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WS-18-1417 1 Permit NO. WS-5-18-1417 �5tijO1 s o,� Miami Shores Village Permit Type:Windows(Shutters � 10050 N.E.2nd Avenue NE Pen ' n•••� Work Classification:Door Replacement 'r. Miami Shores,FL 33138-0000 Permit Status:APPROVED '.' Phone: (305)795-2204 fiLOR1DA - rssue Date:5/2412018 Expiration: 11/2012018 Project Address Parcel Number Applicant 333 NE 92 Street 1132060136370 Miami Shores, FL 33138- Block: Lot: JOHNLONGMAN Owner Information Address Phone Cell i JOHN LONGMAN 333 NE 92 Street ()__ MIAMI SHORES FL 33138-3133 333 NE 92 Street MIAMI SHORES FL 33138-3133 t Contractor(s) Phone Cell Phone Valuation: $ 5,650.00 COCONUT GROVE GLASS AND MIRR 305-634-3420 Total Sq Feet: 36 Type of Work:1 IMPACT SWING DOOR Available Inspections: No of Openings: 1 Inspection'Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-5-18-67680 DBPR Fee $2.00 DCA Fee $2.00 05/24/2018 Check#:4216 $50.00 $82.60 Education Surcharge $1.20 05/24/2018 Credit Card $82.60 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $132.60 0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certA that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Fut r re,I thorize -named contractor to do the work stated. May 24, 2018 Authorized Si ature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 24, 2018 1 Miami Shores Village REC- � Building Department MY2412018 Buig p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: v Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 -�-t-� FBC 201 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. fp BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP G� CONTRACTOR DRAWINGS JOB ADDRESS: �33 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 40t., - /-,-)/2 " It !!3 2('Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �/'!/y�D��YJI�I/ Phone Address: �2 3!v !�- 9'4 �=�J City:��r � /^ SGG@/LE'S State: Zip: Tenant/Lessee Name: n Phone#: Email: �1�—C '-:3d5- �-t"/ �� CONTRACTOR:Company Name: C��.1/y%C% !/��I�C.S� Phone (3 d3 v--jzio Address: 0 City: L / State: Zip: Qualifier Name: s- Phone#: 34)1- /4 A V' O State Certification or Registration#: �-- / Certificate of Competency#: l 7(0 7 DESIGNER:Architect/Engineer: �_ /�/'vQ/f�✓ /�-r Phone#:(3 04,-)d 1J -:a'9' 7 f Address;, � � `� FST S�9 City: f State:/- Zip: v Value of Work for this Permit:$e!�— Square/Linear Footage of Work: �o Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: uJ e!X Specify color of color thru tile: Submittal Fee$ �d 00 Permit Fee$ Cj CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address ,City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occseven (7) days after the building permit is issued. In the absence of such posted otice, the inspection will not bXapprovedlva reinspection fee will be charged. V Signature Signature OWNER or AGENT CONTRACTOR Therf�oreg?oi�ry��inst ent was acknowledged before me this The foreg instr ment w s acknowledged before me this da of 20 1!!�L by 1:94day of 20 l0yby who is personallyy known to jLelo -I- ho is personally known 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. NOTAR IC: NOTARY PUBLIC: Sign: Print: (�� —CJ� Print: o"Ay Ue�, GLORIA Seal: rot,,..,,ai� Commission#GG 104094 GLORIACOTO Seal: * * Commission#GG 104094 * N'r �o� Expires July 12,2021 '�� Expires July 12,2021 Fppr'o Bonded ThruBudget Notary Servloee kNed Thru Budget Notary Sar*u ******************************* **** **** ****************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Propeq, Search Application - Miami-Dade County Page 1 of 1 OFFICE -OF THE PROPERTY .APPRA,ISER .< Summary Report Generated On :5/24/2018 i Property Information Folio: 11-3206-013-6370 Property Address: 333 NE 92 ST Miami Shores,FL 33138-3133 Owner JOHN F LONGMAN r DENISE T LONGMAN j _ Mailing Address 333 NE 92 STREETg MIAMI SHORES,FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE � x FAMILY: 1 UNIT Beds/Baths/Half 5/4/2 Floors 1 �*• . Living Units 1 h ; Actual Area 3,766 Sq.Ft Living Area 3,001 Sq.Ft Adjusted Area 3,008 Sq.Ft Taxable Value Information Lot Size 12;700 Sq.Ft 2017 2016 2015 Year Built 1954 County Exemption Value $50,000 $50,000 $50,000 Assessment information Taxable Value $319,041 $311,451 $308,939 Year 2017 2016 2015 School Board Land Value $380,819 $317,517 $304,454 Exemption Value $25,000 $25,000 $25,000 Building Value $225,254 $228,281 $231,307 Taxable Value $344,041 '$336,451 $333,939 XF Value $38,329 $38,785 $26,219 City Market Value $644,402 $584,583 $561,980 Exemption Value $50,000 $50,000 $50,000 Assessed Value $369,041 $361,4511 $358,939 Taxable Value $319,041 $311,451 $308,939 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value 1 $319,041 °$311,451 $308,939 Save Our Homes Assessment Cap Reduction $275,361 $223,132 $203,041 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Second Sale Page Price Qualification Description Homestead Exemption $25,000 $25,000 $25,000 12/22/2010 $455,000 27604- Qual by exam of deed Note:Not all benefits are applicable to all Taxable Values(i.e.County, 1457 School Board,City, Regional). 24661- . 06/01/2006 $900,000 Sales which are qualified 2878 ' Short Legal Description 18663- 06/01/1999 $280,000 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 3747 LOT 15&LOT 16 ELK 47 00000- Sales which are disqualified as a result LOT SIZE 100.000 X 127 12/01/1992 . $0 COC 24661-2878 O6 2006 1 s 00000 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/24/2018 i MIAMI-DAD E MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND-CODE ADMINISTRATION DIVISION T(786)315-2 90•%(786)315-2599 NOTICE OF ACCEPTANCE (NOA) : ••www.miamid*ade.¢ov/Molita SIW Impact Windows LLC • 975 S. Congress Ave.#102 Delray Beach,Florida 33445 •... .. ...... SCOPE: ••.• .• ..... This NOA is beingissued under the applicable rules and regulations governing the use ••e••structi ••atcrials.fie•• PP g g g 4 41� 4�I ...... documentation submitted has been reviewed and accepted by Miami-Dade County RER.1P.WA.lct Control Section to.be used in Miami Dade County and other areas where allowed by the Authority Having Juiisdiction(AHJ). . 6006:6 This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product eControl-S ctioc (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reser0e the right J6".e this pr0*R;t or material tested for quality assurance purposes.If this product or material fails to perform in the ieMpfed manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of-such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"500-10"Single Aluminum Outswing Doors w/wo Sidelite t APPROVAL DOCUMENT: Drawing No.W14-02 Rev C,titled"Series 500-10 Alum Outswing Entrance Door (L.M.I.)",sheets 1 through 10 of 10,dated 02-05-14 and last revised on JAN 08,2018,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT,RATING: Large and Small Missile Impact 1. Limitations: 1. See DP tables for X in sheets 2. O and O/X or XO(door(w/wo Reinforcing&w/Sidelight)in sheet 3.Lower DP from door w/Sidelite or Reinforcing or"ADA threshold or 4"Bottom Rail may control. 2. Max Sidelite mulled with door in sheet 3,shall not exceed=38". 3. Glass lites wider than 36"shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. J INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises,& renews NOA# 14-0305.08 consists of this page 1 and evidence pages E-1,E-2&E-3, as well as { approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. 1 MIAMI-DADE NOA No.-18-0116.12 Y COUNTY Expiration Date: May 22,2023 Approval Date: April 19,2018 1 Page 1 r s w SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS •"�'• 1. Manufacturer's die drawings and sections. •..• ; ••• • 2. Drawing No.W14-02 Rev B,titled"Series 500-10 Alum Outswing Entranoo Door(L.W)";sheets 1..:. through 10 of 10,dated 02-05-14 and last revised on Jul 31,2014,preparedt*M-Farooq Eorporat ons ; signed and sealed by Javad Ahmad,P.E. .... . .. ..... B. TESTS ••• "" ""' .. .. .... ...... 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 ••• •• 2)Uniform Static Air Pressure Test;Loading per FBC TAS.202.94 ....:: ...... 3) Water Resistance Test,per FBC, TAS 202-9,{ •• ; ; 4) Large Missile Impact Test per FBC, TAS 201-V4 .".'. ' 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of Single Aluminum Outswing doors w/sidelite,prepared by Black Water Testing Inc.,Test reports#BT-SIW-13-010, BT-SIW-13-010(2),BT-SIW-13-011, BT-SIW-13-011(2),BT-SIW-13-012 and BT-SIW-13-013 dated OCT 29, 2013 and December 11,2013,all signed and sealed by Yamil Kuri, P.E. Note: The test reports#BT-SIW-13-010(2)and#BT-SIW-13-011(2)have been revised by an { addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 2. Additional Reference Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Watef Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 ' r Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom,prepared by Black Water Testing Inc., Test reports#BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013,both signed and sealed by Yamil Kuri,P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14,issued by W Black Water Testing Inc., signed and sealed by Yamil Kuri, RE 3. Additional Reference Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 j Along with installation diagram of aluminum Inswing/Outswing doors w/wo sidelite and transom,prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI,07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, r.. i HETI-08-2184A&B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all i signed and sealed by Candido Font, P.E. _ ` shaq I.Chanda,P.E. Product Control Examiner NOA No. 18-0116.12 E Expiration Date: May 22,2023 Approval Date:April 19,2018 E- 1 t � w F • 4 SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 .. i .... 0000.. C. CALCULATIONS • 1. Anchor verification calculations complying with FBC2014,preparedb*&Al Fardoq' Corporation, dated FEB 17,2014, Jul 11, 2014 and last revised on Jak A-,12014, signed and .••• sealed by Javad Ahmad, P.E. "" :*0 . ' + 00000000. 2. Glazing complies w/ASTME-1300-04 & -09 •• 0:..•0 0•:0•. 000000 0609 .000.0 D. QUALITY ASSURANCE ••... .• • 1. Miami Dade Department of Regulatory and Economic Resources R . . 0 . ...... 000 . . . . . f E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-04.02 issued to E.I. DuPont DeNemours & Co.,fd f 62or their "DuPont Sentry Glass ®interlayer", expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 07/11/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test reports. t 3. Addendum letter dated 05/09/14 ref NBT-SIW-13-010(2) and BT-SIW-13-011(2), issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E 4. Addendum letter dated 05/09/14 ref#BT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri,P.E. 5. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. t G. OTHER 1. RefNOA(s) # 13-0220.06&#14-0305.06. 2. Test proposal dated 08/13/13, approved by RER 3. Test proposal dated 05/23/13, approved by RER. { 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W14-02 Rev C, titled"Series 500-10 Alum Outswing Entrance Door(L.M.I.)", sheets 1 through 10 of 10, dated 02-05-14 and last revised on JAN 08, 2018,prepared by Al- Farooq Corporation, signed and sealed by Java Ahmad, P. E. I B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition),prepared by Al Farooq Corporation, dated JAN 08, 2018, signed and sealed by Javad Ahmad,P.E. Is aq"I.Chanda,P.E. Product Control Examiner NOA No. 18-0116.12 Expiration Date: May 22,2023 Approval Date:April 19,2018 E-2 1 t • SIW Impact Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED,,,, ••• D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RFA •••••• E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,l6Ba. Wormer E,1. DuPont .' DE Nemours&Co.,Inc. for the"Sentry Glass ®(Clear and White) G1a;s In41-14ygrs", •••• • expiring on 07/04/23. • F. STATEMENTS 1. Letter of conformance to FBC 2017(6t'edition) and No Financial interest dated NOV 07, 2017,prepared by Al Farooq Corporation, , signed and sealed by Java Ahmad,P.E. G. OTHER 1. This NOA revises& renews NOA#14-0305.08, expiring 05/22/2023. a ' l F _ I haq I.Chanda,P.E. Product Control Examiner NOA No. 18-0116.12 Expiration Date: `May 22,2023 Approval Date:April 19,2018 E-3 t �v � - ' 0 � eV W Q : N k q J O p L0 8 O '4ba NO Q WAY. Ip LL Wy ' s0 3/16" HEAT STREN'D GLASS J Q m Q _j .090' Interlayer Q W 0 SentryGlas By 'Kuraray America, Inc.' N 3/16" HEAT STREWD GLASS (0 N pp a) G I U � Jcr•• �`+ uj •+•• 0000•• _ 0000 L • LO Z �,� � / it i• \ •••; l2jM• ••••�• m I: I: \ 0000• 0 Q•M • • iv to 7 ! I� 17 0000 0000•• THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. / it i! ••••• �. • 'SHUTTERS ARE NOT REQUIRED. c, 13 i i i i 12 O w'• rn ••••• • • ••• M • • I' I' • U rn 0000• - I I SILICONE 00 00QD �I �I DOW 995 ;Ee " P•� n 000000 0000• o Q o •- • N 0000•• ,SERIES 500-10 � I 8 oy;� G • ALUMINUM OUTSWING ENTRANCE DOOR- ' /� 0000 r�I, ;'•••ui ; APPROVAL APPLIES TO SINGLE (X) DOORS WITH OR WITHOUT SIDEUTE. AT 1/4 POINTS ON LITES SEE SHEET 2 FOR SINGLE DOORS DESIGN LOAD CAPACITIES. WIDER THAN 36" 21 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITY AND SIDELITE CONFIGURATIONS. _ ln GLAZING DETAIL W W m DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION X7/16" OVERALL LAM..GLASS a o RESISTANCE IS REQUIRED: oW W N SEE SHEET 4 FOR LIMITATIONS. � � o HIS PRODUCT HAS-BEEN DESIGNED TESTED TO COMPLY WITH THE' `o a a Q 'T REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE a INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). *. ') 1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTAUED ADEQUATELY TO TRANSFER-APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. o Q N ;r;, N N O O ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE : c MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ```,t11IIIt�� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. EDUCE id�Vl� � �/� a a" P4irl�witb tie R ridgy �� *� � ,� `e _ ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. E�d4n=Q� ,.•' NSF OOr MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ' A "Op H� I " tIG•l Z• CM COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ate H y_Z 2�' 2t�3 70592 M T a REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. dm THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY Corte �� n OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR �® '•. 01 �. drawing no. WATER INFILTRATION RESISTANCE ETC. 'i •'•.•� RID �®'N`� W14-02 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. A � I 1� ` sheet of Q 48" MAX' _ 48" MAX. 3 _- - - - — - FRAME WIDTH" - - — - - —- - - FRAME WIDTH - - - - - - — - C4 > 3" 13" I �3 3/4" MAX MAX. 3 3/4" MAX. ' Z EAD M n AHEAD/SILL A 10SI, HEAD/SILL AD�jA g 0 �, q Q I rt ORNERSCORNERS 1 I O ` V 0 �iNh 50Wd 0 aco a I I 0 -Ot_ I � � U) o TRUE DIVIDERS / (� C E --/7--ii------ i OPTIONAL // I m �J! B 11 I � ¢ / B i Q W O1 F II w a / I ui ___ _ __ I m 'co W' \ ate \ J = N � =__= ___ NCD IN00 0 J QQ o0 O 11 I 0 o I $ ( •••• r i p II I O I • • W0 N •••••• L------ I I •• z •w��r in • 11 • N ••••• cD 0 j M • -��_ - --- I I ••••• 0 3!I•t rn ••i••• it �--- •••••• II \ N I z I •• •• _ �� II Z I Z I • C-)4n Ntc) •••••• II I I to I I k•••• I • • ACTIVE I ACTNEI DHC t IEVam N fn rn D m > the i1'.O& SURFACE APPLIED C Z� C g Z AooeAtaace,'�o FALSE MUNTINS I [ �o �p a gspiratb�iblte U t2 ti MAY BE USED 35 3/8" MAX. - U 35 3/8" MAX. `a v (( W W m D.L. OPG. D.L. OPG. y`��•�+�e�- o o 45 3/8" MAX. 45 3/8" MAX. o W W N DOOR LEAF WIDTH DOOR LEAF WIDTH .11- - TYPICAL ELEVATION TYPICAL ELEVATION a a ( X ) DOOR OPTIONS ( X ) '00) Ix Ix 1:03 1 NOTE: Doors LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-09 (3 SEC. GUSTS) SINGLE DOORS (X) SINGLE DOORS (X) o AND FLORIDA BUILDING COMMISSION 2 b " M N STD. THRESHOLD ` DOOR DIMS. ADA THRESHOLD DECLARATORY STATEMENT DCA05-DEC-219 ; S = DOOR DIMS. :TALL BOTTOM RAIL 0 c < m U FRAME FRAME EXT.(+) INT.(-) FRAME FRAME EXT(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 11 1111 48" 120" 50.0 50.0 \�� 48" --120" 55.0 55.0 `� ' � d ` y1GEN�FoOr DOORS USING 4" HIGH PANEL BOTTOM RAIL (SIW502) TO BE LIMITED TO ±50 PSF I a SEE SHEET 4 FOR EXT.(+) LOAD LIMITATIONS. 70592 r J - LS 0 O L NOTE: •; -!-J � VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. ' lip OF �� drawing no. DOOR D.L.O. DIMS. DOOR D.L.O. DIMS. ON W14-02 D.L.O. HEIGHT = FRAME HEIGHT - 15.875" D.L.O. HEIGHT = FRAME HEIGHT - 15.313" /�°J® �L� \� ` D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.625" �/��j j j j 1111� sheet 2 of 10 —JI 86" (6) ANCHORS FRAME WIDTH FRAME WIDTH AT HEAD/SILL m 3" 13" 3 t3. 6, 3" M 3 3/4" MAX. MAX' 3 3/4" MAX. MAX. TYP. Z HEAD M HEAD HEAD/SILL G SILL HEAD/SILL q sILL - G G 4 z CORNERS CORNERS �� \ q a a W C a U II I 'O+ �Nti >M O' aEm 8 0 c I N 0 / I io c� m 0 y y 0 m TRUE DIVIDERS o // K I // o iv Q w 5 LL OPTIONAL Z U): o -- ✓ �J J / �// I �// V' J 1 O M u { Q W M L F II F- IIIL X2 ao C� ====_1L---- to " w I fO 2 � n. --it---- m w = I w mi c1l O ui co O J I� iV m 1 11 TE N I Ln if) N w ¢ B I B rn I.� �� 6 N °o tj I I m�O I �J jy• w �� O I N • •• V .]tS•• ••••:• 0 •• • .f m • == ======== m0D / / ••••• �• z ••••�• m •••• Z 0>ci IL 4a �••••• II -I / B �/ J • • • r • •••••• O �•�••� ••••• NM • • ,�--- I •• •• Se �• Orn ••••• II Q a04 TRUE DNIDERS :••:•: Q t li n •• 1,00 OPTIONAL • • C>m ••• • 0 I 0 •• • N •• •c v • W r3l In ?J J N 2 mw SURFACE APPLIED N z C - H z FALSE MUNTINS7 o o N MAY BE USED 29 5/16" tO 0 35 3/16" 30 5/8" � W W m D.L. OPG. D.L. OPG. D.L. OPG. �ODUCP�VI &i�iaP"g with the F>bri& U U 35 5/16" 45 3/16" 36 5/8" lslddiagCadec N SIDELITE LEAF WIDTH DOOR LEAF WIDTH SIDELITE LEAF WIDTH A Nt�! all �• g 2 z� Uaii Fa 48" 38" s, ( j w...��• ai Wiii a DOOR FRAME WIDTH SIDELITE FRAME WIDTH prC z0: TYPICAL ELEVATION TYPICAL ELEVATION cN o N Q N M N DOOR WITH SIDELITE LOAD CAPACITY - PSF N o R SIDELITE LOAD CAPACITY - PSF XO OR OX COMBINATIONS c STATIONARY PANEL (0) WITH REINFORCING WITHOUT REINFORCING \1I111111I///'/ DOOR DIMS. STD. THRESHOLD STD. THRESHOLD �@, TALL BOTTOM RAIL DIMS. TALL BOTTOM RAIL ADA THRESHOLD STD. OR ADA THRESHOLD `` •.• ' GENS FRAME FRAME DOOR FRAME SIDELITE FRAME FRAME INT.(-) EXT.(+) INT.(-) EXT. INT.(-) EXT.(+) o V) WH HEIGHT WIDTH WIDTH HEIGHT + 7 2 a 38" 120" 55.0 55.0 48 38" 120" 55.0 55.0 50.0 50.0 48.0 48.0 - ; 7' = y" o Y 6 U DOORS AND SIDELITES USING 4" HIGH PANEL BOTTOM RAIL (SIW502) TO BE LIMITED TO ±50 PSF SEE SHEET 4 FOR EXT.(+) LOAD LIMITATIONS. OF �� drawing no. SIDELITE D.L.O. DIMS. W� 4—�2 EIGHT = FRAME HEIGHT — 13.875" ., r �i��® 10•�� D.L.O. WIDTH = FRAME WIDTH — 8.687 �//®�j 111�� sheet 3 of 10 TYPICAL ANCHORS ' TYPICAL ANCHORS �� 3 o 'SEE ELEVATIONS SEE ELEVATIONS - _ - — j BY WOOD BUCK r METAL N g z FOR SPACING I T FOR SPACING (� 2BY WO BUCK to f. FASTENERS BY OTHERS STRUCTURE OR n EXTERIOR E GE DIST.e : :."I I m.- FlNISHES CONCRETE EDGE'DIST CONCRETE D STRUCTURE BY OTHERS i~ 3 KSI.:MIIf °, a= I I` 3 KSI 1dIN. EDGE DI Z CO ti 3 EDGE DIST. zz EXTERIOR H m N a FINISHES Q a BY OTHERS d+ O o L - - - - �, z z z _ O a I 18 � I I -i w O 11 t I 15 16 1 cr 1�8 m m Mai r v O H t-- 1I 1 TYP. N c O TMI 27 i i 4 \ � \ O r7 J DaGQ g TYPICAL ANCHORS TYPICAL ANCHORS 'A i SEE ELEVATIONS SEE ELEVATIONS 5 y y p I FLUSH BOLT FOR SPACING FOR SPACING % �z a i GUIDE TUBE Z y � —02: J0 0 :5 � WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q W o j, jl MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ,.l/4" •DIA. ULTRACON'BY ELCO' (Fu=177 KSI, Fy=155 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'MIN. LENGTH (HEAD/SILL) 2-3/4" _ i g N MIN. LENGTH (JAMBS) = 3-3/4" _ _ I N INTO 2BY W000 BUCKS OR WOOD STRUCTURES 25 • n 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) -;N• `' •••••• THRU 1 BY BUCKS INTO CONC. OR BLOCKS ..... •%L, ••• • O 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) N _. 34 ••••• 3tl � r� •""'•• B 1 -1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) ••.. '� z Q• w • • EDIRECTLY INTO CONCRETE OR BLOCKS N_ a 0 _ '�1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ` ••••• = O1 •••" �1_1/4BLOCKS (JAMBS)" MIN. EMBED INTO CONC. OR BLO ••• ¢ U AW n U t •. i. _ o _o ! /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRSS X,1m :0900: J !I ! INTO MIAMI-DADE COUNTY APPROVED MULLIONS ••• ? :0000 i i' is t OR v, " INTO METAL STRUCTURES (HEAD/JAMBS) W o W (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS "' ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a w STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M N �1 5 i it (TYPICAL EDGE DISTANCE a o X 8" TALL i� i- 'INTO CONCRETE AND BLOCKS = 2-1/2" MIN. o N BOTTOM RAI f I _j _ o W I! j! INTO WOOD STRUCTURE = 1" MIN. POURED do HARDENED i. I! INTO METAL STRUCTURE = 3/4" MIN. v a a W �� 5 HIGH STRENGTH GROUT I i y a <i�> f'c = 5000 PSI MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 8" TALL NOT BY S.I.W. �\�) �c CONCRETE AT HEAD, SILL OR JAMBS f`c 3000 PSI MIN. I I BOTTOM RAILMUST w - � LOADS TRANSFER O STRUCTURE I I - I I 4 C-90 HOLLOW/FILLED BLOCK AT JAMBS. fpm 2000 PSI MIN. I I c LOAD BEARING j—j I, O pry M N (SOLID SHIMS I I C l��) 4" BOTTOM L y o 0 27 OPTIONAL TO GROUT) i i iANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS < m O 11 __T_Tl 15 16 C 11 I I 27 ttg111111/tt/ �T PRODUC r REYMM `\\\ ® 18 j— r � ) 15 gA I�� 1 15 8A as c moAft with tYe F'od& �� •..�� /ice i 8 lsitldtng Qade `� 'VGENSF •. o a —T T— —T — At"ptancelV4 _ Il z. m TYPICAL ANCHORS— ML We ,� 2 SEE ELEV. , - 70592 T a FOR SPACING _ u a o N' R > .o " CONCRETE CO C. ETE i Mt f Ytt' ! � Co�bld '- :`.::a;::`.::;:;?: ;:`:::................... 3 KSI Mitt.` a` �:;: Q, • , a ,. 3..KSI MIN. ADA THRESHOLQ •' TE OF �j�` drawing no. 3 KSI,MIN.d' EDGE DIST. APPR'D FOR WATER RESISTANCE a. . . °: f STD.'TH_RESHOLD } ...°... • ® .� W14-02 iv EDGE DIST. APPR'D FOR WATER RESISTANCE LIMIT MAX. LOADS TO 150.0 PSF �it��v®®� � LIMIT MAX. LOADS TO 155.0 PSF /Itttllllgttt\ sheet 4 of 10 3 N coM OQ. 3 Z O J TYPICAL ANCHORS a ti SEE ELEV. ti 1 TYPICAL ANCHORS p p`ILv SEE ELEV. TYPICAL ANCHORS 1 BY FOR SPACING O J N FOR SPACING_ O SEE ELEV. WOOD BUCK d tV FOR SPACING � C a • ACTIVE O 50)t"1 . 9 • v � 4jd 15 O Cf aCa q .. 15 _ - � Z D A W - ----� �L Z N . ;. � 0 f Q W M F .' V1 -------------- ------------ __ _—__ — _—_ — — _—_ : O jr*. Z 18 W p W ^ N W _j SzQ<a �NO3 EXT. z rn .° Z` O 6 1/2" MAX. 0W- D.L.O. Y 6 3 LOCKS SHIM 0 0 2 • 1�s N •s•s•• EXTERIOR 3 10 SEE SHEET 8 EXTERIOR •••• ' �' •• FINISHES FOR DESCRIPTION FINISHES ••• • G9 ••••:• BY OTHERS BY OTHERS ••••• w 3:,. r7 MAX. LEAF WIDTH 45 3/8" �, p>M • • EXTERIOR : •sss Z Q• �•••• • • r •s•• (mese- ••s•• S y U) N s s MAX. MAX. FRAME WIDTH 48" 1/2" MAX. ••�••� o •• M ••••• _SHIM SHIM •s •• _ 1174 J rn •••••• .. .•.. v�6 g •• cn r•W - N Arno TYPICAL ANCHORS SEE ELEV. FOR SPACING W m "10DDUJC�yt REVEFy�$��y M � Y �ft U 41 n tu"ng as& a W � N Acceptance Ho 1 -011 Elomtws Dete_ U a tt• S f� t .�„�f�4..�.► K Z 7 W a v r !, ^_ N a N M1 N o METAL W STRUCTURE c a m " w ``�Illllllilll/ A� L. - -, EXT. ��, VCEid3�e i o .t I m i N r 3/8" MAX" 0592J SHIM O .Y o U i 5 S TE OF ��/� drawing no. : %��''• loa••��®.�� W14-02 FDOOR DETAILS /'�i�®®�44��`� sheet 5 of 1 Q /111111/1 TYPICAL ANCHORS 3 SEE ELEV. -. '- - -- - TYPICAL ANCHORS - — - - - - - - - - — — - - � - - - N - - FOR. SPACING SEE ELEV. N J V) EXTERIOR �EDQE DIST: ° e FOR SPACING TYPICAL ANCHORS co I 00 FlNISHES ° CONCRETE SEE ELEV. M BY OTHERS .3:KSI MIN. O g FOR SPACING Z 3 2 ,'�', z a ula- fi Op ` M cps �•. 22 C M M- n Hij�8 7FIn O -- -- LLJ G 15 16 4&� -- -- _ 4 t N cc�� - 27 1 °• � > O �al L 4 __- -_ _ _-__ - o Q aoo g o� W �. ' m�s a Wn � a �Imo, O.< NO?i L6 301 W N M 18 EXTERIOR y z M w 3; 7 Q W 31 t- D.L.O. p EXTERIOR' FINISHES = N I I. BY OTHERS SIDELITE LEAF WIDTH rn 1/2- 1 2" MAX. • • $ (j+•• r ••••:• SHIMS SIDELITE WIDTH /SHIM •••• w CV•• • U • • to 34 •••• W :000 •• •••.: B g #12 SMS � 6� • 0 = SHIM 3 K AT 6" FROM ENDS •••' z Z J • • �i W AS READ. & 12" O.C. •• •• " } tL N •,••• •. •. O I+j Oi .....• IliS~yzv - W I ..... rn ii w o 14 a$-> ••...• I o N ci 5 o 16 8 r�� o • N U) i � wW • J T� MU W W m EXTERIOR 6 25 ` N 7 ° � POURED & HARDENED I! I! D. 10 D.L.O. c W W o 5 HIGH STRENGTH GROUT U a d f'c 5000 PSI MIN. � 8" TALL NOT BY S.I.W. 45 3/16" SIDELITE LEAF WIDTH BOTTOM RAIL MUST TRANSFER SHEAR 4 MAX. DOOR LEAF WIDTH LOADS TO STRUCTURE 4" BOTTOM L 48" 38" O LOAD BEARING MAX. DOOR FRAME WIDTH MAX. SIDELITE FRAME WIDTH O 0 N M N (SOLID SHIMS O T o 0 27 OPTIONAL TO GROUT) MULLED DOOR/SIDELITE L < m U STD. SILL 1i 15 16 STD. SILL 11 15 16 \`�11111111)��// 19 X 18 PRODUG f REVOW .� A� �., [�M_: as emptying with tie FterrYe �� .. �,� = Halding Ca& 00 VCENSF''•® o "' Acceptaece No J�-01!L•t o n 2Eapitat3es Date L � _ 0592 _ a ...... ........ ................... . a TE TYPICAL.ANCHORS . • �' v° ,• ;,_,_,� TE OF �y\ drawing no. CONCRE 3 KSI MINso v. . f P �i P ��` W 14-02 � � v'• SEE ELEV,. FOR SPACING a o i 19,.•' TYPICAL ANCHORS i �� N � EDGE DIST. EDGE DIST. SEE ELEV. •' STATIONARY UNITS SIDELITE DETAILS \ (SINGLE SIDELITE) FOR SPACING �/�11111 tll�, sheet 6 of 1 O V 3 L - - - - 4.600 - - - - -- - - - - - -1.250 � cNo 2.040-1 I r i 094 I 3 Z Mn 750 078 1.000 .218 2 n z If 1.750 2.000 .094--11-- 094 2 � a. 0.562 IL 00�� O 125 I I 4.688 _ d N t�2.122 TYR I I G 1.750 j +" 0 i I 2.481 C 1 DOOR/SIDELITE FRAME HEAD 7 SIDELITE SASH STILE I Io O' 0�� 8 4.040 3.000-�I Q a 0 200 1.900-1fes--2.125 N to p N 31 FLUSH BOLT BLOCK Z y�` 0 too . 2.000 078 3 FRAME JAMB g m Ld >,p. -� 1.146 a W 0 4.000 .125 75 TYR N 094 co 1,969 .078 rn s HINGE/LOCK STILE 084 1.070 $ •••••- CJv.•• r- ••.••• • • N N • •. • .. 437 174�I 11 SNAP COVER •�•••� � - ••0�• .855 fes-2.021- ••.i•• •, `� r • 4 TOP RAIL/BOTTOM RAIL 170- •••• • �,``� '•••� .... z gr .... 1.280 •150 14 JAM B/MULL ADAPTER .056 1.059 99:00: ��•� 0000' 2.089 o 437 •••••• M •..a• • • • ¢ UZU a '• 1.900-1 2.118 • • C. ••.•. • •...• 1.375 s JAMB SCREW COVER *••e �}9 � . NK 710 } W �•Le J 2.000 .094 (n 0) O to DOOR ASTRAGAL 8.000 .078 PRofluc c REVNIIM 655 as�PtYtaB with&t FMtYL 0 �„ � 34 CHAIR RAIL lmadiuX Cede o W g- N Acceptance No t*= ({Jl- t. Z Ix W o Eapiradea Date 1.000 1.365 .717 a 050 S. .�•.� 0 ex o a M!ars NAek ++oroct Casted exz � 100 .062 I .062 . NP. -oii � _ t.238 LI r .415 iria fo- 1.900 0 N N INT. GLASS STOP (LAM. GLASS) 8a o 5 BOTTOM RAIL THRESHOLD COVER � ` m " .662 11 2.382 � P . • ' f 2.337 �\CE . N4'•. ® o 094 Y .250 I I m a , t).70552 803 .050 1.365 .500 = c 1.250 750 .078 1.750 . I 1 I-3 144 4.632 ,-..i ;' ;} <, _ S TE OF •��y�\ drawing no. 4.601--moi 2 STANDARD THRESHOLD 13 EXTERIOR GLASS STOP 8 25 ADA THRESHOLD STEEL REINF. ��i®�111,`�� sheet 7 of 10 - - - -- - - - -- - - - - - - - - - - - ITEM-# -PART-# - REQD.-- DESCRIPTION - - - - - - MA'T'ERIAL - MANP./SUPPLIER/REMARKS U 3 - 1 SIW505 1 DOOR/SIDEUTE FRAME HEAD 6063-T6 - 2 SIW515 1 LOW RISE FRAME SILL 6063-T6 - t 3 SIW506 2/DOOR FRAME JAMB 6063-T6 - Z b J 4 SIW502 1/ LEAF DOOR TOP RAIL./BOTTOM RAIL 6063-T6 - 0 Q 5 SIW536 1/ LEAF DOOR BOTTOM RAIL 6063-T6 - F a 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-T6 - OJ O�V O Y _ 7 SIW507 2/ LEAF SIDELITE SASH STILE 6063-T6 - 0 8 SIW546 1 ADA THRESHOLD 6063-T6 - 0 8A SIW547 1 THRESHOLD COVER 6063-T6 - C 8 N M 9 SIW511 AS READ. JAMB SCREW COVER - 6063-T6 - v d 10 SIW535 AS READ. DOOR ASTRAGAL 6063-T6 - . M g 11 SIW510 AS READ. SCREW COVER 6063-T5 - 0 fL C p 12 SIW512 AS READ. INTERIOR GLASS STOP (LAM. GLASS) 6063-T5 - C 03 w b O N 13 SIW513 AS READ. EXTERIOR GLASS STOP 6063-T6 - Q w O� a 14 SIW504 AS READ. DOOR JAMB/MULL ADAPTER 6063-T6 - Kos s 15 9016E - BULB W'STRIPPING VINYL CENTRAL PLSTICS J z M Q J rt 16 U4513 - Q-LON W'STRIPPING VINYL SCHLEGEL Q W Os 17 5530 AS READ. INTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE BY CENTRAL PLASTICS 17A 5531 AS READ. EXTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE BY CENTRAL PLASTICS m 18 W23201NW0020 AS ROD. FINSEAL PILE W'STRIPPING - ULTRAFAB 20 #8 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4" FROM ENDS & 8" O.C. d 21 #8 X 1/2" AS READ. GLASS STOP SCREWS SELF DRILLING - AT 8" FROM ENDS & 15" O.C. MAX. - J O .� 22 #12 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6" FROM ENDS & 17" O.C. MAX. vi co24 24 SD44HD 4/LEAF BUTT HINGES - STAINLESS STEEL 25 - AS REQD. MULLION REINFORCING STEEL - Z OD Q M 27 #12 X 2" 1/ CORNER FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS Z cn J 28 #12 X 1/2" AS REQD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS o 3r.w rn M 31 SIW 521 - FLUSH BOLT BLOCK 6063-T6 - • F- _ 32 #2 - FLUSH BOLTS - SULLIVAN & ASSOC. • 33 W51 10-STATC6 - SENTINEL MULTIPOINT LOCK - ASHLAND HARDWARE •• i (L• �.^ •• • 34 SIW539 - 2" CHAIR RAIL 6063-T6 - •�; -� �•� ••••:• 35 2/ LITE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A 'N n•W •' • • w (Flrnm �' �••••• •• •• • • • • 4D O O w • • k L W W U a a a aicrira SEALANTS: r LOCK OPTIONS:_ _ _ _ o ALL JOINTS AND FRAME CONNECTIONS SEALED WITH L HINGES _ SMALL JOINT SEALER. To 0 _ OPTION #1: J SENTINEL MULTIPOINT LOCK BY 'ASHLAND' 4" X 4" ST. STEEL BUTT HINGES (DSB4NB OR S44HD) c a m U WITH THROW BOLT AT 35-1/2" FROM BOTTOM AT 13" FROM TOP AND BOTTOM ENDS AND 21-1/2" O.C. MAX. `�11111111T/t/� FLUSH BOLTS CONNECTED TO LOCK HINGE ATTACHED TO DOOR FRAME AND DOOR STILE ♦ � , KEY OPERATED ON EXTERIOR AND THUMB TURN ON USING (4) #12 X 1/2 FH MS ��\ ,�•'`yCEN�F � o 8 INTERIOR AND ENGAGING FRAME AT HEAD AND SILL vRoDUCrREymaD n 5 HINGES PER LEAF as�P�S Wm on RbAk o T OPTION #2: 7 huffing Code = o a 3 POINT LOCK ASSEMBLY (M1805S) BY 'ADAMS RITE'_ hoceptasceldo 1�F-ptt<�•!Z ; ' = o T L WITH 4015 THROW BOLT AT 36" FROM BOTTOM Ezpirstiau Date ' FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON OF �� drawing no. INTERIOR AND ENGAGING FRAME AT HEAD AND SILL roiactc"" ' r� j , , a �� 10?.•��®.�` W 14-02 ��i� ®NAL ,�� sheet 8 of 10 M 0 Q / Q a. JJ M v a /-/ 0 u y h 0 DWS ' 27 / Cr 0.' 8 0 apo Zl 0 0 a WCL WN N N N N DOOR/SIDELITE FRAME MULL ADAPTER FRAME ; J o_ n TOP CORNER TOP CORNERS v LU ro Z p.¢n U- Z Z o �w rn o F-00 I • o a o�•N 27 •• i F, *(,i Aja.•G ••••• `QLO • ••f••Li cq,rn�p � �....� • 27Nllm �. • • = p • f /' •• • 0 �� N •••••• / U ui 0- V I:D z i C ui�NN // ADA THRESHOLD CORNER ' /. *RODi1C f REvwm �� $'.•'VGENgF' i o :Wing Ce& °°=Pwn with the Fud& c' o n MULL ADAPTER FRAME + -D 31 .70592• IZ = ' a BOTTOM CORNER 'o"nkre-�t2 OF f . ��` �r Cid �� drawing no. � . Wl 4-02 DOOR,/SIDELITE FRAME � '�,�' •` "' � �� BOTTOM CORNER ��®®�� sheet 9 of 10 4.V N N ACCESS HOLE 1 re) Z n ` 27 C ch z a a � 000 ` O H� Oz p aoo 27 C ta rr QO W m U. �i. ZN i O Q W 0M1 � FW- i N <G N Tl rn INN DOOR TOP/BOTTOM CORNER J O .. =*Z:to to ACCESS HOLE (n A, v z 0 Z_cn � o §.:ELI L� Uzv I • o $ ¢ 4 N I 0, , , �•wr��1•.� 0000.• ST. STEEL 0000. W �W 0000.• s WASHER /j 0•••• v� �s.ss0 0000 s • CHAIR RAIL CORNER I , 90;0'0 2" X 1.2" X .15" y 0090• , 00000 ALUM PLATEW m 0---:6 • 0000. m ' , m •ass.• • � C • • O • , 3/8 THREADED ROD A •'• ' • "' "•••• AT DOOR LEAF ONLY x%1�\ 27 c W ' v \ (D Z a L I I I � y •o- �_ r N M N N L0 no o C ACCESS HOLE as�flp Wu with*t790A �� p ��,��/00//, / bowing Cade �� • CENT' `� v 3/8" Aeee No NUT _rQ it Of €s Bite 0512 = \ v L v OF :�� drawing no. �oP.• S�®.��•0000.. W 14-02�. DOOR BOTTOM CORNER /��i�� sheet 1 0 of 10 r MecaWind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises_com Date 5/10/2018 Project No. : R0467 Company Name COCONUTGROVE GLASS & MIRROR Designed By EDWARD LANDERS Address 3660 N.W. 41 STREET Description IMPACT DOOR City MIAMI Customer Name: JOHN LONGMAN State : FL. Proj Location : 333 N.E. 92 ST., MIAMI SHORES, File Location: C:\Users\dirops\AppData\Roaming\Mecaviind\Default.wnd i Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft 4 At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 1.846154 12 Slope of Roof(Theta) = 8.75 Deg 4 •h: Mean Roof Ht = 21.00 ft Type of Roof = HIPPED RHt: Ridge Ht = 23.00 ft Eht: .Eave Height = 19.00 ft OH: Roof Overhang at Eave= 1.00 ft Overhead Type = OH w/ soffit •••• Bldg Length Along Ridge = 81.00 ft Bldg Width Across Ridge= •50.00 ft •••••• •••••• Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = •6.Z?•Deg • Gust Factor Calculations •••••• •• • •••••• • Gust Factor Category I Rigid Structures - Simplified Method •••••• • • • Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 •••••• Gust Factor Category II Rigid Structures - Complete Analysis •••• • •• ••�••• Zm: 0.6*Ht = 15.00 aft•••• •••• ••••• lzm: Cc*(33/Zm)^0.167 = 0.230 • • •• •• •••• •••••• Lzm: 1*(Zm/33)^Epsilon = 427.06 ft • Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 �••:•: • •• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 • 01, • • •••••• Gust Factor Summary • • • •••••• Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 •• • •••••• • • 4 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) .-`✓ Roof not ; , •. �� , ; ShONNll ' 4 ki fit A. LAIVO � •'• Fop 4 t1 alisr Rip Roof 7 8 �to••`,�(:ENSF''-. s _ No 38398 4 ';11 pressur=s shown are based upon ASD Design, with a Load Factor of � !_ Width of Pressure Coefficient Zone "a" _ = 5.00 ftp•• STATE Description Width Span Area Zone Max Min Max P Min P ��054, ---------------------ft-----ft----ftA2-------GCp GCp -psf-----psf- 7J } MARK 'Dl' 3.81 9.50 36.2 4 0.81 -1.00 36.11 -43.04 It {12 • i 4 1 MARK. 'Dl' 3.81 9.50 36.2 5 0.81 -1.20 36.11 -50.37 f Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.91 Qhcc:.00256*V^2*Khcc*Kht*Kd = 36.43 psf i • •••••• •••• ••••• •J••}• • 1 f AAo,&`,,I No 38398 STATE V 46 1 /4" ROUGH OPENING N 1 /4" 45 3/4° 1 /4" DOOR FRAME W. ((� W 1 U1 � NX �. QI- LLQ I • w \ • • • > �• . o ate ...... .. LJ qo 129 Z �. .. Z = O Q1. W W 3 4 '••' : �••• U M F-' lm a0 •• r L7 LL 0 O O O O m r1 r1 ro 2 N 03 Z N O D1 ELEV. 7 - REQw U/RED 0 w ili,i11N1 z � Z 0 � Zo 2 SIW IMPACT WINDOWS, LLC. SERIES 11500-10 398 0 - W _ ALUMINUM IMPACT DOOR IN -WHITE FINISH WITH CLEAR 7/16" LAMINATED IMPACT GLASS STATE OF DRAWN BY: WITH WHITE INTERLAYER & LEVER HARDWARE g �'•,�� F EDV QD A. WN N.O.A. 18-0 1 1 6.'1 2 0CORiD ,�A 1E3gs, P.E. �f SSS tTNG ENGINEERS DATE: SUITE509 TREET MIAMI LAKES FL 33016 P.E.#039396 SHEET NUM9ER TEL: (305) 823-3938 CG-2 FAX: (305) 823-9355 0 F 4 11 4 5/8 0 CAULKING AND 2 1 /2 '- BACKER ROD [Y N (TYP.) EDGE O DIST. 1 /4 TAPCON SCRES WITH 1 3/411 EMBED. INTO CONC. AT 3 3/411 & 6 3/411 FROM CORNERS AND BALANCE AT 13 O.C. •° ? a• •• (ANCHORING AS PER N.O.A.) � � � ° a'• a, ° a (n W a Q I— � Q y - SHIMMING (TYP.) - - - JN r LL L7 m . }+'O r1 o . . . d Lrl 40 0.W.• in •. .. ..•. Z.....40 7/1611 LAMINATED IMPACT ;••;•; Op = m GLASS (TYP.) OtR -i l,1 Z — W Z W IL W SIW IMPACT WINDOWS, LLC. SERIES "51113-1 0" 1.1ALUMINUM IMPACT DOOR IN WHITE FINISH lJLL WITH CLEAR 7/16" LAMINATED IMPACT GLASS WITH WHITE INTERLAYER & LEVER HARDWARE N.O.A. 1 B-01 16.12 �❑/ ❑ m LL ❑ r] P7 Ol N In O Z N O W [7 C7 W M L Z Z �� Lni O N,• RAW Z =` O Q w 9z N 8398 • ° .°: F ° °• — _ _ . — _ DRAWN BY: a a _ STATE OF E�[�,yvARD A. •4'A' 1 /411 TAPCON SCRES WITH 1 3/411 EMBED. fRs, P.E. ° INTO CONC. AT 3 3/411 & 6 3/411 FROM �0 '•,,F�Q �Qp DATE: CORNERS AND BALANCE AT 1 3 O.C. c` ••,,,•,•.• °OZilQ�'``l�'1NG ENGINEERS II '`!.l�VV •`v�`+�N_u TE 5139 STREET 4-12-18 SECT/ON VIEW (ANCHORING AS PER N.O.A.) �fi��i�NA;� �� MP E.#038398016 ==ETEL: (305) 823-3938FAX: (305) 823-9355 o r 1 /4 TAPCONS WITH 1 1 /4 EMBED. N INTO CONC. AT 611 FROM CORNERS Q AND BALANCE AT 12 11 O.C. ' (ANCHORING AS PER N.O.A.) CO In SHIMMING (TYP.) O (n W W ul_ 7/-16 LAMINATED IMPACT Q � q Q GLASS (TYP.) JED 4009 19 • . • eve . N 3 40009 0 0 *00:00 so0000.0 , X01 0000 .. .� a 0 . • (') 00 00000. •••• 3,i1 '. V o .. •0000• • Q 0__ � r • • 0000gill 0! Q•J 0 'd.v s 0„ 0 0 • l'J r V \ Q D °' D. W ° N E9 v v • D' D W V. D, CAULKING AND BACKER ROD (TYP.) m 1 /4 DOOR FRAME WIDTH - 1 /4 m m NJ 0) U1 L Z N - ❑ ROUGH OPENING W Z 0 0 �,,ciiitlllt fl 11 Z Z ❑ �.. Vill� GA L j M M 0 3 vi SECT/ON VIEW = o W No 839E = a S A, -E OF DRAWN BY: SIW IMPACT WINDOWS, LLC. SERIES °500-10° ;1 �E&.SNARD A. ALUMINUM IMPACT DOOR IN WHITE FINISH �••'• t�4�bERS, P.E. WITH CLEAR 7/16" LAMINATED IMPACT GLASS moo, 0 '•.F .ORION -' rT LTINWITH WHITE INTERLAYER & LEVER HARDWARE �j� L.ii� 0..0.0 `! N050 N.W. 1 ENGINEERS DA4E12-18 +°�. Vv r,� •�`' �5❑ N.W. 1 46 STREET N.O.A. 1 S-❑1 1 6.1 2 �! 'V111 A1- �� SUITE 509 �1if110ifi1�t�H� MIAMI LAKES FL 33016 P.E.0038399 SHEET NUMBER TEL: (305)823-3938 r — — — — —FAX: (305)_823-9355 ❑F 4