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WS-17-337 Permit No. WS-2-17-337 `"?M �� Miami Shores Village Permit Type:WindowslSh:Utters 4Per 10050 N.E.2nd Avenue NE ;' ork Classification:Window/Door Replacem J Miami Shores,FL 33138-0000 Permit Status:APPROVED fN'"3 Phone: (305)795-2204 LORIDp` Issue Date:3/7/2017Expiration: 09/03/2017 Project Address Parcel Number Applicant 1095 NE 95 Street 1132060143630 Miami Shores, FL Block: Lot: JOEL PEREZ PEREZ Owner Information Address Phone Cell JOEL PEREZ PEREZ 1095 NE 95 Street MIAMI SHORES FL 33138- 1095 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 50.00 EPOCA CORP (305)778-5103 Total Sq Feet: 0 Type of Work:CHANGING NOAS Available Inspections: No of Openings: 1 Inspection Type: Additional Info:CHANGING NOAS Review Building Classification:Residential Review Building Scanning: 1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoke# REV-2-17-62890 $2.00 03/07/2017 Credit Card $ 118.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Reinspection Fee $0.00 Scanning Fee $0.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $118.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and in Futhermore I authorize the above-named contractor to do the work stated. March 07, 2017 ut57riz Signature: wner / Applicant / Contractor / Agent ate Buildin Depa me Copy March 07,2017 1 Miami Shores Village Building Department r 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 EB 9 2017 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 BY• _--- FB.0 20 ((-/ BUILDING Master Permit No. - I ^. 5-T PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP qq�� [�, ` CONTRACTOR DRAWINGS C/ JOB ADDRESS: � �S k- 5 vvl `� ] - City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): j ��` P��� Phone#: , Ts-1 13 q Address: 6 o I A 1 C 4 ' City: .(iA- State: 1/ Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: v (/ Phone#: '9� -+I a.' Address: _ _176� kaL.5 S� City:—0, M, State: FL_ Zip: Qualifier Name: �o.,; �s �.� Phone#: _ -4 1 coo State Certification or Registration#: e-C_ t-5l d`1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ n_ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ . Permit Fee$ 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 occurs seven (7) days after the building permit is issued. In the abse of such posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signatu Signature OW ER or AGENT ONTRACTOR The foregoing instrument was acknowledge before me this The foregoing instrumentwasacknowledged before me this l dayof `tl'P-� 120 by f7day o/f��b 20 « by cr 'Z? who is personally known to _ V ►�` DYE/��' 4whpo is personally known to ZC3me or who has produced �(O 2.0 Z�- � me or who has produced C ��03�-( "I���gU��a�s`S identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: e—,", Sig`f Si K.GONZALEZ Print: MAt1ARAl Print: Seal: + "1 MOCP6tES:November 2 2020 tars Seal: ; "�Y`` MAw4RAI K Go ' Notary Public Underwrf NZALEZ Bonded -r MY COMMISSION#GG 044602 ^�^'" Poi EXPIRES:November 2,2020 ''•.� �;'• Bonded Thru Notary PubU.U nde,.ters ******************************** *** ************************************ *********** APPROVED BY (11Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RECEIVED MAR 0 7 1017 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT h „ ii July 01, 2015 Product Approval Administrator 73 Building Codes&Standards Section 1 �A Department of Business&Professional Regulations 1940 North Monroe Street,Suite 90 Tallahassee, FL 32399-2100 `1 . . .... ...... Ref: T.M.Windows LLC. Series 230 Aluminum Outswing Door W/Sidelites(I-Ml) •••••' •• •' •••••• Series 230 Aluminum Outswing Door W/Sidelites(NI) •0.00• .... .... . . Series 249 Aluminum Outswing Door W/Sidelites(LMI) .... 000000 ..... Certificate of Independence0 ..:.*: ... . ..... .. .. .. ...... Dear Sirs, . 0 : 0 000000 As the design engineer retained by T.M. Windows, LLC. on the product ref&eneed above, I do :0000: •• • •1• • hereby declare that I do not have and will not have any financial interest in any compahy manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, 8U/LD1NG REV1E APPROVED ArE 7 Javad Ahmad, P.E. Chief Engineer 1235 SW 871''Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afcens.com alfarooa@afcengcom S n x AL-FAROOQ CORPORATION n CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20-3• METHOD 1 OPTION D FL 17860 Date:7/01/2015 Detailed Product Description: Manufacturer.T.M.WINDOWS,LLC. Manufacturer Address:601 N.W.12TH AVENUE—POMPANO BEACH,FL 33069 Model Name:SERIES 230 ALUMINUM OUTSWING DOOR W/SIDELITES Maximum Frame Width:37 7/16"(X)/715/8"000 Maximum Frame Height:96 3/r 6666 Maximum Load:+80 PSF,-90 PSF(Large Missile Impact) •••• •••••• Installation Drawings#W15-32 •• •• This product complies with the High Velocity Hurricane Zone(HVHZ)testing requirements. 6 6666: 666. 6666 6666 6666 6666 Comparative analysis used _Yes X No • Mandatory Tests(Tested In accordance with AAMA 101/I.S.2/NAFS-021TAS-202) •• ••••• TEST DESCRIPTION TEST LOCATION TEST REPORT TEST REPORT# •• •Tgst• ••• • DATE • • Sealed by •••• ASTM E283 Air Infiltration Fenestration 02/07/2008 FTL-5458 Carlos ioAda,P.E. • Leakage Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzares,P.E. ASTM E331 Water Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. OR ASTM 547 Penetration Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. &TAS 202 ASTM E330 Uniform Static Air Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. &TAS 202 Press. Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. AAMA 1304 Forced Entry Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. Testing Laboratory 06/26/2000 FTL-2648 Aldo Gonzales,P.E. 1235 SW 8r Avenue I Miami,FL 33174 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com alfaroop@afceng.com Supplemental Tests(Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Fenestration 02/07/2008 FTL-5458 Carlos Rionda,P.E. (TAS 201&203) Impact&Cyclic Testing Laboratory 01/29/2002 FTL-3355 Luis Figueredo,P.E. 06/26/2000 FTL-2648 Aldo Gonzales,P.E. Under the limitations of the attached installation drawings,to the best of my knowledge and ability,the above window/door product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: lavad Ahmad PE#70592 AI-Farooq Corporation EB#3538 . . •000 . •9•• SC\Y:\users\veronica\StatewidePA Evaluations\TMWindow\2014 FBC\Swing Door\230\230 Outswing Door(LMI)-PA4 J"4,djc ••••• •••0:0 • 906.09 • • • •0060• •9•• •690 • • 9999 9999 •6.6• 6.9.6• ••• • •••0• •• •• •• 6••00• • 9•••0• • • • • • •9.96• 1235 SW Br Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooq@afceng.com Florida Building Code Online 3/6/17,6:45 PM i 10 �. .. . , . BCIS Home I Log In ` User Registration i Hot Topics Submit Surcharge Stats&Fads ! Pubikations i FBC Staff i BCIS Site Map I Links i Search F rich d 'P Product Approval I 00 r USER:Public User Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 17860 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ 000000 ALL Impact Resistant ALL Design Pressure .0. •••• •AL'L• • Other ALL 9• • • • • 096.00 •• •• 0000•• Search Results-Applications •••••• 9 • • E6 iy�g Manufacturer llalida'ted Bv_• �. S'�atus FL17860 New T M Windows LLC WySlPpnzalez fZ. , Awkvr-a Category: Exterior Doors V941 P27-1769 • • Subcategory: Swinging Exterior Door Assemblies 0�: *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.9 • • • • • • 000900 9.9.99 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 • • The State of Florida is an AA/EEO employer.Cogyripht 2007-2013 State of Florida.::Privacy Statement::AccessibilRv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick hff€. Product Approval Accepts: W ® eF--c Credit Card Safe https://www.floridabuilding.org/pr/pr app_Ist.aspx Page 1 of 1 ti Florida Building Code Online mo% �— IrAll t 1 SCIS Home I Log In user Registration I Hot Topics I Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links I Search FI upr ida r i `C'; Product Approval USER:Public user Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL17860 Application Type New Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 1543 North Powerline Rd Pompano Beach, FL 33021 (954) 781-4430 •••• • • ocordova@tmwindow.com • . .••• I •••••• Authorized Signature Javad Ahmad •••••• •• •• •••••• alfarooq@afceng.com •••:•• • • • •••• •••• • • Technical Representative •••• •••• •• ••• Address/Phone/Email ••••'• "' ' •'•" •• •• •• •••••• • Quality Assurance Representative • • • • • • • • •••••• Address/Phone/Email •••••• Category Exterior Doors ••; Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Jesus Gonzalez, P.E. �* Validation Checklist-Hardcopy Received Certificate of Independence FL17860 RO COI SS -Outswina Door- CI 2014.odf Referenced Standard and Year(of Standard) Standalid Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code https]/RoridabLilding.orglor/pr app dU.aspx?param=wGEVXQwtDgt2ZOX6B2YlUr3arp66eS7gynCFIZuawpVPtl6CXKtcoA%3d*/odd 112 3J2/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/05/2015 Date Pending FBC Approval 07/21/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 17860.1 Series 230 Aluminum Outswing Large missile impact resistant aluminum outswing door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS - 230 Aluminum Outswing Door(LMI) Approved for use outside HVHZ:Yes W 15-32.Ddf Impact Resistant:Yes Verified By: ]avad Ahmad PE# 70592 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other.See drawing 15-32 for span vs load combinations and Evaluation Reports installation details. FL17860 RO AE SS- 230 Outswino Door(LMI)-PAE 2014.Ddf Created by Independent Third Party: Yes 17860.2 Series 230 Aluminum Outswing Non impact resistant aluminum outswing door. Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17860 RO II SS - 230 Aluminum Outis*R g'Door(NI)W15- Approved for use outside HVHZ:Yes 33.Ddf • • 0000 ••••• Impact Resistant:No Verified By: lavad Ahmdl:�PA 20592 ' Design Pressure: +60/-69.7 Created by Independent Third Party: Yes • • Other.See drawing 15-33 for span vs load combinations and Evaluation Reports 00';00 0 " '•"' installation details. FL17860 RO AE SS - 23e4MtMna Door (M) PAE 20 Ddf• Created by Independent Tbivd Party: Yes .... • 17860.3 Series 249 Aluminum Outswing Large missile impact resi&Wli a6iminuna 4pvtswing door.•:•• Door • • • • •• •• •• ••••• Limits of Use Installation Instructions••••• • • Approved for use in HVHZ:Yes FL17860 RO II SS - 249':AIuAirlim Outswing.Door(LI�Il••; Approved for use outside HVHZ:Yes W 15-30.Ddf •••••• Impact Resistant:Yes Verified By: ]avad Ahmad PEW 30592 • :•••• Design Pressure: +100/-141 Created by Independent T(i?d PArty: Yom" Other.See drawing 15-30 for span vs load combinations and Evaluation Reports •• installation details. FL17860 RO AE 249 French Door(LMI) - PAE 2014.Ddf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do riot wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: W® -C_Mck Credit Card Safe httpsltfloridabtiiding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgt2ZOX6B2YlUr3arp66sS7gyrCFlZuavpVPtl6CXKtCoA%3d%3d 2/2 . . ... . . . ... . . . . . . . . . . . . ... . . . . ... (8)ANCHORS AT)MTG.HORS 3: STILE ENDS AT MTG. STILE ENDS (6) ANCHORS AT MULLION ENDS N AT 3"O.C. • ••• • ••• ••• AT 3" D.C. i n HEAD/SILL 71 5/8" • • •• • • • •• •HFSILL • 149 3/8" HEAD SILL uT FRAME WIDTH • • • • • • • • FRAME WIDTH Z ; SURFACE APPLIED 13" MAX. 5" MAX. • •SURFACE AOPLIED• ••• • 7" 3" 13"MAX. 5'MAX. FALSE MUNTINS FALSE MUNTINS �'j MAY BE USED /{ ---- HEAD COHEADRNERS SILL MAY BE USED E TMP' A HEAD/SILL I CORNERS IaIt 2 IR g I' IY0 p IO Q y U ii / i \ • • • • •• • • • • • it • ii / I \ i � v g�g � / \ •• • •• •,� LOCK\ OPTION�1 LL ZIIn TS df LOCK ��' W a f'f. u✓. 1 '�. '�� OPTION�2/ m x o f/ I✓/ �/ // _ 19 a o ii m o ii ii 23 10 `" IN—A�9,T\E i ACTIVE 'O ii IN ATIVE ACTIVE 1O 3 11 ti\ / U J U. Ll L)Q R 1 O c'W Ll -- - p m m �I 3 z 26 5/8" 26 5/8" m� 33 3/8" \ 25 1/2" \ 25 1/2" 33 3/8" m�^ 1 Z D.L. OPG. D.L. OPG. N z D.L. OPG. D.L. OPG. D.L.On. D.L. OPG. H Wi o O 341/2" \ 341/2" 'cIYOi HcD EL PANEL WIDTH 34 1/2" a 1 1/4' PANEL WIDTH 34 1/2' PANEL WIDTH PANEL WIDTH 1 1/4" 375/8. 71 5/8" 37 5/8" SIDEUTE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH ( XX ) ( OXXO ) `c TYPICAL ELEVATION THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. `u SHUTTERS ARE NOT REQUIRED. v THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GL�IMPACT SERIES-230 HURRICANE ZONE (HVHZ). LARGE MISSIL ALUMINUM OUT—SWING DOOR W/ SIDELITES WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o o• APPROVAL APPLIES TO SINGLE X AND DOUBLE XX LEAF DOORS LOADS TO THE STRUCTURE. m' ( ) ( ) A-THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER FL #17860 ° WITH OR WITHOUT SIDELITES. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC c SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. HB-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND \�1E1�(111111 NOT P R�ITGOF ACONDITIONS NOT SHOWN IN THESE DETAILS ARESTALLATION OFPRODUCT EVALUATION HSAPPRO ALIN HE/SHE HDOESRNOTCDEVIATEDFROMTTHE CONDITIONS DETAILED r" ....., DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION oN THIS DOCUMENT. �P.L1GEN,y�e••, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. O-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF $ ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. ALTERED BY ANY MEANS. NO.706M �' D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED {j :h X R MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) S i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER v REQUIREMENTS OF THE FLORIDA BUILDING CODE. USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED g -_OF drowin no. ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 9 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. �is•'.AT.OR10�'. W�5-32 LABEL NG TTONCE WITH COMPLY WITH TION S SECTION 1710 8 2 FLORIDA BUILDING CODE. E'TTHHEE P.E.D. wLL BEAR THE DATE ENNGINEER OF RECORD THAT PREPARED R.SEAL AND SIGNATURE OF 77AA�/SNA`(Ol1'r�� J sheet � of 7 •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• (('� 3/16"HEAT STREWO GLASS {�,V • • • • • • •• • 090" Interlayer • • • • • • • • • • Saflex Clear And Color Glass 3/16" HEAT STREWO GLASS N to 5 • • • • • • • • By 'Eastman Chemical Co.' Z ; 000 • • • • • • • 090"Interlayer 0 • • • • ••• • 3/16" HEAT STREWD GLASS Saflex Clear And Color Glass F W By 'Eastman Chemical Co.' f I SILICONE 0. -0 TREMCO TREMGLAZE 500 3/16"HEAT STREWD GLASS v� • • •• ••• •• GE RGS7700 Lru .00 • 1 .6. • • • • SILICONE Q • ••• • • • • •• • pp TREMCO TREMGLAZERGS 500 • • • • • •• • • F �' GE RCS7700 Ifi �i a • • • • • • • • • i m Cf of w of 37 7/16- 7676 1/I I 115 3/16"MAX. � 115"MAX. w j 0.460 "OVERALL LAM. GLASS 0.460' OVERALL LAM. GLASS GLAZING DETAIL GLAZING DETAIL (DOOR LEAF) (SIDEUITE) to O� pp I 3 C) m N=U (x) (Xo) (oxo) (Xox) o�!m (ox) Z 3 Z0 71 5/8" MAX. 110 1/2" MAX. 149 3/8" MAX. 37 5/8" 'Qej 3 Z - - -� �2 n / C \ u (XX) (Xxo) (OXXO) (0) (oxx) APPROVED CONFIGURATIONS NOTE: 4 0 EGRESS REQUIREMENTS TO BE REVIEWED BY AHJ. u MAXIMUM DESIGN LOAD RATING + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF " `111111 11/// ........... FOR INSTALLATIONS WHERE WATER INFILTRATION � $ RESISTANCE IS REQUIRED •• No.TOW LIMIT EXTERIOR(+) LOADS AS FOLLOWS - NOTE: _ 8 1-5/8" THRESHOLD = +53.3 PSF GLASS CAPACITIES ON THIS SHEET ARE . 2-5/8" THRESHOLD = +80.0 PSF 3-1/2" THRESHOLD = +80.0 PSF BASED ON ASTM E1300-09 (3 SEC. GUSTS) � ••., e' -_OF Browing no. AND FLORIDA BUILDING COMMISSION !� 2O!• ��:� DECLARATORY STATEMENT DCA05-DEC-219 FL #17860 ��e"!rS70NAL% W1( z o37 . • •.. . . . .•• .. .. . . . .• .. . • • . • . • . . . . . . .•• • . • • •.• Y WR r' T TYPICAL ANCHORS WO l� w a SEE ELEVATIONS �, •• WOOD ByCK • 4DIST, • • 1� a FOR SPACING a` EDGE.DIST: • �. • METALF.B.C.APPROVEDIST;" "• o EDGE STRUCTURE MULLION h MULLION ANCHORSDIST. SEE SEPARATE APPROVAL•�o EDGE C DST. �.W 7d ' I Qf 6a 16 U O I 1 �Na= ••• ••••• W•ai• i• • •• �u_ �_Nn V Od7 Wrt�riJJ f U • •• •• i� :0 00 i 7 r A UT�j 1 1 26 i • 16 - HO'• • "IC**NCHORS TYPICAL ANCHORS TYPICAL ANCHORSCNCTgS LEVATI NSSEE SEE ELEVATIONS /SEE ELEVATIONS G 6 ' FOR SPACING FOR SPACING FOR SPACING FOR SPACING O h O 1/2" MIN. g FLUSH BOLT WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS TYPICAL ANCHORS: SEE ELEV. FOR SPACING Z V1 gg PENETRATION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, FY-155 KSI) �S AND TRANSFER THEM TO THE BUILDING STRUI CTURE. Q I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OPTIONAL d 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) v m THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) .9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY ; o m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) (U p 1/4" DA, T KS OR SELF DRILUNG SCREWS (GRADE 5 CRS) ¢_ a In INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") 3 r x C'1 0 N I W F INTO METAL STRUCTURES a Z m m k n STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) � � W !! ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 3 z< u~i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E n TYPICAL EDGE DISTANCE F- O o I INTO CONCRETE AND MASONRY = 2-1/2" MIN. ! INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. nn '!!� WOOD AT HEAD OR JAMBS SG . 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f•c - 3000 PSI MIN. c ry!I C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. 0 nu c d, 37REOD. FOR 16 3 ROWS H PTIONA 30 DESIGN LOADS d d �!!I REDD. FOR 6 r ry y ti ABOVE +53.3 PSF ! !!!, 29 DESIGN LOADS ABOVE +80.0 PSF 1/2"MIN. i f /8 SMS n P I'!�"`o /8 SMS v FLUSH BOLTAT 12"O.C. B �, AT 12"O.C. .2 o PENETRATION DOOR DETAILS L O O 7 I °° eO xg BO 111uu N I \ N I 1 N 1 7 1 I \\\\ ...... 44 ALT. ALT. I I ,� � _ ; �:••VC�Bp•••. it L 3/8"X 3/8" I I ?A '^ No.706Y2 p s �• �' 3/8"X 3/8" WEEPS L WEEPS ! • ;.. :... .. ° 1/2" FROM _ 2-1/4"FROM ° ° • ° SILL ENDS SILL ENDS ° ° T", , 9 OF : drawin no. EDGE DIST. TYPICAL ANCHORS ° ° CAL'ANCHORS ° 9 a rn SEE ELEVATIONS ° ° •TYPICAL ANCHORS AIpp10►;.r' SEE ELEVATIONS \ L_ EDGE DIST. FOR SPACING ° SEE ELEVATIONS '� ••"•. \\ W15-32 FOR SPACING EDGE DIST. 4 FOR SPACING FL #17860 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 1/4' MAX. 1/4'MAX. SHIM • ••• • 000 SHIM• • METAL eN� STRUCTURE TYPICAL ANCHORS • • • • • • • • • • SEE ELEV. Z 3 FOR$PACING ACTWE�•-A� • • • TYPICAL ANCHORS 0 • • • • ••• SEE ELEV. FOR SPACING a � � ggI O Po p W n U •• • • • • • • • • • W EXTERIOR •• • • • 004 • Q D.L.O. O n O LEAF WIDTH O: 00 O 1BY a � WOOD BUCK FRAME WIDTH fi(Ayy l d W ei F J a0 FLUSH BOLT FLUSH SOLT AT INACTIVE LEAF AT ACTIVE LEAF w 1/4"MAX. rn n Lp ` SHIM 3 M 1/4" MAX. ` 4F J SHIM` © 31 O OR L)WOOD UCK 4 U ODD S UCTURE �6 TYPICAL ANCHORS NOT REDD. 0-03 m SEE ELEV. 16 IN-ACTIVE LEAF Ji FOR 6/0 DOORS ACTIVE LEAF Z; r FOR SPACING WHEREE Pd 60 PSF ZZ a OR LESS Mill At ' 21 37 OPTIONAL 4 i6 s LEAF wlorH EXTERIOR LEAF WIDTH TYPICAL ANCHORS 0 VSEE ELEV. HINGE ASSEMBLY FOR SPACING c LOCK OPTION #1 a N d DOOR FRAME WIDTH u c v No � g IN—ACTIVE LEAF ACTIVE LEAF No.MW 9 _OF drawing no. 31 SEE NOTE ABOVEFCORID�•.•'d`� LOCK OPTION Y2 FL #17860 k1a...., '' `S��NALE� .` W15-32 heet 4 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICAL ANCHORS SEE ELEVATIONS • ••• • ••• • ••• �� n FOR SPACING • • • • • • •• • EDGE DIST. • • • • • • • • • • • • • • • •00 • • • O I• J � � o U 35 1 25 0°�W C II TYPICAL ANCHORS 1AT 4-1/2"FROM ENDS (�Z = 1 1/4" MAX. AND 16"O.C. MAX. SHIM' 3 %25 34 O Q Yl•i f 16 1 _ 1 m b M 21 37 ' JLj4. 5 OPTIONAL a V _ O L LEAF WIDTH �QQ w n ONW 1 Z"O a^^o li F+ HINGE ASSEMBLY 3 za W SIDELITE WIDTH DOOR FRAME WIDTH Fwd � OVERALL FRAME WIDTH 0 4 TYPICAL ANCHORS P SEE ELEV, FOR SPACING t y c 111 0 111 V 11 y pll 35 II 25 Li c • 0 O c ft.701M EDGE DIST. 1^ I TYPICAL ANCHOR /lR. � � � drawing no. SEE ELEVATIONS W15-32 FOR SPACING SIDELITE DETAILS FL #17860 //'�S�ONALE �� sheet 5 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 3.000 ITEM/ PART p QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3 .062 _ •212 • ••• 1 TM- 1 FRAME HEAD 6063-T6 - 7� L�• • • • 2 • GW 2861! 1 FRAME SILL 6063-T6 - N • • • • 2A GW 9 1 ALT. FRAME SILL 6063-T6 - W 1.500 • • 0.310• • • Z � 3 2.120 1.773 •125 ;711A 01572 • • • 28 TM 194 1 ALT. FRAME SILL 6063-T6 - Q CE; HIN('h 0.572 3 572 2 SIOEUTE FRAME 6063-T6 - f L II 7A TM175 2 DOOR JAMB 6063-T6 - d 44 F�1.848 4 GW 36048 1 PANEL LOCK STILE 6063-T5 - U 2.1'5• 125 •• we• 11M F2 1 ALT. PANEL LOCK STILE 6063-T6 FRAME HEAD • • • • • • 76935 1 PANEL HINGE STILE 6063-T5 - O TM-078 0.248 • • • • ••• 45 TM-481 2 PANEL TOP/BOTTOM RAIL 6063-T5 - rj h I�-2.12g 0.572 • • • • • • • 828 4 WEATHERSTRIP ADAPTER 6063-TS END OF DOOR STILES(TOP/BOTTOM) M GW 7/889-A• • • • J_• d 2.125 OUTER HINGE 8 GW 37889A 2/HINGE ASSY. TM OUTER BUTT HINGE 6063-T6 DOOR PANEL/FRAME HINGE SIDE 9 GW 33888 1/HINGE ASSY. TM CENTER BUTT HINGE 6063-T6 DOOR PANEL/FRAME HINGE SIDE C°yy3 C 1.012 HINGE PIN 10 GW 32222 2 DOOR LOCK INSERT 6063-T5 LOCK STILE 1.012 G 11 2/LEAF 3/4 x 1 1/4 x 3/4 x 1/8"THK.CAP ALUMINUM 3"LONG LL Z t/1 3.000 3 �( 16 4037 AS REORD. "ULTRAFAB"CENTERFIN WOOLPILE WOOL LOCK STILES,JAMBS,HEAD,SILL J OO lV 062 1.843 I 18 - 1/HINGE 7/32"0 HINGE PIN STEEL AT EACH HINGE ASSEMBLYL _] Q W d L2 3 3.681 21 - 2/LEAF 1/2"0 THREADED ROD, WASHER•NUT STEEL TOP/BOTTOM END RAILS 22 SERIES 400 1 KWIKSET KNOBLOCK - ACTIVE LEAF --1.500 23 SERIES 600 1 KWIKSET DEADSOLT - ACTIVE LEAF I ^° 1.500 p10 X 5/8" F.H. SMS HINGE CAP 24 - 2/HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLYi O SIDELITE FRAME ® DOOR JAMB pH. x 5/8" 25 - 36 DUST PLUG(OPTIONAL) PLASTIC DOOR JAMB INSTALL SCREW HOLES GW 36572 TM175 F.H. SMS .. 26 - AS RE00. p10 x 1 P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CUPS I� O 1.574 0 27 - 2/HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 99939� M ?; .750 II o0 29 1 SILL ADAPTER (1"X 1"X 1/16"TUBE) ALUM -i -�- 30 1 SILL ADAPTER (1/2"X 1"x 1/16"TUBE) ALUM 375 .625 o II 3' 31 TM-075 1 LOCK STILE REINFORCEMENT 6063-T5 FULL LENGTH O DOOR LOCK STILES Q 3,501 o II 7.689 I 9 34 TM-05M 2 MULLION 6063-T5 BETWEEN DOOR/SIDE LITE JAMBS =U F __7WEATHER-STRIP ADAPTER 3.000 o I I 35 CW 31956 4 GLASS STOP 6063-T5 SIDE UTE GLAZING PERIMETER 0 N m O GW-31826 062 ° 37 GW 36737 OPTIONAL O.G. DECORATIVE MOULDING 6063-T5 DOOR PANEL PERIMETER Z ^m I I ° 2.000 37A TM-155A OPTIONAL O.G. DECORATIVE MOULDING 6063-T6 DOOR PANEL PERIMETER 3 3 Z o a Q .675 `j Z a �; .385L_ .415 1,750 2.126 L 10 a -T D O DOOR TOP & BOTTOM RAIL .280 6 TM 081 HINGE ASSEMBLY 4.753 4.753 �3.375� DECORATIVE MOULDING 3.000 625 .625 37 GW-36737 r .062 .625 .062 .075 �TII 500 1.000�` '187 I o 1.7g✓� .750 �- '� I 2M40 750 1,750 2L 1.750 3.000 .125 3.500 H 1.000 1.000 2 ; I I� y 2 .0622--I .0622-i� 4.000 4.000 4.000 .332 3.186 DECORATIVE 29 30 c v DECORATIVE?MOULDING O D00 CWH1369 STILE SILL ADAPTERS O DOOR LEAF STILE 4A ALT. DOOR1t7EAF STILE 34 MULLIONMO GW 36048 c -y1.157 .500 f- 3.790 \\\-\\n111 11 1.157 7j 1.213 1 I� .780 -»{1.053 250 ��`\w�T^'�• 71 •1 I� .640 .062 �' Y:'VCEN@�:'•. i �i m F _T g 1.595 640 2.500 640 2.595 No.70M ,60r_ .062- L554 1.054 _ _ f L pp4RR � F-.429 .62�_ .6E5 .625 * = S 8 b 5 045 .062 T-- " Tr - � �--1.840-.12 8 OF drawing no. 3.000 3.000 3.000 .125 'moi ' A10R10►'.•' GLASS STOP STD FRAME SILL ALT. FRAME SILL ALT. FRAME SILL LOCK STILE REINFORCEMENT �i�1Ss�O•AL' `��� W15-32 t6of7 35 GW-31956 O GW-28615 ® GW-37319 2B TM-184 31 TM-075 FL #17860 7111 NA \\ sh0et 6 Of] . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... V ; . .. • • • • • • • • Z m 3 N 1 � p •• isi • • • i• y C • a 21 V4aQp ab�f d FRAME TOP CORNER SIDELITE CORNER I n rn 3 M I� M U SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED C v WITH WHITE COLORED SEALANT. 0 SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. O�m m n HINGES: � 9-0 7-5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH END i Z g AND ONE AT MIDSPAN OF LEAF. DOOR LEAF CORNEE LOCKS: p� OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2" OR 48" FROM BOTTOM 48 CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON c EXTERIOR AND THUMB TURN ON INTERIOR 0 AT EACH ACTIVE LEAF LOCK STILE, 36" OR 39-1/2" FROM BOTTOM `u MANUALLY OPERATED CONCEALED FLUSH BOLTS /. y AT TOP & BOTTOM OF EACH LEAF LOCK STILE i (4))��ArT��DOgU�BLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION If /� c • MULTI-POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED 'n ° AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILES o FASTENED WITH (2) #12-28 X 2-1/4" OH MS c METALLIC STRIKE PLATE AT 34-1/2" FROM BOTTOM OFINACTIVE LEAF LOCK STILE FASTENED WITH `,wJAF�M�i� p e (3) 110 X 1/2" FH SMS • `� Y.• ......7� n MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE '. No.70M OPERATORS AT 10-1/2" & 76-1/2" FROM BOTTOM ,: '•� FASTENED WITH (2) #8-32 X 1/2" FH MS (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS FRAME BOOM CORNERCORNER eOF drawing no. TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) i —32 A10RID►,'. FL #17860 W15 5 5: heel 7 of 7