 140.0 C g N 111' 60.0 80.0 90.0 140.0 .84" .80.0 80.0 90.0 140.0. 111" . 00.0 80.0 90.0 140.0 84' _80.01 80.0 90.0 140.0 cy C? ; V 0: S i ..126" - - 80.0 80.0 ,90.0. .140.0 96" 36' 80.0 80.0 . 90.0 140.0 126"C . 80.0 -80.0 - - 96" 36" 80.0 80.0 90.0 110.0 C IL G< "1 1 74" - 80.0 80.0 90.0 140,0 108" 80.0 80.0 90.0 140.0' 74' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90 0 7......... 106-1/4' - 80.0 80.0 90.0 140.0 120' -80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 - - 120• 80.0- 80.0, 90.0 140.0 Q,C Z O 50-5/8' -- _ _ 50-5/8' -- - - -- w 111' 80.0 80.0 90-0 140.0 72"` - --80.0 80.0 -90.0 140.0 - - - - Q Z f J 111' 80.0 80.0 72" 80.0 80.0 90.0 140.0 Q W 726" - 80.0 80.0 90.0 138.7 84" 80.0 80.0, 90.0 "140.0 I 128' 80.0 80.0' 84' 80.0 80.0 90.0 140.0 1 USE 74" 80.0 80.0 90.0 140.0 96" 48' 80.0 80.0 90.0 140.0 j - 73' 80.0 80.0 90.0 140.0. 96" 48' 80.0 80.0 106-1/4" 80.0 80.0 90.0 129.0 108' 80.0 80.0 -90.0 140.0 106.1/4' 63" 80.0 80.0 - - 105• 60.0 80.0 - - _ 117' 63 80.0 80.0 90.0 125.7' 120 80.0 80.0 90.0 140.0 111. _ - 80.0 80 0 - - 120' 80.0 80.0 126' _ 80.0; 80.0 - _ 72' - -80 0" 80.0 90.0 140.0 74 74' _ -80.0 80.0 - - 72' D0.0 80.0 - - J Z m 74' 80.0 -80 0 - - - 84" -80.0 80.0. 90.0 140.0. 106-1/4' 80 0 80.0 - - 84' -80.0 80 0.. 106-1/4' 800 800 - 96" 60" 80.0 80.0 90.0 140.0 - - r_ 96" 60' 80.0 80.0' - - -3 111" 80.0 80.0• - - 708• 80.0 v80.0 90.0 136.5 108' 80.0 80.0 n 126" ..80.0 80.0 1 - 120' 50.0 80.0 - - 120" :80.0 80.0 72 .80.0 80.0 - - 72' 80.0 80.0Ad 84' 80.0 80.0 - - 84' 72' 80.0 90.0 - - w� 96" 72" 80.0 80.0- 96 80.0 80.0 - - N�K t0 80.0 80.0 - - 108' _ 5o.o 80.0 - - i�I p m J�M H M 120' � 0 o y3� Y o , �I c,O J o I i d.N-w YJf `� (1/3w) (1/3w) (1/3w) I I I I. �. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' 'XOX' • • • • • • • • • Seale -18-16 • ••• •• • • • /� I '�- L'' • • • • • • • • • No.70592 NOTE: • • •• • • • • • • (= s; _ S " 8 GLASS CAPACITIES (!N THI! ,HEFT R • • • •• • • i • • • • \ e�" drowin no. BASED ON ASTM- C13Q0-0� (3 SE • S�S, •• • � '•, 5' c 9 AND FLORIDA BUILDING COMMISSION \�,�`'�,u;,� 1 �••, � W�6-LB DECLARATORY STATEMENT DCA05-DEC-219 ��, +CIAi.���• - -- $L #20359nA . ''�nu111S� • • • • • • • • • • ••• • • • .•• . • 113Y TYPICAL ANCHORS 1 v! BUCK a IIIS SEE ELEV. om > METAL DST. C.__P_P_RO_V_ED (��U STRUCTURE MULLION EDGE S •pEE SEPARATE APPRZnJ�I EDGE DIST. 11 w " I t / 4t 2 a- -� ----- O W N`v IU ( \I ynWI A" — 19 3 7 Z Z Qi O.G N O T : v'oM A g rFll TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O 4 O p a~p —SEE ELEV. SEE ELEV: SEE ELEV. Ny C X! FOR SPACING FOR SPACING FOR SPACING �¢ WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J $a W ii •i Q u� f r I MUST SUSTAINLOADSIMPOSED BY GLAZING SYSTEM _ AND TRANSFER THEM TO THE BUILDING STRUCTURE. %J Z s I WEEPHOLES: TYPICAL ANCHORS: SCE ELEV. FOR SPACING rn W7 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END' 4 ' (F-177 NSI, Fy-15S KSQ p p W2 = 1-3/4"`X 3/8" WEEPHOLES AT 5-1/2" FROM EACH NTY W - c� Z R �I END WITH PLASTIC BAFFLE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0 ;s (>: _ ` THRU 1 BY BUCKS INTO CONC. OR MASONRY a w tE Ix SEALANTS: ! t-1/a" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W a a = 'ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1_1/4" MIN: EMBED INTO MASONRY (JAMBS) _ W i AT EACH END AND INSTALLATION SCREWS IN SILL SEALED != 8 a n m 3 E" WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONC. OR MASONRY °0 o I 8 W1-1/2" MIN. EMBED INTO,CONCRETE (HEAD/SILL/JAMBS) N 3 1i - ! 1-1/4" MIN. EMBED INTO MASONRY (JAMBS)' C z w N14-SMS-OR SELF DRILLING SCREWS (GRADE 2 CRS) m 00 MW INTO F.B.C. APPROVED MULLIONS r I ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) it INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 3 TYPICAL EDGE DISTANCE 2 INTOCONCRETE AND MASONRY = 2-1/2" MIN. U U = 1 MIN. 14 15 in INTO METAL STRUCTURE = 3/4" MIN. d 2 I i wood AT HEAD,.SILL OR JAMBS SC - 0.55 MIN. ! C 19 CONCRETE AT/EAD, SILL OR JAMBS 1'e - 3000 PSI MIN, •. c • • • • • • • C-90 MOILOW FlLLED BLOCK AT JAM85 f'm � 2000 PSI_MM. I� Wt • • - • • r • �. I I 2 - r• • •• • •�I• •• eal -18-16 I ! YYYYuuul�l7 a -'OCEN w1 � EDGE D15r s S a ._� • • • �=s No.70592 E W47 F� : 21;i . drawingno.y • TYPICAL ANCHORS ••• • TYP1�AL ANCHORS• • . _ �SEE ELEV. SEE,.ELEV. qWl15_2BFOR SPAGNG EDGE DIST. FOR SPACING FL #20359flit i�S/7� AL1� ��� CShCG1 6 O(1Oj • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • 000 0 0 4. VENT WIDTH ei 1/4' A%. 1/C MAX. C 25 �/�-\) -\ SHII is SHIM I J �/ ��) z j B 7 4 TYPICAL ANCHORS C F �O`•�q - D.L.O. PTIONAL TO SEE ELEV. 1y I SPRING LATCH I I ' FOR SPA OCING Im,O ? lo! b 1�2• i - ._._ 24A (I 1/4• a{,T^JY,lNy �,�J� •• �.'�� �'U m - - ( ---_- -__ 'e1 ` _\\ - ---_ T 19 I c00 ry T I -- P, LLz_y=ol 1 � �I 4 D.l.OPG. Q w m f r EXTERIOR tBY7 — — WOOD BUCKS —� WINDOW WIDTH I J TYPICALANCHORSXO LAYOUT I3 3 LSEESPACING OX OPPOSITEFOR ; z Q z:3 J VENT WIDTH p �! w 1/4*MAX. �� N SHIM OC `i v 1\ TS 1/4-� !0 OO In m I `� SHIMS 00 .0OPT1 TYPICAL ANCHORS I N 3 D.L.O. S SEE ELEV. 24 SPRING LATCH FOR SPACING I t 4 • < - n METAL _ - --I _ I 1 g II fJ C, r4.. STRUCTURE --._ -- _ . _ _ _ ,A , l 1 TJ. 1 n E- 3 I ci I 19 27 - - .WWU o_' 61 17 16Y s WOOD BUCKS G! WINDOW MII TH••• • • • • • •• i M L SEE ELEV. Rs XOX LATA •• • • • • ••• v o Sealed 4-18-16 FOR SPACING • • • • • • • • •• 000 •• • • • •• - _OCENat • ��i• •i • • •• !:b. • • • • • • • • • 1= No.70592 • • •• • • • • • • r;• � '•�,�= X old ••• • • • •• • `�,} ��' drawing no: FL #20359 �!rs dAlAL1 ����� sheet 7 of 10; • • • • • • • • • • • •• •• • • • •• •• EDGE DIST. F.B.C.APPROVED "O META' MULLION ON& MULLION ANCHORS a o EDGE DIST: STRUCTURE SEE SEPARATE APPROVAL Z nv r p/- e ' I-' EDGE 01ST. r Z. 08 �II ISI I I 0.�w. � dot i �A 5. 5 N 5 G ui m ALL Q a o o x pA1No.. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS Q: Z SEE ELEV. SEE ELEV: SEE ELEV. Q w N�. c FOR SPACING FOR SPACING FOR SPACING IL Z aa�€ �L 2 3 ,3 3 10 ! jz 3 R� I0 Ix to = 0 1/4'MAX. ooc 0 SHIMS 3 ALT. Z>Z i O �'C)J TYPICAL ANCHORS n SEE ELEV. I K ww FOR SPACING z m co C_ I T— - - ,t 1/'. I TYPICAL ANCHORS c W `SEE ELEV. FOR SPACING u a dl BG •• ••• • • • • •• o m • • • • .0. • • • o ALT. I • •• • • • • ••• • o ! 5 i *90 ••: ••: ••• . . ••• Sealed 4-18-16 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER /`�J�477 • • •• • • • • • • =I Y 8 '. ••• • • • •• • � Az ., � drawing no. j Eoce olsr. FL #20359till \/S;oNAL\k �% sneer 8 onto; • • • • • • • • • • tom--2.848 ITEM PART� QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS i i _ (\ t--1.189-y 1 MG203 -1 FRAME HEAD 6063-T6 _ I�7 2 MG301 1 FRAME SILL 6083-T6 tO .821 I 3 MG302 1 SILL TRACK INSERT 6063-T6 - Z n 1.496 4 MG303 AS REOD. FRAME JAMB 6063-T6 z� ti •W'� .2'313' 1.502 5 MG212 AS REOD. FLUSH FRAME ADAPTER 6063-TB 3.188 062 6 MG204 1/VENT FlXED MTGf RAIL 6063-T6 - �.O p` U, ..-__ _._ _._ J -TVP. 7 MG205 1/VENT VENT INTERLOCK 6063-16 - HW -• ' 8 MG304 1/..VENT JAMB STILE 6063-T6 - a C I O VENT TOP/BOTTOM RAIL 9 MG207 2/VENT TOP AND BOTIOM'RAIL 6063-T6 - H 10. MG208 AS REDO. GLAZING BEAD(5/16'GLASS) 6063-T6 V G H 2.406 IDA MG209 AS REOD. GLAZING BEAD (7/16-GLASS) 6063-T6 - d 1't g 1.189 1.439 082 10B MG210 AS REOD. GLAZING BEAD.(INSLIL LAM.GLASS) 6063-T6' - 0 1 s O FRAME HEAD TYP• 13 MG305 AS RTEOD. ADD-ON SILL RISER 6063-T6 - yI 0 _ 14 MG321 4/VENT ROLLER HOUSING& GUIDE CELCON - Q w O LL Z m N 2.910 2.076- 15 MG322 Z/VENT ROLLER BRASS - {L_pp f 1.188 7.189 16 MG323 2/VENT ROLLER PIN ST. STEEL - Q.z m£ IW- L ED 17 /10 X 1' AS REOD. - FRAME/VENT ASSEMBLY SCREWS CRS PH SMS - - 18 010 X 3-1/2' 2/VENT FIX.RAIL SILL SCREWS(SILL END) CRS PH SMS 1.537-- 19 W222322 AS REOD. FIN SEAL W'STRIPPING - ULTRAFAB Z 22 E202. - AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAFAB '�I m•' .062 _O JAMB STILE 24 SL203P 2/VENT- SWEEP LATCH,AT 10-1/4-FROM EACH END ZAMAK SULLIVAN&.ASSOC. 3 o I TYP. -- - - 24A IS X 5/8' 2/LATCH LATCH INST. SCREW ST. STEEL FH SMS 3.949 .078 2.406 25 LIG211 2/VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH Z , 3.074. 2.538 25A - 1/LATCH LATCH SPRING ST. STEEL_ 3 .. 26 - 2/WOW. HI-FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS ¢ i�W 1.189 1.403 27 - 1/VENT 5/16"BOX SCREEN - OPTIONAL __- i.i tO -1 28 - AS REOD. 54L INSERT, 2'LONG 6663-76 AT MIG.STILE LOCATION (p 0 N o ' 1 29 - AS REDD. SETTING BLOCK AT 1/4 POINTS EPOM DUROMETER 8045 SHORE A oa0 J c 2.848 L,,531--J O ZLJ ohi O � R FRAME SILL O7 VENT INTERLOCK I^ cc w.. moo .062- .062 2.844-7 �,p1 O 518 .250 I -� - .188-4 1.345 1A 1't�_ .062 1.189 ' ' T1'P• OI i3 ADD-ON SILL RISER 4 V SILL TRACK .094 2.786 1.961-y © FIXED MTC. RAIL � 125 n •• .500 4: • • • •• 0 ooI • • �' • • % 062 .062 • • •• • • • •� TVP • •• • • • • •• • oc� L 1.122 • • • • • • • • • ^ •• ••• • • • •• Sealed 4l&16 � 2.848 2.974 V. FLUSH FRAME ADAPTER � SILL INSERT `1111nu111�I • ! .078 1.421 "'{.583�.... 458+-i -iF--.134 / ) .•b1OENSF'., .985 I • t•I I�R� • If • .781 .865 • -781f�••,B65• •.7870• �8 .70592.050 1.000 1.028drowlCng nno. .876 1.096 98. • ��.096 • \�aXa '•.• ,{9>�/ 11y/ v-G 6 _ .Z SPRING LOADED LATCH 10 ... LAZING BEADS �.. FL #20359. \•, =CAi�lj sheet of 10 �4 FRAME JAMB see 0 • •• •• 0.8 • • •r •• ••• • • • ••• • • 3, / 0_k ri� C o e u�i la nI V p Id'1 cf. ? 0 a:0 7}8 �dpp Yl l�/1 p ry Q W j LL y LL=1n:o J� f Q3$fl FRAME TOP CORNER z J W I 1 _ i3O V VENT'TOP/BOTTOM-CORNER ZI z1,3 J I' i o' Z, 8INoR� a OeO i u d I I •• ••• • • • • c m •• 00: •• • • • lb"ME BOTTOM CORNER Sealed 418-16 � • •• • • • • • • • \p+�•, s /moi drawing no.. FIXED MTG, RAIL CORNER FL #20359 ,� «fill _. qunnlll'�� sheet l0otj0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • RODRIGUEZ RESIDENCE � 645 NE 92ND ST MIAMI SHORES, FL. 33138 D E S I G N 1B DESIGN & PERMITT I NG,INC. 6499 N POWERLINE RD.#203 FORT LAUDERDALE, FL. 33309• TEL. 754-701-7126 W W W.JB DTEA M.COM ANCHOR IMPA WIND LOAD ANALYSIS COMPONENTS AND CLADDING 7292 BIRD ROAD MIAMI,FL 33155 r BLDG.: N LENGTH=184' 0p WIDTH=76' Q �O HEIGHT=25'(SEE SKETCH BELOW) w = ' BASICWIND SPEED=175 MPH J V J WIND STANDARD:ASCE 7-10,FBC 2014 5TH EDITION 07j 0(9 N w , EXPOSURE:NON-COASTAL J j w > Ln Z J O °z• BLDG.>60 FT. BLDG.<60 FT. •• b ,►�• • I • • ?E+ f BASIC WIND SPEED V: 175 MPH •••• Q ¢ • • `. IMPORTANCEFACTOR I NA J $N •••• • EXPOSURE CATEGORY C ••• a•�•• • • _ RISK CATEGORY :2 •••• • MEAN ROOF ELEVATION H :25 FT. so** • di vJ fro 0000 • TRIBUTARY LOAD AREA A :10 I'll • • QQ w •• • T • G �• •••• • ELEVATION OF OPENING =25 FT. *000 • t4• • SITE PLAN Kh = 0.95 (TABLE 6-3,PAGE 79) • • s•••e• •••• • I� Kz= 0.95 (TABLE 6-3,PAGE 79) • • • • N.T.S. \I Kd= 0.85 (TABLE 6-3,PAGE 80) • • • •••• • v Kzt= 1.00 (TOPOGRAPHIC FACTOR-FIGURE 26.8-1,PG.252) •• y� th • : • • LL w ti• VELOCITY PRESSURE Qh=.00256 Kh Kzt Kd V2= 62.99 PSF Z ^ VELOCITY PRESSURE Qz-.00256 Kh Kzt Kd VI=62.99 PSFwl — I--1 GCp COEFFICIENTS (FIGURE 30.6-1,PG.348) w 1a-a ZONE 4= +1.00 -1.10 LL O SCOPE: ZONE 5= +1.00 -1.40 1. REPLACE EXISTING NON-IMPACT WINDOWS WITH NEW IMPACT RATED WINDOWS AS SHOWN. Q c) 2. REFER TO APPROVED NOA'S FOR PRODUCT SPECIFICATIONS&ATTACHMENTS. Gcpi COEFFICIENTS =+ .ls - .18 (TABLE 26.11-1,P2ss) � Q a 3.ALL PRODUCTS ARE IMPACT RATED&APPROVED FOR USE IN THE HV HZ. DESIGN PRESSURE P=Qh(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) 0 DESIGN PRESSURE P=Qz(GCp-GCpi)x.6 (AS PER FBC 1609.1.5) t ZONE 4=+44.6 PSF/-48.4 PSF 1.1..1 TABLE OF CONTENT: (ZONE 5=+44.6 PSF/-54 7 PSF 1—WORST CASE V Cl- SCOPE OF WORK&SITE PLAN w P1- PROPOSED WINDOW LAYOUT&FRAME ELEVATIONS *ENGINEER SEAL NOT REQUIRED FOR BUILDING STRUCTURE<30'-0" - m M O W z F LL LL F- W Z Lj Z O F_ N N Ol V z a w r O w O a cc SCALE: AS NOTED CHECKED BY: DRAWN BY: JBD ISSUE DATE: 05/30/17 SHEET# c RECEIVED ADJOINING UNIT us Aff I JUN 0 9 ?017 I I D E S I G N pj 01B DE$ IGN & PERMITTI NG,INC. 6499 N PDERDAL ,- RD #203 _ - HR(SERIES MG-300) _ _ � - - - FORT LAUDERDALE,-FL. 33309 - I ENTRY EXISTING TO _ 38"X52" TEL. 754-701-7126 REMAIN DP=+80.0/-80.0 WWW.J B D T E A M.C 0M HR(SERIES MG-300) o FL#20359.1 74"X 52" KITCHEN O — — — — — — — — — — — — — — — — — — — DP=+80.0/-80.0 x — . FL#20359.1 'RX I v 4y 0LIVING ROOM X 52" CH®R d IMPADP=+80.0/-80.0 DINING ROOM 9 /-706 FL#20359.17292 B ( -1 I I MIAMII FL 3 155 SH(SERIES MG-200) UNIT#16D 20"X 40" x UNIT LOCATION DP=+80.0/-140.0 L) 3 FL#20352.2 HR(SERIES MG-300) I o O BATH 38"X52" / 0 z DP=+80.0/-80.0 i I Q� W Z HR(SERIES MG-300) o FL#20359.1 40"X 52" _ O J DP=+80.0/-80.0 x ! L - - - - - - - - - - - - - - - - - - - - J o?S WZ FL#20359.1 (n (/) ¢7) O BEDROOM 2 zJ o BEDROOM I V LEGEND KEY PLAN v o N Z QN z® WINDOW MK. N.T.S 0 940v•• I #O OPNG.MK. _ ►• •••••• •• © > s� • • "X" OPERABLE ' "' z • • .x •D X. "p" "0" FIXED , ch1 — ••• �e T> N Q • •••••• ••• •• N -SCD PERMIT • s • 4 5 Q Qoo •••••• HR(SERIES MG-300) O HR(SERIES MG-30() 0 • • C 55"X 52" 55"X 52"l I f Miami Shcres Villa e •• • (D �.�• •• ••• DP=+80.0/-80.0 DP=+80.0/-80.0I �� • • �� • FL#20359.1 FL#20359.1 APPRObED BY DATE •• • W • ...... U) • • • • N • ZONING DEPT00090* •° • .••••• • WINDOW LAYOUT O ` BLDG DEPT w7la/7 O a •••••• •• • SCALE:1/8"=1'-0" N • • ILL M•• ` SUBJECT TO OCMPUANCE W M ALL FEDERAL Z W Cn STATE ANO CCt*"Y A ALES AND REGULATIONS ; W Q U } ILL �D U O —— ——— —— ——— — — —— — — ———— — — —— — — ———— — — —— — — — — — —— — < a 74rr Orr 55rr 38'r 76" W I � 20r' Z 00 o � m v Xrr Orr XrrOrr N Xrr Orr v rr Orr N Orr I m o -► X-♦ "XII y I p Lu = LL y 4� y l Z W z o z a w ^ � E 1 ` -- - ---- - --- --- - - ----- - -- - -- --- ----- -- -- -- - 0 o ELEVATIONS °C SCALE:1/4"=1'-0" SCALE: AS NOTED CHECKED BY: DRAWN BY: JBD ISSUE DATE: 05/30/17 SHEET# ^