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OFFICE USE ONLY: DATE FILED: REVISION FEE: AlunoO aion-j •}S A8 03NNVOS LOCATION/SITE ADDRESS: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: .5�� P P x QUALIFIERS NAME: `Tip ADDRESS: CITY: STATE: PHONE (DAYTIME): --59S —// OWNER/BUILDER INFORMATION: ij ST. LUCIE CO CERT. #: 1 FAX: w CITY: " STATE' F _ ZIP: PHONE (DAYTIME: FAX: et&'1-6zy ARCHITECT/ENGINEER INFORMATION: NAME: 1-fN � — -9, ki Kk Bf �8 �A y. k i a '7 Fl I�. Revised 06130117 Um Ce,("V John M. Foster - Architect Member - American Institute of Architects - LEED AP August 12, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to Sheet "FH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. OFFS o n AG., _ John M. F er- 4 4� PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining RANGES9 COOKYOPSs AND SINKS at each fixture accessible route and appliance (not into kitchen Unless knee space is provided, space to execute a required at sink if parallel approach must be provided at ranges, base cabinets are removable) cooktops, and sinks. The clear floor space in this rrparallel orientation allows the wheelchair user to da make a close side approach permitting safer and Deasier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult and unsafe, especially when controls are located at I c OO the back, because it requires seated users to lean Oforward over their feet and knees to reach not only O ° — I L� J hot pots and pans but the controls as well. See L — — pages 7.11 through 7.16 for required clear floor --- -- / space at cooktop or sink when knee space is p rovided. Overlapping Clear Floor Spaces and Accessible Route Provide Maneuvering Space user pulls parallel to Space for Parallel Approach Required at Range and Cooktop clear floor space for a parallel approach must be centered on fixture centerline of clear floor space centerline of range V 7.4 N OFFICE USE ONLY: DATE HUD: REVISION FEE: LOCATION/SITE PERMIT # O e) -7 - 1),R) A RECEIPT # \ % \ 114 PLANNING & DEVELOPMENT SERVICES WELDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5852 :RECEIVED (772) 462-1553 VSOL M Y A 23 APPLICATION FOR BUILDING PERMIT RE S Luc caggy, P_rml] PROJECT INFORMATION le ttirig DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION, STATE of FL REG./CERT. ff: ( ' hl BUSINESS NAME: 1� QUALIFIERS NAME' -Ya o--ie ADDRESS-. --g"WYJ -5 ;Lli--;' 1 CITY.. F7--- PHONE (DAYTIME): '/:Z- OWNER/BUILDER INFORMATION: NAME: ADDRE crly: I PHONE ARCHI NAME: ADDRE CITY: ) PHONE ST. LUCIE CO CERT. #: ;t_ ZIP: 31 ff-)(A;, rECT/ENGI-NEER INFUFcM num mil` b SS: STATE: (DAYTIME): -7 7,) 3';7e, — 144L, FILE COPY John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Clarification of Roof Insulation RECEIVED MAY 23'019 ST. Lucie County, Permitting Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C Load calculations, roof insulation shall be R-30 blown -in fiberglass. If there are any questions regarding this revision, please contact me as listed above. ( s'o1-orb REVIEWED FOR CODE COMPLIANCE ST. iLUCIE COUNTY B000�_LP f .1, �gg G FILE COVY l John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Clarification of Roof Insulation RECEIVED MAY 23'_019 ST. Lucie County, Permitting Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C Load calculations, roof insulation shall be R-30 blown -in fiberglass. If there are any questions regarding this revision, please contact me as listed above. o AR0008611 C .It OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 3v3s_ 31L'S DETAILED OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY:f STATE: PHONE (DAYTIME): '77.7 - OWNERIBUII ILDER INFORMATION: NAME ADDRESS: ('/ ST. LUCIE CO CERT. i#: - 0 - r r'r r. )—P '; CITY: I tri r ct t_' F'1 STATE: PHONE (DAYTIME:,/ -mil ARCHITECTt/ENGWEER INFORMATION: NAME: ADDRESS: /1•:),. `; l:,flr FsyG'r�_ CITY: )!2: ! i F.: e> _ STATE: PHONE (DAYTIME): 7 _ 7"? ! [sU SLCCC: 9123109 Revised 06130117 ZIP: FAX: Z_- ZIP: ; i_31I06:' FAX: 4 -)61- :� •Ate -rx a v F k, y� - Sy `^c.•v > John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to Bathroom gypsum drywall : Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2" Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2" moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM D-3273. If there are any questions regarding thlS revision, please contact me as listed above. John /go?-o sr. LL'CIE COUNTY BITILD!`( RLVYER'ED FOR ,. L I"+C ?,EC'TIO.4 WILL BE NUDE. THESE PlA#IS PAYE BEFIRIMIEWED IN ACCOROMCE WITH ThE FLORIDA W MK CODE. John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to Bathroom gypsum drywall : Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule - Sheet "A-2" Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2" moisture & mold resistant wall and ceiling panels tested in accordance w/ ASTM D-3273. If there are any questions regarding thlS revision, please contact me as listed above. John M. roster - AIA AT O;h . 130 y m; p: • qRo DATE PERMIT # I '-00n RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATIONISITE ADDRESS: 3 `a 5' I l i J ` ; rI e—, DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. BUSINESSNAME: QUALIFIERS NAME: ADDRESS: ,�'7iV CITY: Ff ) iL'r� T STATE: PHONE (DAYTIME): -T -7 7 OWNER/BUILDER INFORMATION: NAME: ADDRESS:.. % %�['1 i .-:. CITY: (; ! "5'I f c (cam ti et (_ G 1 STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: 7 ADDRESS: /1 )c\`i %l,f{c - �'L•'_ CITY: 1 c ; ." J STATE: PHONE(DAYTIME): 77-1_ SLCCC: 9/23/09 �e Revised 06/30/17 ST. LUtCtIE CO CERT. #: _ ZIP: FAX: L Zi FILE Copy 4k John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to gypsum drywall installation: January 14, 2019 Per ASTM C-840, drywall shall be secured using #8 x 1 1/2" drywall screws. Spacing shall be 12"'o%for both ceilings and wallboard. If there are any questions regarding these revisions, please contact me as listed above. John M. Foster - AlA f '+�YIEINFD IN AXORDUCt WITH THE AORIDA � coca, AR0008511 9 ' ���7-0973 ST. LUCIE C iJ �"IT BUILD E REVIEWED FOR REVIEWED DATE O : N0 � ISP%CT1OX WILL BE yIADE. Payment Slip Online address: http:/Aw .stlucieco.org/planning/pennihing.htm Planning & Development Services Quick Links: Building & Code Regulation Division Permit Status Lookup 2300 Virginia Avenue Online Building Inspection System Fort Pierce, FL. 34982 - Daily Inspector Schedule Phone: (772)462-1553 Fax: (772)462-1578 THIS IS NOT A RECEIPT Permit Date: 04 April, 2019 Permit Number: SLC- 1807-0813 MULTI -FAMILY RESIDENTIAL Contacts: Contractor James Weeks / Stan Weeks & Associates Inc (772) 528-1130 JIMWEEKS4@YAHOO.COM Fax: Property Owner Edwards Landing Llc Fax: Job Address: 3135 - 3145 ILLUSION CIR Fee Description: Amount Due: Total Unpaid Fees: $0.00 To check the status of your permit, day or night, use our on-line progam: http://www.stlucieco.org/planning/permitting.htm Copy and paste this in your internet browser and add it to your favorites. 4/4/2019 3:00:52 PM i OFFICE USE ONLY: DATE FILED: �_I Cl REVISION FEE: PERMIT# )A2(\lO?I3 RECEIPT # I W "l 415 PLANNING & DEVELOPMENT SERVIC] BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVII PROJECT INFORMATION LOCATIONISITE ADDRESS: a4)af _ IA wb ,. 3-m-3) DETAILED DESCRIPTION OF PROJECT REVISIONS: 11 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 7 L QUALIFIERS NAME: G ��- ADDRESS: ww 5 CITY: F 1EG' STATE: PHONE (DAYTIME): -7M) - 9,:2,-Y- // OWNERIBUILDER INFORMATION: NAME: j<'. %L ADDRESS:, .j ' ? = >? , CITY: 5-i Itn c "i STATE: PHONE (DAYTIME: c�--'/-i1 _v C1iY a ARCHITECT/ENGINEER INFORMATION: NAME: 71ohn M ADDRESS: ZZ � =- CITY: != - STATE: PHONE (DAYTIME): '77A3"mil? �4t� SLCCC: 9123109 Revised 06130117 File COVY MAR 13 2019 ST. Lucie County, Permitting ST. LUCIE CO CERT. #: _ ZIP: FAX: ZIP: Zalh- IR !�F!/lv4 IiCaN John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2 19 MAR 13 2019 11205 Ridge Ave. sT. Lucie CountyPerrr Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 ru�'i,'•.i�i'I ST. LL'CIE COL7R"T1• ELILDr`» Sedona Multi -family project - Building 23 REVIERED 3135 — 3145 Illusion Circle REVIEWED BY 2a Permit#1807-0813 PLOS.,ND ER\i7TVt'ST BEKE TON7oB G^. F�0 II'75PECTiO� 11'il.t. DE ytpDE. Revision to Florida Product Approval for fire rated entry doors Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01, this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. SA Copy �f � ,,fit �,�•Y �f � ��, � i Lt � � I • T n i RECEIVED MIAMDADE MAR 18 2019 MI m_DADECOUNTy MM PR DUCT CONTROL SECTION ST. Lucie County, Permitting 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 w .miamidade.eovleconomy Genteel Doors Ville St. Laurent, Quebec, Canada B4TIK6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 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 ries "GenStorm" Outswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade C Product Control Section. MISSILE IMPACT RATIN Large Missile Impact Resistant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Genteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Comwall, Ontario, Canada K6H7M4 Plattsburgb, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". 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. 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. 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 thejob site at the request of the Building Official. This NOA revises NOA #15-0825.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. I'He COPY Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet I through 8 of 8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files#12-0223341#10-1203.021#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Causo, P.E. 2. 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(PNIKI77T threshold) 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 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5a` Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory- and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-iZ03.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51 Edition), dated 09/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as apart of above test reports. ls<~a fj \ . U-\_ Ishaq I. Cbanda, P.E. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstonn Outswing Steel Door System - LMI", sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 1. Test reports on 1) Air hifiltration 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(PMK177T threshold) 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 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance t FBC 2014 (50 Edition) _& FBC 2017 (611 ]Edition) dated 05/16117, prepared by MCY Engine o., signed and seazea oy r ipmg Wang, r.n. G. OTHER 1. This NOA revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER Ishaq I. Chaoda, P.E. Product Control Examiner NOA No. 17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 ANCHORLAYOUT RCR WP. EAnan9 WLTI 90L8' MAX. (FRAME WIDTH) J� MAX. 95TIS+�- (OOOROPENING) ___ - - - - _•v+s __ ___ _ AAA {�+-\- _ .�: jA x. �+ h�. +`fit . €z ". a g 0 _. c •i LL MARSHECH a+ +1'+ • a INACTIVE• �7 a-AC1NE, 1 L , u�41CIpR9 FOR cHoaurcowoaoorvLr B�'MAN. 1�2+ L 1}''Y%(TXR ANCN -F'OR 51LLCORNERS 1" M)(. (X%) uU.M.TUAI".. sl-wrocoNc. DOUBLE DOOR TYP. ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTEDTOCOMPLYWITHTHE REQUIREMENTS OF THE BTH EDITION FLORIDA BUILDING CODE D0 M INGLUDIN HIGH VELOCITY HURRICANEZONE IHVHZL DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. (SINGLE ROW SELF ADHESNE CLOSED CELL FOAM TAPE TO BE APPLIED ENTIRE PERIMETER OF FRAME). -ANCHORS SHALL BEDS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR B EMSEOMENTTO MSE MAWRIAL SHALL BE BEYOND WALLORESSING ORSTUCCO. -ANCHORING OR LOADING CONDRIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL. -MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREXS THAT COME IMO CONTACTNTTH OTHER DISSIMILAR MATERIALS SHALL M-EETTHE REQUIREMENTSOFTHE FTH EDITION FLORIDA BUILDING CODE (3017) SECTION AS APPLICABLE - METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUSTSUPPORTLOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCURE. DESIGN LOAD 1FORSISE�BTHMNI I&NEOfltNLLLER .65.0 PISF H65. 65.0 PSF BYB 9, SHALL MEM.BE LEGS THAN OR EOUALTO MAX DESIGN LO. /.iTiA$DOCU - 3XNtldMCKS8YOMERS MUSTBEANCHORED PROPERLYTOTRANSFERLCADSTOTHESTRUCTURE -A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED C-OOORPANELMIN.90GA(0.03W) EELMN.FY-55MIMIN- FuaU MI MIN. DOOR FRAME: MIN. 16 GA(O.MB) STEEL MIN. Fy ^b KSI MIN., -DOOR PANEL STAINLESS OP7MX: AXCCI4.099] STMNLESS STEEL DOOR PANEL MEETING MIN, Fy, 65 KSI, FU-55 KSI MIN, OR BETTER MAY QUALIFY HAVING WILCERTIFICATV AS A VERIFICATION OF THE AVAILABLE MIN. YIELD STRENGTH. -DOOR FRAME STAINLESS OPTION: IS OA (9.BAB1 STAINLESS STEEL DOOR FRAME MEETING MIN Fy • AB AD, Fu.55 MI MIN OR BETTER MY OUNUFY HAIMG'MI.CERDFICAME AS A VERIFICATION OF THE AVAILABLE MIN. YICLD STRENGTH. NOTES. EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL , IS Q S� SEEANCHOR B + oEF . T• . . . ' 9.ER] SILL CORNERS (X) SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY ,I MI'MAX (PMELWIOTH) t 9 9 Ong P13 09 off 13PC PO nkiaN OPTIONAL EMBOSSED DOOR LEAF PATTERNS: WOV 15 lull N1011IIL MVISAD -TOPING WAND, P.L a fii0lyb(N'iN [k FTPELNB FLORIDA REGISTRATION; bi/Iq CtlF 17-09O3+Q/ PE #559B] CAN, 2C8]> bojode h�iE rIR�LN i'aP.11' �y i r I AD MIAMI DAOE COUNtt I SNEF.T 1 OP B AazaovEG sE.NTwr ,LMIWNG TO AS NOME. AS EFncG O w % CONCRETE ffllw;��hmmel HEAD DETAIL A FtlI K/RIEOLgt ONLY FOR �a gy 1 � N K1 IN' � 11 %w i Ef W HEAD DETAIL i, FUtGpItlFCQMONLY HEAD DETAIL IQ 0 w HEAD DETAIL A 0 tt r HEAD DETAIL A FCItWJRQETANLY TYPICAL ANCHORS (al THRESHOLD: TYPE F.1 114" OR 5116" DIA. ULTRACONS BY'ELCO' FY =155 KSI Fu = DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-1/2" MIN, EMBED 2-1/2" MIN, EDGE DISTANCE TYPE F.2 1/4" TAPCON BY ITW FY= 90 KSI Fu =120 KSI DIRECTLY INTO fc=3000 PSI MIN. CONCRETE 1-IF2' MIN. EMBED a . all "' A 2-1/2" MIN. EDGE DISTANCE .. SCREWS ®Cdc � .� W INSTPIL STPIXE T. �' WmIIATYP'ANcxw+s MIN. EDGE DIET. sNPlst/L�MCHDDR KtDGEDISTR LLrEUEEOINrG cancRET6 I EDGEDI ivalrs AANNMR SEEElEVATON SEE EIEVAIION $EA(gl•Jj; TYPICAL THRESHOLD%1 FORSPACM TYPICAL THRESHOLD �13 FORSPACING OPTIONAL THRESHOLD �) ALL WITH SI ME JOINTS AND CORNERS TO BE SEALED WITH ALPERIMETER RATED FOR WATERRESISTANCE O RATED FOR WATER RESISTANC � MIEO FOR WATER RESISTANCE � SCREWS ALL SCREWS SEALED WITH GE SILICONE II ANCHOR 0 JAMB BOTTOM CORNER: ANCHOR 0 REMOVABLE MULLION BOTTOM: ANCHOR Q REMOVABLE MULLION T TYPE F.3 3/16" DIA. ULTRACONS BY'ELCO' FY=155 KSI Fu=1T7 KSI TYPE F.3 318" DIA. SLEEVE ANCHOR BY'WEJ-IT TYPE E.1 1/4" SMS ORN14 EMS (MIN. GRADE 2 DIRECTLY INTO fB=3000 PSI MIN. CONCRETE DIRECTLY INTO fG'=3000 PSI MIN. CONCRETE CRS) OR ST/ST 1-10 MIN. EMBED, 2-1/2" O.C. 1-1/2" MIN. EMBED, i-W O.C. DIRECTLY INTO fG'=3000 PSI MIN. 2-12" MIN. EDGE DISTANCE 2.112" MIN. EDGE DISTANCE CONCRETE 1-1/2" MIN, EMBED, 2 1/2" O.C. 2-1/2" MIN. EDGE DISTANCE NOV 16 2017 I YI m AmG. Pi. R.ORIOA RREGISTFATICN, PE JSS983, Y CAM: 28677 AD10—OS simer z of e DOOR JAMB/HEADER TO BE 3000 PSI GROUT iQFILLED WHEN WIRE ANCHORS ARE USED VO DUPRIN _LOCK OPTION 1 CONCRETE BLOCK 9 w ACTIVE VERTICAL RODACE (SEE SHEEP 6) INACTIVE RTICAL VE ROD /� U B o� ANCHOR TYPE Fi i"DIA. ULTRACONS s i (14" EMBED) 2-k E.D. 3000 PSI 1/4" MAX. 13 3 3 3 EXTERIOR 1 12-14x716"SCREWS #6x1"TEK SCREWS 7 GROUT FILLED SHIM SPACE Q IVES FACE- WIRE ANCHOR 16 BOLTS @12"O.0 Q612"O.0 13"'x 1.} (SEE ELEVATION _DOUBLE DOOR OPENING WIDTH=96"MAX. 18 GA STEEL iii �i U ,gym i (SEE SHEET I) 4-J',"LGANGLE—\ =N aw i FOR SPACING) DOUBLE DOOR FRAME WIDTH =_99718"MAX. (SEE SHEET I) 1i Z n CG SEE SHEETANCHOR N Wi F TYPICAL ANCHOR ' ,`� J W 0 .+ SEE ELEVATION ___MIN. INACTIVE ACTIVE -VON DUPRIN MORTISE Z 0 ( MBWDME B T A. ANCHOR LOCK OPTION ' K S1m FOR SPACING ' Q PANIC DEVISE . U' .� AT EA. ANCHOR IVES SS 453 SURFACE ,--(SEE SHEET B) Z - SEE SHEET 1) t MOUNT FLUSH BOLT W ti < 1— A OPTIONAL BOTTOM CORNER ANCHOR DETAIL U o y 4 yo -.. . - F__._ o ILI w � ��m EXTERIOR o-/ 1q PRODUC P YEYSM N y SHIM SPACE"rtvW>�.i11 tlb11�� o° Lo �� Awparcsw l 0 OI y 9 �, HINGE JAMB DETAIL C MEETING STILE DETAIL LOCK OPTION#2 SHOWN �Yar'M.Y Proautf ~~ � Q i of � s TYPICALANCHORS THRU EMA(EXISTING MASONRYANCHOR) G9 JAMB: y Qi g� 22 PEMKO 376 ASTRAGAL W/ SPONGE NEOPRENE 0AJ 5/1W DIA ULTRACONS BY'ELCO' Fr155 KSI Fu=177 KSI TYPED. 3/6"DIA. POWER BOLT SY'POWERS' Z N TYPEAJ DIRECTLY INTO 2BY WOOD BUCK DIRECTLY INTO fG=30DO PSI CONCRETE w TYPE A2 DIRECTLY INTO R'=3000 PSI CONCRETE 2-12"MIN. EMBED n' 1-12" MIN. EMBED - - Y MIN. EDGE DISTANCE O Y u 21R" MINEDGE DISTANCE TYPE E. 5116' DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STIST O o INTO METAL STRUCTURES (STEEL OR ALUMINUM II8' MIN. THICK.) w m IN INTO SLEEV ANCHORBY'HILTI' KIIQVIS 2917 � e (Ft INTO fc=3000 PSI CONCRETE, 3' MIN. EDGE DIST. 6/6"MIN. EDGE DISTANCE INTO ffW=2000 PSI CONCRETE BLOCK, 3-12" MIN. EDGE DIST. STEEL: Fy=36 KSI MIN. TIPINC.WI PC.;''1 EMBED ALUMINUM: 5063-T6 MIN. FLORIDA REGfSBAtrox 'CRJ�i7lb WITH ALUMINUM TO BE PLATED OR PAINTED) PE R55953 - ABY•WEJdP CliN.-2B6T7 TYPE G. WIRE ANCHOR(FY=60 KSB MIN.IMLCI TYPE C.1 DIRECTLY INTO h=4000 PSI CONCRETE, 2OOCK, MIN. EMBED ®nx xn TYPE O2 DIRECTLY INTO DISTANCE CONCRETE BLOCK, 1.1/4"MIN. EMBED 0.173 DIAL STEEL WIREANCHORS ROEMBED TE CONCRETE '/ _. rrsuar om 2-318' MIN. EDGE DISTANCE (HEADERILV,IB TO BE GROUTED WITH 3000 P51 CONCRETE) �. w+rvc xo ACID-Ol MINA WDE COUNrc SEE AL —MIN., TYPICAL AN E (SEE ELEVATION @EMA ANCHOR I 59453 SURFACE BOLT LOCK OPTION M MftUM IN I' UM'_' FOR SPACING AT EA. ANCHOR OR] FB458 FLUSH BOLT (SEE SHEET 6) SEE SHEET 1) INACTIVE @-\ E@ ACTIVE SHIM SPACE _VMAX. �_ @ ri EXTERIOR HINGE JAMB DETAIL DETAIL LOCK OPTION 3. #9 OR #10 SHOWN A ANCHOR z ANCHOR 14'x 24' p SEE SHEET 3 FOR 0 /(iMEA A R LOCK OPTION FULILLENGTH STEEL TYPICAL ANCHOR 0 ACTIVE (SEE SHEET �00 STEEL BAR A-36 INACTIVE (SEE ELEVATION 0; 7 w Z FOR SPACING SEE SHEET 1) 0 Z L ' WLI 11V MN. .El EDMtN u 0 0 jo 0 lw 114"MAX. 3 SHIM SPACE EXTERIOR HINGE JAMB DETAIL Ke% MEETING STILE DETAIL STRIKE PLATE LOCK OPTION # 4 SHOWN in WITH (2)#12SMS AANCHOR I r(IIITIA ANCHOR (2) IVES SS 453 SEE SHEET 3 FOR w SURFACE MOUNT LOCK OPTION TYPICAL ANCHOR ACTIVE FLUSH BOLT (TO INACTIVE P (SEE SHEET 6) (SEE ELEVATION & BOTTV) CVR4 FOR SPACING R SEE SHEET ANCHOR TYPE F2 0 MBEDED1 m J" x 2-r SLEEVE AND 114" 0 E SHIMSPACE EXTERIOR @T (:4)/ 2 iy INTO CONCRETE L o E3 E3 HINGE JAMB MEETING STILE DETAIL 1520!7 LOCK OPTION # 5 SHOWN E3 PROUCriaEvWo oc #55967'� CAN. 12667Z", kw&zc� HC822 MULLION REMOVABLE MULLION 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE IL.--L- WIREINFORCEMENT .......... .. ... K� om O Vo ®EMA ANCHOR �EMAANCHOR AT EA. ANCHOR SEE SHEET 3 FOR = p AT EA. ANCHOR LOCK OPTION SEE SHEET 3 FOR ❑ 'VON DUPRIN" 9875 PANIC DEVICE I,--1'SEE SHEET 6) TYPICAL ANCHOR TYPICAL ANCHOR 'Ip m ,INACTIVE I SURFACE ACTIVE MIN. o $ a (SEE ELEVATION 30 / CVR ERTICAL ���777 (SEE ELEVATION a` FOR SPACING Nx 3 V R FOR SPACING) \ SEE SHEET I) L.. 5 y 0 422) 1 12 MIN i '_----- `J p U E BEDME 3 1:{ j 3 I 3 1 I f i 1¢¢ w Q 3£ 0 i; 3 t s s; 4 5 : K 3 !. Z O o 1M MAX. _(�_ . o m o G SHIM SPACE 16 13 3 2,1 1/4" MAX. O1N EXTERIOR ^ \ SHIM SPACE O �n HINGE JAMB MEETING STILE DETAIL'^, `-"'-- STRIKE JAMB DETAIL^ 2F dd: DETAIL C LOCK OPTION #6 SHOWN U OQ < 8 EMAANCHOR Z $ r@EMA ANCHOR SEE SHEET FOR C O W. / — TYPICAL ANCHOR \ AT FA. ANCHOR �i SEE SHEET 3 FOR AT EA. ANCHOR W O - TYPICAL ANCHOR 1-'v/ON DUPRIN" 9875 PANIC DEVICE I (SEE ELEVATION 'MIN. Z V MIN. FOR SPACING MBEDMEN tiB Pi' (SEEELEVATION MBEDMEN. , _ SURFACE LOCK OPTION IVES SB 453 SURFACE; ) Zz a Ee FOR SPACING !� VERTICAL R007 ,—(SEE SHEET 6) --MOUNT FLUSH BOLT a m q SEE SHEET 1) I m INACTIVE i ACTIVE oz W x p o°o 4 i -is t o°o o m W omo o p'mo SHIM C 3 r 4 ® 14 - 5 1/4" MAX. EXTERIOR SHIM SPACE [� o o� w HINGE JAMB /'� MEETING STILE DETAIL D STRIKE JAMB DETAIL m 0 v V a DETAIL l.i LOCK OPTION # 7 SHOWN E 0 Q a. SEE SHEET 3 FOR 8 EMAANCHOR o Q8 EMA ANCHOR TYPICAL ANCHOR AT EA. 8 Q aE SEE SHEET3 FOR AT EA. ANCHOR p 'VON DUPRIN" 9875 PANIC DEVICE LOCK OPTION (SEE ELEVATION ; TYPICAL ANCHOR MIN. ;MIN.INACTIVE --(SEESHEET6) ACTIVE FOR SPACING MBEDMEN (SEE ELEVATIONMEN 1 CVR- I r-CVR ) wyFOR SPACING '' i - SEE SHEET I)ino1n�rc,,i��� o Y __.. o .000.l oC) o ° o� W UmU O 7 i) Y• __ UTU 1/4 MA%. 31 EXTERIOR SHIM SPA r1�2p17 O SHIM SPACE'S HINGE JAMB MEETING STILE DETAIL ' D STRIKE JAMB DETAIL E nelvc waxG:' . [ DETAIL C- LOCK OPTION#BSHOWN D RDxI9a 8Ec1sir�anox ' ►900LCf Y[Y16Ep a A�5p41 . sen mbs-m �� ,CYNH He C. N:zhbYa 'r xt m AaymuieN 0 0 / n u 6%rilb bN - y/y rW[er o-oi •' 22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE v01 ADIG— Mum; o E COUNtt OPTION 1 ACTIVE LEAF: VON DUPRIN 0827E0 SURFACE VERTICAL ROD WRIT V29 STRIKE USING SIXMx25.m 0T MACHINE SCREWS AND TWO 914a5. (11 MACHINE SCREWS SEALED NTH GE SILICONE IF 9VE5' SNU SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED WITH (2)10 x 1- W MKS SCREW +(2) l4x1 1414- MS INACTIVE LEAF: VON CUPRIN 29MO SURFACE VER ICAL ROO WITH 0229 STRIKE USING SU(045M. (1-1 MACHINE SCREWSAND TW00141Q5Mm (19 MACHINE SCREWS SEALED WITH 'GESIUCONE IF T W SO453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x 1-1/1' FM MS PEMKO 0375CR OVERLAPPING ASTRAGAL OPTION 2 ACTIVE LEAF: 0MORTISE EXIT OM (2)S-92x35'FH MS FT", LOCATED 30-3/4" FROM BOTT BOTTOM INACTIVE LEAF: 1V SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x 1.114-M MS PEMKO 03TSCR OVERLAPPING ASTRAGAL OPTION 3 ACTIVE LEAF: 'SARGENT• 62M SURFACE MOUNT MORTISE LOCK WITH �\ HANDLE WITH SURFACE MOUNT METALLIC DEA4SOLT. LOCATED TIP FROM BOTTOM WITH! (2) &32 x}' FH MS INACTIVE LEAF: &3/C LONG 18 GA MIKE BOX TO BE FASTENED BY(2)4I244 SCREWS NES'S8453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT ATTOP AND BOTTOM. WITH(4)1*20x14WFHMS SURFACE MOUNTMETALLIC STIR a PLATE AT FRAME HEAD TO BE FASTENED WITH (2) O1Ox 1-IW FH SMS OPTION 4 (RIM EXRWTTH MULLION) ACTIVE LEAF: PRECISION" HCZIOO RIM EXIT PANIC MECHAMSM SURFACE MOUNT LOCATED 413/ FROM BOTTOM WITH BY (4) 1 MO ' 14/4'ON MS MUWON INACTIVE LEAF: 'PRECISION" HCIIUU RIM EXITPMIC DEVICE. SURFACE MOUMLOCATED 4141V FROM BOTTOM WITH BY (4)1*20 x 1-FRMS REINFORCED MULLION: HC822 PRECISION HARDWARE REMOVABLE WITH (4)}-20 x}- MS OR M4 x F SMS AT TOP. }'x2+SLEEVE ANCHOR EMBEDDED q INTO CONCRETE ATBOTTOW LOCKOPTIONS pAN APPLY TG SINGLE DDDR3 ORS ACTIVE PANEL OPTION 5 ACTIVE LEAF: PRECISIOR' HC2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLTAT TOP AND BOTTOM. WTH (4)10 x 1414-M SMS INACTIVE LEAF: 'PRECISION' HC2MD CONCEALED VFRTICALROD. SURFACE MOUNT TWO POINT LOCKSYSTEM WITH -PRECISION' PANIC DEVICE LOCATED IP MOM BOTTOM WITH (4)10-24 x 1-1/4' OH MS OPTION 6 ACTIVE LEAF: TRECISIOH' HC NO CONCEALED VERTICAL ROD. SURFACE MOUNTTWO POINTLOCKSYSTEM W1THI TRECISION PANIC • DEVICE WITH (4) M24 x 1-1M'. LOCATED 3&IW FROM BOTTOM INACTIVE LEAF: PRECISION" HC22W SURFACE VERTICAL ROD, SURFACE MOUNT TWO POINT LOCK SYSTEM WITH •PRECISION" PANIC DEVCE WTH (4)1034 x 1-IN' OH MS. LOCATED 3&12' FROM BOTTOM (2)SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2) IW20 FH MS OPTION 7 ACTIVE LEAF: 'PRECISION" HMOO SURFACE VERTICAL ROD. (4) IO-Ux 1-11P OR MS. LOCATED 3B3/Y FROM BOTTOM INACTIVE LEAF: 'IVESSB453 SURFACE MOUNT MANUALLY OPERATED FLUSH MLT.TO BE FASTENEDW TH (4)12 x 1414• FH MS OPTION 8 ACTIVE LEAF: 'VON DUPRIM 9847 CONCEALED VERTICAL ROD WP H PANIC DEVICE WITH (2) &32 x 3IB' FH MS. LOCATED 32UI-FROM BOTTOM INACTIVE LEAF: PRECISION' HC28M CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WTH -PRECISION" PANIC DEVICE WITH (4)1044 x 1.114'. LOCATED 35-1W FROM BOTTOM OPTION 9 ACTIVE LEAF: TORMA' CLTOD SURFACE MOUNT METALLIC HANDLE AT 3910 FROM BOTTOM WIN (2)r %X31B' PH MS AND (2) M X 3/B' FH MULTI THREAD SCREW. DORMA' DB660 SURFACE MOUNT METALLIC DEAD BOLTAT45 In' FROM BOTTOM WITH (2)1/4'-M X 1 SIB' FH MS: (2)#ID42 X 2 UP PH MS AND G" X We' FH MULTITHREAD SCREW, INACTIVE LEAF: ONE FLUSH MOUNTMETALUG STRIKE PLATEAT39I W FROM BOTTOM WI (2)01DX1-MSMSANOONE FLUSH MOUNT METALLIC STRIKE PUMAT45 1rz' FROM BOTTOM WI (2)88 X YB' FH MULTI THREAD SCREW. 'IVES' SUSS SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH (4)12 x IAW FH MS c aCwn DOOR. EDGE C0145TRUCTION G J DOUBLE DOOR `e o� HINGES: STEEL MORTISE HINGES 4 PER LEAF, Nr v LOCATED ATS� MAX. FROM TOP OF DOOR TO '/! .5 CENTER LINE OF IST. HINGE AND TO BE SPACED 0 nm a OUT NOT TO EXCEED 37-15/16'FROM CL TO CL OF HINGE TO BE FASTENED BY 012-24 X}"FLATHEAD 2 X MACHINE SCREWS. ZIa- o ICJ N SINGLE DOOR 2 u y' HINGES: STEEL MORTISE HINGES 4 PER LEAF. LOCATED AT 11-3/4' MAX. FROM TOP OF DOOR TO CENTER LINE OF IST. HINGE. AND TO BE SPACED W OUT NOT TO EXCEED 26-5116-MAX. FROM CL TO CL OF HINGE. TO BE FASTENED BY#124 X}• O ; FLATHEAD MACHINE SCREWS. �i m OPTION FTm ACTIVE LEAF: VORMA' CLM SURFACE MOUNTMETALLIC HANDLE AT 391R' FROM BOTTOM WITH (2) M48 XYB' PH MSANO (2) M X 3I8' FH MULTI THREAD SCREW. OORMA' DBMD SURFACE MOUNT METALLIC DEAD BOLT AT 45 IQ' FROM BOTTOM WITH (2)1/P4D X 1 SIB" FH M5: (2) 01D-32 X 2 31W PH ME AND (2M X WIF FH MULTI THREAD SCREW. INACTIVE LEAF: lVES-M,158 FLUSH MOUNT METALLIC FLUSH BOLTS AT IF AND 77• FROM BOTTOM WI (4) 98 X Y8' M MULTI THREAD SCREW. ONE RUSH MOUNT METALLIC STRIKE PLATE AT 3910 FROMBOTTOM%M(2)910X1•FHSMSANUONE FLUSH MOUNT METALLIC STRIKE PLATEAT45 W FROM BOTTOM WI (2)M XYB' M MULTI THREAD SCREW. /gODUCr YEV6BD aB.ohMM1�1YeIbllx BtlWi{Cdx M[yOxKN11 -�8'� 'O} L`y1ILK,Y,1Fx��k' r �G`� 16'lYY RMr. Lw�riT MK1 PH 15 2917 AD10-01 SHEET 6 OF B f L HRx°m DUST BOX iSGADOORFRAMEJAMBAND HEAD THRESHOLD 0 3'%'S 1%" THRESHOLD 19 5" 3%" 1%- l OPTIONAL THRESHOLD 0.1]3' PARTN OCIOOo SORimo11.") CLOSER BOX REINFORCEMENT I--&- Famm MASONRY WIRE ANCHOR Fx"mtu ?xe'[I'$IllT WORCI NFP MR PE1tRSw3 UFWAW NEBHSI SUSAf& �e• HRIO. 10 GA HINGE REINFORCEMENT SURFACE BOLT STRIKE (OPTION A) 11 U 10 %1 I w I� y + \ I 'I IR + +I I mna ma PR '.rtuw + ieaw I + PexrN ORIWO 1.W MORTISE BOX FRIM pew) REINFORCEMENT FRAME REINFORCEMENT 4 12" 16 I 11 43 O Lo � nM1Ms NPPFFI .t3 V THICK STEEL HINGE FAT010 EMA STEEL ANCHOR Fr CO KSI 2 11/. I SOLTUOflFacE RIISESiPIItE K . RENFOR KF1HfORCEA£NT + HOUMRIILED II/' . TMPEO FOR IRFU scRm 1 (I 1�% RRIimN IM34R0.V ; �a Nyi �l valets FLOORANCHOR SURFACE BOLT S REINFORCEMENT I IqS'� �FRI1mM STRIKE DUST BOX A LOOK Nye MOHIISE LOON EDGE r RMJFOPCEMENT r ± IEIXdLLFD A�TMPEO iOP BRIMnxa. scPEw TRIKE MORTISELOCKEDGE REINFORCEMENT 12 GA. REINFORCEMENT PLATE SURFACE BOLT STRIKE (OPTION B) .I.SORENS B•' -I,- SA STRIKE BOX REINFORCEMENT IIW72 PRECISION STEEL ©MULLION 4 1� I p VINYL CAP ��' ADID-01 SUM 7 OF R a yy 3�s No P ry 052 a ON L = NN .C5 U �m ZN F a4 tr Z_ �N Wx ZU Zim E 'S a� " s m9 E<m E N Sx- L° a u Ua � ROTS FOfl GU55Ef6 O8' a . l�BLiBLV�D ,.� s o� SIDTONO BEGwiEU T.VS ON W185 ��yT�/��H(�{�� J - .^10W Ampr Non d .0I tgdr w(km L J IZD20 lit 1. t,, 0 N �n, FILWEFKEIRN camwvasr vettnuo 0 W I cxwlmwoom f 1u s.:.. y Q i id�ll,i:5:2U.7 Z B 3]G\UGE"' ' CJJSS El9 RE1559DpdpN PE 05596J TIBs Cf4N: YBBi7 n u i OY�D CORNER FRAME CONSTRUCTION VVV 0 Anlo—ol IMDI WDE COUNR SWAT a OP D BILL OF MATERIALS ITEM PART No, MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 I - STEEL OR ST/ST AS REOD. FRAME HEAD/JAMB (5-1" x 2') 18 G0. (0.04BMIN.) Fu= 48KSI MIN. 2 � PKK2051 ALUM. 1 THRESHOLD PEMKO WITH VINYL INSERT 3 STEEL GR ST/ST AS REOD. DOOR PANEL 20 GA. C0.036MDJ) Fu= 55 KSI MIN. 4 ORI010 STEEL AS REOD. MORTISE BGX REINFORCEMENT GENSTEEL 5 P 387 - AS REOD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRIP PEMKO 6 - STEEL AS REOD. 2 x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL REMOVABLE HARDWARE @ FA3010 STEEL AS REOD. ENR ANCHOR GENSTEEL 9 5H453 AS REOD. SURFACE BOLT IV ES SH453 10 FR1200 STEEL AS REOD. 1-J' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 .FA1040 STEEL 2 FLOOR ANCHOR IS GA. O-}' z 1-}' x 4-i' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE DUSTBO% GENSTEEL 13 HR1030 STEEL (10 GA.) 4 PER LEAF HINGE REINFORCEMENT NEEDED TO FRAME OR DOOR GENSTEEL 14 DR1700 STEEL AS REDO. MORTISE LOCK EDGE REINFORCENENT NEEDED GENSTEEL 15 FR1100 STEEL AS REDO. ASA STRIKE BOX REINFORCEMENT GENSTEEL 16 I79-454 STEEL 4 PER LEAF DOREX, HAGER k179-454-I5 HINGE STANLEY 17 FA303v STEEL AS REDO. MASONRY WIRE ANCHOR 0.173 ➢[A. F e60 ksl IH - STEEL AS REOD, 20GA, OUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 THRESHOLD OPTION PEMKO 20 2300 ALUM. 1 PER LEAF DOOR SVEEP' UNIQUE 21 AS1080 STEEL 1 lOGA. 2' FLAT ASTRAGAL W/ #12-14 x 7/8' SCREWS @ 12. O.C. GENSTEEL 22 375CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE V/ B6 xl' TEK SCREWS @ 6' O.L. PEMKO 375LR 23 PMK177A PLUM, 1 THRESHOLD PEMKO 24 VINYL. 1 VINYL CAP - 25 FRIIOOM STEEL AS REOD. STRIKE DUST BOX GENSTEEL 26 ➢R1700M STEEL AS REDO. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 OR1000 STEEL AS REDO, CLOSER BOX REINFORCEMENT GENSTEEL 28 CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 - STEEL AS REOD. 2' z 4 I/2. 10 GR. REINFORCEMENT GENSTEEL 30 STEEL AS REO➢. 2' x 6 3/4' 10 GA, REINFORCEMENT GENSTEEL 3l HONEYCOMB AS REOD, INSIDE OF DOOR PANEL GENSTEEL John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 MAR 13 2019 sT. Lucie County, Permitting January 14, 2019 Revision to Florida Product Approval for fire rated entry doors : Gensteel Doors, Inc. "Genstorm , impact rated, insulated galvanized 18 gage galvanized steel frame & 20 gage galvanized steel door panel may be substituted for the Schlage "Steelcraft" units presently shown on the issued Permit plans. Door panel and frame shall be prepared to receive a UL Label automatic door closer. Per NOA 17-0803.01, this door & frame has a design pressure rating of + - 65 psf, exceeding the requirements of ASCE 7-10, Figure 30.5-1 component & cladding net design wind pressure of +44.0 psf, (-)47.9 psf. Additionally, the door panel shall bear a Warnock Hersey Mark of 90 minute fire rating. Pemko #2005AT ADA compliant threshold per the NOA shall be supplied as a pert of the door package. A UL Label automatic door closer shall be installed per manufacturer's requirements. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. KLUIVED i MAR 13 2019 MI®p�E ST• LUde Count Permitti MIAMITROL SECTION DCOUNTY UCT 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) 315-2590 F (786) 315-2599 NOTI F 0EACCEPTANCE (NOA) www.miamidade.eov/economv Gensteel Doors Ville St. Laurent, Quebec, Canada H4T1K6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted 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 Veloci y Hurricane Zone. DESCRIPTION ties "GenStorm" Outswing Opaque Steel Doors APPROVAL DOCUMENT: Drawing No. AD10-01, titled "Lienstotm Outswing Steel Door System - LMP', sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 RATLN Large Missile Impact Resistant Limitations: 1. See Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior (positive) DP=+65, where water infiltration requirement is needed. 2. Options #1 and 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors. LABELING: Each unit shall bear one of the following permanent labels: Gensteel Doors Inc. Gensteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St. Laurent, Quebec, Canada H4T1K6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 and series and the statement: "Miami -Dade County Product Control Approved". 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. 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. 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 NOA #15-0825.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Caanda, P.E. �j-ti�\Vl NOA No. 17-0803.01 Expiration Date: July 14, 2020 Approval Date. December 78, 2017 Page 1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufactirret's die drawings and sections (submitted under file listed below) 2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LNU', sheet 1 through 8 of 8, dated-02/05/11 and last revised on AUG 2I, 2015, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS (submitted under files #12-022334 /#10-1203.02/#05-0127.11) 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT) Along with marked -up drawings and installation diagram of Genstorm Opaque Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated 10/14/10, signed and sealed by Jorge A. Cause, P.E. 2. 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(PMK177T threshold) 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 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877, dated 10/11/09 and FTL 5898, dated 09/14/09, both signed and sealed by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01) 3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370- DOUBLE, dated 12/09/04 for Double Outswing Honeycomb Steel Door System, prepared by Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11). C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E- D.- - QUALIT-Y-ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test, -per ASTM A370-05 item B (1) (7) 2.7Tensile-tast-report-NO.-FTL 5877 per AS TM A370-05 dated 10/13/09, issued by Fenestration Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02). F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5' Edition), dated 08/20/15, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of Lab. Compliance, as a part of above test reports. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. I7-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-1 Genteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews # 12-022335, expired on 07/14/15. 2. Test proposal No. 08-1489, issued to Gensteel Door Inc, approved on 11/14/08. 3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 1 OL2110, signed by Bruno Gervasi and Antonio Gervasi, respectively. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMI", sheet 1 through 8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. Test 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 202-94(PMK177T threshold) 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 and TAS 202-94 7) Tensile test per FBC, TAS 202 Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL 7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance t FBC 2014 (5ei Edition) & FBC 2017 (6"h Edition) dated 05/16/17, prepared by MCY Engine ' , c., signed and sea oy x ipmg w ang, r.n. G. OTHER 1. This NOA revises NOA # 15-0825.04, expiring 07/14/20. 2. Test Proposal #17-0053 dated FEB 03, 2017 approved by RER �Sl,�•,9 � . Ishaq I. Canada; P.E. Product Control Examiner NOA No.17-0803.01 Expiration Date: July 14, 2020 Approval Date: December 28, 2017 E-2 ANCHOR LAYOUT 60gNIgEAYLipaoxLYl (FRAME WRITH) BST/0' MAX. (DOOfl OPENING) A 1 .Fa •t' r;r 1 rr�r1 S a• r +r a-ai N D • _ . r.r•�•)• IM5 i I..r i4' F.•rar.r ! r CI —< Tr •rrry r •i''` y •r•r•ar LP r •✓ r UI :�i SEEANdOP C r•:•: ra\ r•Al xx Jia'r .a. SHEET] gill ri1,UClNEr.a TTW- P`y"�r r-ACTIVE aa. ElmcwFs FOR fWRIMOW0000NLY SILL CORNERS MAK 1%XI wwNw nBE M•LD. 41-wro coNc. DOUBLE DOOR TYP. ELEVATION SERIES GENSTORM OPAQUE DUTSWNG STEEL DWfl RMII -THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPIYVATHTHE REQUIREMENTS OF THE STH EDITION FLORIDA BUILDING CODE CZA INCLUDIN HIGH VELOCITY HURRICANE ZONE (HVHZ). -DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. -DOORS APPROVEO FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. (SINGLE ROW SELF ADHESIVE CLOSED CELL FOAM TAPE TO BE APPLIED ENTIRE PERIMETER OF FRAME). -ANCHORS SHAUL BEAS USIEO, SPACED AS SHOWN ON DETAILS. MCHORSFMBEDMENTTOBABEMATERIALSHALLBEBETONOWALLDRESSINO I OR STUCCO. \/ -ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ME NOT PART OF THIS APPROVAL. - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT W TH OTHER DISSIMILAR MATERALS SMLL MEETTHE REQUIREMENTS OF WE 6TH EDITION RORIDA BUILDING CODE (2017)SECTION AS APPUCABLE METAL STRUCTURES NOT BY GENSTEEL DOOR CO. MUSTSOPPORTLGADS IMPOSED BYDOORSYSTEM ANDTRANSFER THEM TOWS BUILDING STRUCTURE. DESIGN LOAD (FOq SI>F�B6HOYM A9WEOq SIL\LLEq 650 pESF P 85.0 SF i5.0 PSF - ULTIMATE DESIGN LOAD OBTAINED FROMASCE T-10, M4I`i SYB.S, SHALL BE LESS THAN OR EQUALTO MA]L DESIGNLO. DOCUTASNT. -ZXIAGO KSBYOTHERS MUSTBEMCHORED PROPERLYMTPANSFERLOADSTOTHESTRUCTURE -ALOAD DUMTION FACTOR IN ALLOWABLE STRESS IS USED -DOOR PANEL MIN. ZD GAIBDIS'1 STEELMIN. Fy=65 K51 MIN., MORFRAME, M ODOR E MIN.1B GA(0.0189 STEEL MIN. Fy-b KSI MIN., Furt]K51 MIN. � -DOOR PANEL STAINLESS OPT0N77PGrS7SU]9] STAINLESS STEEL DOOR PANEL MEETING MIN. Fy=65 KSI, FI 63 KSI MIN. OR SETTER MAYOUALIFYHAVINGWIL-CERTIFICATE•ASAVERIRWT NOF THE AVAILABLE MIN. YIELD STRENGTH. -ODOR FRAME STAINLESS OPTION: IS GA I L.1STAINLESS STEEL DOOR FRAME MEETING MIN Fy • AB KSI, FLV] KSI MIN. OR BETTER MAY QUALIFY HAVING •MIUCERTIFICATE• AS A VERIFICATION OF THEAVARABLE MIN. YIELD STRENGTH. NOTES. EGRESS REOLIIREMENn TO BE REMEWED BY BUILDINGOFRCM. rJ: rr SEEANGXIXt B r r DETARDx a•r♦�ACaTfi'E• ENEET] ♦ ♦ �I ♦ r r r SILL CORNERS (X) MAX. '•jp1p1pXL' SINGLE DOOR TYP. ELEVATION HARDWARE CONFIGURATION OPTION 1 THRU 10 FOR ACTIVE PANEL ONLY ATM'MAIL YPANELWIOW) A1313 C93 ag HO PO on 1 9 nam OPTIONAL EMBOSSED DOOR LEAF PATTERNS: IdOV i 5 2017 KNWCf MEYISPD YIPING WANG, P.E. tl KB�DIB'Vf Yill Na•D//I''Hli^ FLORIDA REGISTRATION MIFRE 155i83 OW.. NO— CAN. 28671 ft*wm = IEL- k r fnilLNCtlM / ' Q ,,. F Q E x 0 o 66gq� Y U a ppyqpcappry O U � F`W ; OLL 3 AD10-01 SHERT 1 OF B avvaavEO sFALwr WIWNG TO BEAPNEO ASwEDSG7 CONCRETE o: W w 3 Z W W N 2 f N W W IIl .W.. W = O HEAD DETAIL A (2 Z FM f4RlE000110NLY W w x W d0 W O W O W bF1'TEIt a* ': ®� e W IN uNni TYPICAL THRESHOLD%1 RATED FORWATERRESISTMUE t �w 5 U n sW a� `E N ' 9 © "2 h 111 1 1/4" X0 W HEAD DETAIL A FwoauaE.PocY TYPICAL THRESHOLD t-o1 RATED FOR WATER RESISTANC CONCRETE tt rc O HEAD DETAIL A UT P 1Y4P. < A SEESNEUiFOR DGE DI T. IC&Mew s, ETavAnoN MR SPACING OPTIONAL THRESHOLD p RATEDFORWATERRESISTANCE 0 W 0 W HEAD DETAIL A HEAD DETAIL A IF WJLLE WUI tl1Y ' TYPICAL ANCHORS 0 THRESHOLD: TYPE F.1 1/4" OR 5116" DIA. ULTRACONS BY'ELCO' FY - 155 KSI Fu DIRECTLY INTO fe=3000 PSI MIN. CONCRETE 1412" MIN. EMBED 2-12" MIN. EDGE DISTANCE TYPE F.2 1X' TAPCON BY ITW FY = 90 KSI Fu = 120 KSI DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE 1-12" MIN. EMBED 2-i2" MIN. EDGE DISTANCE SEALANT. ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER ALL SCREWS SEALED WITH GE SILICONE II ANCHOR 0 JAMB BOTTOM CORNER: ANCHOR (FT REMOVABLE MULLION BOTTOM: ANCHOR GA REMOVABLE MULLION T TYPE F.3 3116" DIA ULTRACONS BY'ELCO' FY=155 KSI Fu=M KSI TYPE F.3 3/6" DIA. SLEEVE ANCHOR BY'WEJ-IT' TYPE E.1 1/4" SMS OR#14 EMS (MIN. GRADE 2 DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE DIRECTLY INTO fc'=3000 PSI MIN, CONCRETE CRS) OR ST/ST 1-12" MIN. EMBED, 2-1/2" O.C. 1-12" MIN. EMBED, 1.3/4" O.C. DIRECTLY INTO fc'=3000 PSI MIN. 2-12" MIN. EDGE DISTANCE 2-1/2" MIN. EDGE DISTANCE CONCRETE 1-12' MIN. EMBED, 2 12" O.C. 2-1/2"MIN. EDGE DISTANCE MIANI NOV 16 2017 PIPING WANG. P.E. FLGRIDA REGISTRATION PE 055983 CAN: I13 _671/ �v AD10-01 sHEer R of e DOOR JAMB/HEADER TO BE 3000 PSI GROUT I / CONCRETE BLOCK 1 —FILLED WHEN WIRE ANCHORS ARE USED VO DUPRIN ACTIVE URFACE ERTI I Ll 3000 PSI ll*' MAX. 3 & EXTERIOR GROUT FILLED SHIM SPACE '4 1316 13 IVES FACE 12-14x7/8"SCREWS_ WIREANCHOR BOLTS @12"O.0 (SEE ELEVATION DOUBLE DOOR OPE \ FOR SPACING) (SEE DOUBLE DOOR FRAME I (SEE SHE SEE SHEET 3 FOR TYPICAL ANCHOR _ MIN. SPAACTIVE (SEELEVATION IMBEDMEN ©EMAANCHOR FOR OR AT EA ANCHOR 'I IVES SB 453 SURFACE SEE SHEET 1) t MOUNT FLUSH BOLT 7 t-- LOCK OPTION 1 (SEE SHEET 6) INACTIVE y ANCHOR TYPE F1 I t i *'DIA.ULTRACONS- ® #6x1"TEKSCREWS Q @612"O.0 IT IT MDTH = 96"_MAX. 18 GA STEEL t) - 44"LGANGLE- =997VMAX. ACTIVE '-VON DUPRIN MORTISE LOCK OPTION -(SEE SHEET 6) (�"-i PANIC DEVISE 174" MAX. EXTERIOR j qO SHIM SPAC HINGE JAMB DETAIL ^ MEETING STILE DETAIL �111 l! LOCK OPTION #2 SHOWN D TYPICAL ANCHORS THRU EMA (EXISTING MASONRY ANCHOR) (a3 JAMB: 511W DIA_ ULTRACONS BY'ELCO' Fv--155 KSI FU= 177 KSI TYPE D. 31B"DA POWER BOLT BY'POWERS' TYPEAl DIRECTLY INTO 2BYWOOD BUCK DIRECTLY INTO f2=30DO PSI CONCRETE TYPE A2 DIRECTLY INTO k'=3000 PSI CONCRETE 2-02" MIN, EMBED 1-12" MIN. EMBED 3' MIN. EDGE DISTANCE 242" MINEDGE DISTANCE TYPE E. 5116" DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR ST/ST INTO METAL STRUCTURES (STEEL OR ALUMINUM 11V MIN. THICK) LC SLEEVE ANCHOR BY'HILTI' B. INTO fC=3000 PSI CONCRETE, 3" MIN. EDGE DIST. 618" MIN. EDGE DISTANCE INTO fm'=20W PSI CONCRETE BLOCK, 3-1X MIN. EDGE DIST. (Ft STEEL: Fy= 38 KSI MIN. . EMBED ALUMINUM: 0063-TB MIN. f WITH ALUMINUM TO BE PLATED OR PAINTED) R BY WE.41P TYPE CA DIRECTLY INTO k'=4000 PSI CONCRETE, 2-3W MIN' EMBED TYPE G. WIRE ANCHOR IFv=80 KSI) MINAVLO�^ TYPE C.2 DIRECTLY INTO W=2000 PSI CONCRETE BLOCK, 1-0/4" MIN. EMBED 0.173 DIA STEEL WARE ANCHORS EMBED INTO 3000 PSI CONCRETE BLOCK 2,TS' MIN, EDGE DISTANCE (HEADEWI B TO BE GROUTED WITH 3000 PSI CONCRETE) OPTIONAL BOTTOM CORNER ANCHOR DETAIL raooucru[v® �arpYbr wl1�tlerMW �.�a n.l -0 •OI E.pkrMYc O.te >rwrr P1ee.e1 " 22 PEMKO 375 ASTRAGAL Wl SPONGE NEOPRENE SEESHEET31FOR MIN —...— o TYPICAL ANCHOR MBEDM�N :. (SEE ELEVATION O8 EMAANCHOR I S8453 SURFACE BOLT LOCK OPTION o g x A FOR SPACING AT EA. ANCHOR OR I FB458 FLUSH BOLT (SEE SHEET 6) _ SEE SHEET 1) '4 INACTIVE 75 � ACTIVE 1/4'MAX. y'16- 3 3O 2 ib / R� r SHIM SPACE EXTERIOR FF o x�HINGE JAMB DETAIL n MEETING STILE DETAILn 1 fir; a l/ LOCK OPTION#3. #90R #105HOWN LJ mm m > >? 8 EMAANCHOR - zn o )e' SEE SHEET 3 FOR rc kcs Eq. ANCHOR LOCK OPTION 1'}"x2-}" F °'L: (SEE SHEET 6)- FULLLENGTH C7z m = TYPICAL E ANCHOR ACTIVE I -STEEL BAR A36 INACTIVE (SEE ELEVATION 7 ( C ANCHOR TYPE TYPE E7 O FOR SPACINGSEE SHEET 1�— 2 0 Or 414 x1"SMS { — Zz7—p 1._ Ww E ms .i 1/4"MAX. -� V 3• 4 .ir SHIM SPACE EXTERIOR ^ xry HINGE JAMB DETAIL MEETING STILE DETAIL / ^ 1 o rP STRIKE PLATE l/ LOCK OPTION #4 SHOWN LJ WITH(2)#12 SMS 8 EMAANCHOR SEE SHEET 3 FOR w AT EA. ANCHOR (2) IVES SB 453 O v SURFACE MOUNT LOCK OPTION i TYPICAL ANCHOR aj ACTIVE FLUSH BOLT �(SEESHEET6) INACTIVE w 0 P'^ (SEE ELEVATION O e BOTT.) rn v FOR SPACING �� �� $ Q i oLL SEE SHEET r Q� x 3al li� 5 I I I u L -9 i N ANCHOR TYPE F2 }'x 2+J"SLEEVE ANC SHIMS ACE o 3 EXTERIOR �I }5 74 4 2 19 111777 ` EMBEOED14" INTO CONCRETE ^ �~ o HINGE JAMB DETAIL MEETING STILE DETAIL O lJ LOCK OPTION # 5 SHOVYN LJ uw' pli MOOUCf Y[Y6lD RORIOA IE �559OIS YRArO vq. m-oo-ii NIY 6eFLr164C.0.N.•296)7!�;: ecu.L_ w HC822 MULLION AseplumNol _D a .01 ; MIrF :� Ey4�Orh a7nG r6v_sr �e-oi REMOVABLE MULLION "'22 PEMKO 375 ASTRAGAL W(SPONGE NEOPRENE k � .��„o, W/REINFORCEMENT �cr� �AD10-01 4 OF 11 J gg 0E 0 Z Q6 EMA ANCHOR 0 "� �O 8 EMA ANCHOR \ ATEA.ANCHOR p"�= > > LOCK OPTION SEE SHEET 3 FOR D S # SEE SHEET 3 FOR AT EA. ANCHOR TYPICAL ANCHOR O m VON DUPRIN" 9875 PANIC DEVICE LOCK SHEET 6) TYPICAL ANCHOR 'MIN. INACTIVE SURFACE ACTIVE (SEE ELEVATION (SEE ELEVATION `300 _.__. CVR i VERTICAL RO FOR SPACING) MBEDMEN FOR SPACING SEE SHEET I) e a 1BE MIN.`—�. w E BEDMEN ' i , 4 ' t ,) = I�� :'�, t r 1 W f i f 1 j 4 i E J O w �mU � 1%4"MAX. �,� _. SHIM SPACE 1g. 13 l"l EXTERIOR ZSNIMB ACE U mN HINGE JAMB MEETING STILE DETAIL ` STRIKE JAMB DETAIL DETAIL LOCK OPTION # 6 SHOWN LJ = a N SEE SHEET 3 FOR ©EMAANCHOR �j R A8 EMA ANCHOR AT EA. ANCHOR Wz _ TYPICAL ANCHOR z )m SEE SHEEP 3 FOR / AT EA. ANCHOR I W p TYPICAL ANCHOR /// 'NON DUPRIN" 9875 PANIC DEVICE (SEE ELEVATION • MIN, 2 u MIN SURFACE LOCK OPTION IVES SB 453 SURFACE FOR SPACING) MBEDMENT lip¢m E (SEE ELEVATION MIN. 2 z FOR SPACING I' :r VERTICAL R00/7 ��(SEE BHEET 6) --MOUNT FLUSH BOLT ` III SEE SHEET I)�Y ,I_ `JS_—_INACTIVE 001,4 ) ACTIVE O 0WF� w o f m y W uH1 N fJ z$z �! ) IZJ OUZ O yN /4; MAX. V 3 • ® - ® 14 . 15 1/4" MAX. � „ a SHIM SPACE`- 3 EXTERIOR ^ SHIM SPACE w Lo9� HINGE JAMB /'+ MEETING STILE DETAIL / n , STRIKE JAMB DETAIL N Q v a DETAIL C LOCK OPTION # 7 SHOWN U �E� H Q a. Qq::o EMAANCHOR SEE SHEET 3 FOR ©EMAANCHOR g 1'•l rnuii SEE SHEET FOR TYPICAL ANCHOR AT EA,ANCHOR 304 AT EA. ANCHOR 0 TYPICAL ANCHOR "VON DUPRIN" 8875 PANIC DEVICE LOCK OPTION (SEE ELEVATION ' MIN. w `o MBEDMENINACTIVE SEE SHEET 6) ACTIVE FOR SPACING) MBEDME w (SEE ELEVATION CVR rCVR FOR SPACING SEE SHEET in 1) T3 R' 0 19 4 U40 w OfZ2Z0z © 00.0Id 3 e__ U m 0 w� UX. i 1/4"MAX w 1/4'MAX. ���E•GG EXTERIOR SHIM SPA � � _.� n, SHIMSPACE'_ HINGEJAMB /•� MEETING STILE DETAIL lJ STRIKE JAMB DETAIL nelRc wmuG; p f ,' DETAIL LOCK OPTION#BSHOWN U 790WGTYEVMBD RORIdEI REG161kA1I0N �� o�• Nh he C.k.N�g*11 1++dMr sa� rm,ar o ••22 PEMKO 375 ASTRAGAL W/ SPONGE NEOPRENE jDID MIAMI DME cool Y f!rtfil' \, 9HECf 6 OF e OPTION 1 ACTIVE LEAF: VON DUPRIN 9827EO SURFACE VERTICAL ROD NTH 11229 STRIKE USING SIX #9%25mm (11 MACHINE SCREWS AND TW90HK26mm (11 MACHINE SCREWS SEALED NTH -17 GE SILICONE IF SOLT. TO SURFACEMOUNT M10 x 1-1 OPERATED R FLUSH BOLT, TO BE FASTENED MATH (2)10 x 1-1Q" 7EK5 SCREW + (2) tbxl 1-1/4-MS rx" LOCKOPTIONS,APPLO SIB NGLE 0 RS ORS ACTIVE PANEL CANOPTION 5 ACTIVE LEAF: PRECISIOM 17C2300 MORTISE PANIC EXIT. SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT AT TOP AND BOTTOM. WRH (4)10 x 1-114" FH SMS INACTIVE LEAF: INACTIVE LEAF: VON DUPRIN 982TEO SURFACE VERTICAL ROD WRHQ29 STRIKE `PRECISION HWSW CONCEAIEDVERTICALROD.SURFACE USING SIXAx25mm(1")MACHINE SCREWSANDTNO3I4#5mm MOUNTTWD POINTLOCKSYSTEMWIR'PRECISION PANIC (1-) MACHINE SCREWS SEALED WITH DEVICE LOCATED 4V FROM BOTTOM WITH (4)10-24 X I-lW 'OE SILICONE IP OR MS -IVES-SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH(4)12x 1-114-M MS OPTION 6 PEMKO 9375CR OVERLAPPING ASTRAGAL ACTIVE LEAF: 'PRECISION` H= 00 CONCEALED VERTICAL ROD, SURFACE OPTION 2 MOUNT TWO POINT LOCK SYSTEM WTH'PRECISIOIT PANIC DEVICE WITH 1034 x 14W. LOCATED 3a1rz FROM BOTTOM • ACTIVE LEAF: INACTIVE LEAF: ON DUP N" 9875 MORTISE EXIT W TH (2) 8 x 315' FH MS. PRECISION HC22M SURFACE VERTICAL ROD. SURFACE MOUNT '\ LOCATED 39-0/V FROM BOTTOM TWO POINT LOCK SYSTEM WRH-PRECISIOM PANIC DEVICE WITH (4)1034x 1-1/4' OH MS. LOCATED 3&12- FROM BOTTOM INACTIVE LEAF: 'TVES" 89453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT TO BE FASTENED WITH PH 12 x 1.114" FH MS PEMKO 0375CR OVERLAPPING ASTRAGAL OPTION 3 ACTIVE LEAF: -SARGENT" 8200 SURFACE MOUNT MORTISE LOCKLMH �\ HANDLE. WITH SURFACE MOUNT METALLIC DEAD-SOLT. LOCATED Zr FROM BOTTOM WTH (2) &32 x j FH MS INACTIVE LEAF: P 6S/4-LONG 18 GA STRIKE BOXTO BE FASTENED BY (2)#12.24 SCREWS 'WES' SB453 SURFACE MOUNT MANUALLY OPERATED SURFACE BOLT AT TOP AND BOTTOM. WITHH)1M-20xl4WFHMB SURFACE MOUNTMETALLIC STRIKE PLATE AT FRAME HEAD TO BE FASTENED WITH (2) 010 x MW FH SMS OPTION 4 (RIM EXIT WITH MULLION) ACTIVE LEAF: PRECISION' HC2IW RIM EXIT PANIC MECHANISM. SURFACE MOUNT LOCATED 41d14" MGM BOTTOM WITH BY (4)1&2Ux ' MW OR MS MUWON INACTIVE LEAF: PRECISION` HC2100 RIM EXR PANIC DEVICE. SURFACE MOUNT LOCATED 4141V FROM BOTTOM WITH BY (4) IW20 X I- FH MS REINFORCED MULLION: HC822 PRECISION HARDWARE REMOVABLE WITH (4)'N 20 xk MS OR IH4 x l" SMS ATTOP. } x24" SLEEVEANCHOR EMBEDDED 14" INTO CONCRETE AT BOTTOM. (2)SURFACE MOUNT METALLIC STRIKE PLATE AT HEAD TO BE FASTENED WITH (2)1M-20 FH MS OPTION 7 ACTIVE LEAF. 'PRECISION" HC2200 SURFACE VERTICAL ROD. (4)1&24 x 1-114" OH MS. LOCATED 393/4` FROM BOTTOM INACTIVE LEAF: 'IVES` SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH BOLT. TO BE FASTENED NTH (4)12 x 1-1/4" FH MS OPTION 8 ACTIVE LEAF: 'VON DUPRIN' 9847 CONCEALED VERTICAL ROD WITH PANIC DEVICE WITH (2) &32 x WB' FH MS. LOCATED 354PI- FROM BOTTOM INACTIVE LEAF: 'PRECISION' NG2800 CONCEALED VERTICAL ROD. SURFACE MOUNT TWO POINT LOCK SYSTEM WTH'PRECISION' PANIC DEVICE MATH (4)1044x 1.114". LOCATED 39-10 FROM BOTTOM OPTION 9 AU I IV E LEAF: MORMA' CL700 SURFACE MOUNT METALLIC HANDLE AT 39 TV FROM BOTTOM WITH (2) #BS6 X 3)8' PH MS AND (2) 0 X 3W FH MULTI THREAD SCREW. 'DORMM DB660 SURFACE MOUNT METALLIC DEAD BOLT AT 45 In' FROM BOTTOM WITH (Z)1/P-W X 1 51W FH MS: (2)#1"2X 2 WS' PH MS AND DIN X W FH MULTITHREAD SCREW, INACTIVE LEAF: ONE FLUSH MOUNT METALLIC STRIKE PLATE AT391W FROM BOTTOM WI RI #10 X 1- FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATE AT 45 In' FROM BOTTOM W/ (2)YS X WB' FH MULTITHREAD SCREW. `IVES" SB453 SURFACE MOUNTMANUALLY OPERATED SURFACE BOLT TO BE FASTENED WTH(4) 12 x 1-1/4'FH MS COOP. EDGE CON5TRUCTION DOUBLE DOOR LOCATED AT 9-r MAX. FROM TOP OF DOOR TO CENTER LINE OF 1 ST. HINGE AND TO BE SPACED U OUT NOT TO EXCEED 37-15/16' FROM CL TO CL OF Z m HINGE. TO BE FASTENED BY #12-24 X }" FLATHEAD Z MACHINE SCREWS. Z� B: J SINGLE DOOR w z ZD HINGES: STEEL MORTISE HINGES 4 PER LEAF. LOCATED AT 11S/4" MAX. FROM TOP OF DOOR TO Z CENTER LINE OF 1ST. HINGE. AND TO BE SPACED III ry OUT NOT TO EXCEED 25-5116"MAX. FROM CL TO CL ] OF HINGE. TO BE FASTENED BY#12-24 xf" OD FLATHEAD MACHINE SCREWS. f OPTION 10 ACTIVE LEAF: 'OORMA' CLT00 SURFACE MOUNT METALLIC HANDLEAT 3R W- FROM BOTTOM WITH (2) #8411 X WV PH MS AND (2) #8 X WB` FH MULTI THREAD SCREW. 'DORMA" DB6B0 SURFACE MOUNT METALLIC DEAD BOLT AT 45 1W FROM BOTTOM WITH (2)1/4"-20 X 1 510" FH MS: (2) 4%Q2 X 2 WW PH MS AND (2W XWB' FH MULTI THREAD SCREW. INACTIVE LEAF: `MES-F8458 RUSH MOUNT METALLIC FLUSH SOLTSAT tY AND 71- FROM BOTTOM W/ (4) 08 X WB' FH MULTI THREAD SCREW. ONE RUSH MOUNT METALLIC STRIKE PLATE AT 39IQ- FROM BOTTOM WI(2) 010 X 1' PH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATE AT 4510 FROM BOTTOM OM (2HS XWC FH MULTI THREAD SCREW. 11✓bWtF YEVI6BD saeMmTb#wn Hr rr4w. A«#k•KN. t •080 •01 Ly1rbM. qk J_ NOV 15 2017 lk V^ 1MmR �W _ MING WANC, P.E �, I I ROFIDA REGISTRATION: P,E JAIB93 ' CX9i29677 o4u rm/en o-o� j ADIO-01 9HELS 8 OF 0 C fi /X 12 'i .aj HREOW DUST BOX 18 GA DOOR FRAME JAMB AND HEAD N 36' THRESHOLD f, 5" 3G/6 1s�. THRESHOLD 9 5" 3s/e' 1E/e" OPTIONAL THRESHOLD O.177 PMLNa. OC1Wa F.DRt00NItt GA) CLOSER BOX REINFORCEMENT 1�& FA M MASONRY WIRE ANCHOR ry.6D EY .9EP%1'SLOT TIXOOOHHE40NN REINFORCEMEWFOR IVE6 SMFACE a96 HRIN9 10 GA HINGE REINFORCEMENT C4 10 Y I I R,w d K yl' v cissMXO I y! F I I. �ml.a Imw � F i v mneoA } M PMTN . moo II90&) MORTISE BOX FRIM Ge GA) REINFORCEMENT FRAME REINFORCEMENT 4 1/2" ifi `. ql o c, © C a 0 o RIMS MS Id PET LE.FI "THICK STEEL HINGE SURFACE BOLT STRIKE (OPTION AI 0 FAt010 EMA STEEL ANCHOR Fr m K61 26 IPtft �fid, IDca6uNsace i I ROLTN EWNTRIKE RFIIY➢NCEMEHT L HOLEONLLED IIIJ' .WT EGFGR FI6LSCREW 1i{ dt1iWN (i O 11-, 0.y1 J FAIND FLOOR ANCHOR ]l9'%]7W SPg59MIXtT6E 6TLKE NN � om SURFACE BOLT STRIKE (OPTION B) H 0. u Q CIM 15 Q N BGUE 1 `/d•.i� REII'hORLEMENT 19 MGGE GFLEM N LLI Z Y JJEI Q U 0n n Z ?Lu I y aa3 I ff I a� SURFACE BOLT STRIK REINFORCEMENT F iMm . STRIKE DUST BOX A LOCK EDGE T N REINFORCEMEN F ', LE DMLIED A TAPPEOFOR ORI. 11244SCREW E MORTISE LOCK EDGE REINFORCEMENT 12 GA, REINFORCEMENT PLATE RIRN 8C(RW3 FRAM SA STRIKE BOX REINFORCEMENT 2- PRECISION STEEL MULLION 24 11� a VINYL CAP Ik rlN AD1O-01 slim 7 OF R F" I a6C O'3 w' LY G a Fo of C Y �,,O .9 U oh w ?N f u Z y WN W0 ?U Z0 NSm E W y d^ u % U s U " N Xg g m9 E YN am x_ C LYo? Y v U SLOTS FOR GkR MM 8 p 4 SLOTS FOR INIEGf D TAMON.WASS �yypum"� Yp�YFFHOrFbh 0 3 - W C W 6yNY�bh dT1�79 L i _ O N �L. (S!, 1. L , a, IilalMar ACFILRIN n, COWN LOIOINOZ MEWEU AIL 0 GROUND SNOOM /IF Y s_ O 0 y � a Z GUs5ET3 RARIREJ11ISipdWN PE )75596J _ om _ iAOG CAN. APB, ei,] * gr,W ny '. � CORNER FRAME CONSTRUCTION AD10—Ol MWNI OADE COUNtt BILL OF MATERIALS ITEM PART No. MATERIAL QTY. DESCRIPTION MANUFACTURER/SUPPLIER/ REMARKS 1 - STEEL GR ST/ST AS RE➢D. FRAME HEA➢/JAMB (5-�' x 2') IB GA. <0.048MIN,) Fu= 46KSI MIN. 2 PMK2051 ALUM. 1 THRESHOL➢ PEMKO WITH VINYL INSERT 3 STEEL GR ST/ST AS REOD. DOOR PANEL 20 GA, (0.036MIN) Fu= 55 KSI MIN. 4 ➢R1010 STEEL AS REOD. MORTISE HGX REINFGRCEMENT GENSTEEL 5 P 387 - AS REOD. PEMKO 387 CLOSED CELL SPONGE WEATHERSTRlp PEMKO 6 - STEEL AS RE➢D. 2- ' x 4' 12 GA. STEEL REINFORCEMENT GENSTEEL REMOVABLE MULLION P I N HARDWARE 8 FA3ODI STEEL AS REOD. ENA ANCHOR GENSTEEL 9 SB453 AS REOD. I' SURFACE BOLT IV ES SH453 10 FR1200 STEEL AS REOD. 1-J' x 12' 16 GA. FRAME REINFORCEMENT GENSTEEL 11 FA1040 STEEL 2 FLLGR ANLHUR IH GA. (1-j' x I-j' x 4-j' LG) GENSTEEL 12 HR2000 STEEL 4 PER LEAF HINGE ➢USTBOX GENSTEEL 13 HR1030 STEEL.UO GA.) 4 PER LEAF HINGE REINFORCEMENT WELDEH TO FRAME GR DOOR GENSTEEL 14 DR1700 STEEL AS REO➢, MGRTISE LOCK EDGE REINFORCEMENT NEEDED GENSTEEL 15 FR1I00 STEEL AS REOD. ASA STRIKE HOX REINFORCEMENT GENSTEEL 16 179-454 STEEL 4 PER LEAF DOREX, HAGER k179-454-IS HINGE STANLEY 1] FA3030 STEEL AS REOD. MASONRY WIRE ANCHOR D.173 DIA. F =60 ksl 18 - STEEL AS RE➢D. 20GA. DUSTBOX GENSTEEL 19 PMK2005AT ALUM. 1 THRESHOLD. OPTION PEMKO 20 2100 ALUM. I PER LEAF DOOR SWEEP UNIQUE 21 AS7080 STEEL 1 lOGA. 2' FLAT ASTRAGAL W/ k12-14 x 7/e' SCREWS @ 12' O.C. GENSTEEL 22 375CR ALUM. 1 ASTRAGAL WITH SPONGE NEOPRENE W/ q6 xl' TEK SCREWS @ 6' O.C. PEMKO 375CR 23 PMK177A PLUM. 1 THRESHOLD PEMKO 24 VINYL. 1 VINYL LAP 25 FR1100M STEEL AS REOD. STRIKE DUST BOX GENSTEEL 26 ➢R1700M STEEL AS REOD. SURFACE BOLT STRIKE REINFORCEMENT GENSTEEL 27 DC1000 6 DR1000 STEEL AS RE➢D, CLOSER HO% REINFORCEMENT GENSTEEL 2B CH3601 STEEL 2 DOOR END CHANNEL GENSTEEL 29 STEEL AS REOD. 2' x 4 I/2' 30 GA. REINFORCEMENT GENSTEEL 30 STEEL AS REO➢. 2' x 6 3/4' 10 GA, REINFORCEMENT GENSTEEL 31 HONEYCOMB AS REOD. INSIDE OF DOOR PANEL GENSTEEL OFFICE USE ONLY: DATE FILED- _ REVISION FEE: PERMIT# IOU ag/3 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/STPE ADDRESS: 4 ►�A T o-b 313S-31 L 6 � 1 S' &rc I DETAILED DESCRIPTION OF PROJECT REVISIONS: i s `SQ win aAA � CJ�pM Wj 1 QM AJC (09; CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (' 1`7C. BUSINESS NAME: An e-\ QUALIFIERS NAME: -ya not r t -6eeY ADDRESS: 129&) `7 "1.)r'/r.r l CITY: F-�- / iC' a' e- _ STATE: PHONE (DAYTIME): -7 -7) - - i / , `) OWNER/BUILDER INFORMATION: NAME: ADDRESS-, jai' `J CITY: %,) S 1 I m 2 �. L F�_ STATE: PHONE (DAYTIME: ` ^/-c-I ' -cJ%Y i ARCHITECT/ENGINEER INFORMATION: NAME:.. _J (JI' n ADDRESS: CITY: f4-' 1 F=r l PHONE (DAYTIME): RevisedMIL Kim 06130117 File Copy ST. LUCIE CO CERT. #: �= S r.A � P. I✓iJ C.; ZIP:. Iy�:4I -C-- ZIP: FAX: i r (- h/f/ John M. Foster - Architect Member - American Institute of Architects - LEED AP January 14, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to Product Approval Affidavit - Windows Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620 vinyl frame, non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf. I have reviewed the above listed components & cladding & have approved their use in this structure. These products provide adequate resistance to wind loads & forces specified by current code provisions. If there are any questions regarding this revision, please contact me as listed above. ,�� O F• Fl O,Qi ,�P•' FO •.oy John i or - � 7—dam It LUCIE OOUITY LDP-G r!3"YMON 11EV1K%N'ED PORICOMPL NCE i1 L PE1LNHTr MUST E KEPT ON JOBS ;,� tti'�.°aC rao� 1VILL BE si<ws. . Florida Building Code Online �. 10/31/18, 4:02 AM usiness �Ol"r-ofessiona# R0§yWwlI;;; ;is 1(►i ; 5 I Product USER: Pubi yea 0d �o Produce Aonroval Mend > Product M Aualicetion Search > Awjioatlon List> Application Detail r FL #t L17355-R3 -Application Type , _ Affirmation 'Code, Version 2017 Application Status Approved' Comments Archived Approval Ic User Product. Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email .Category Subcategory Compliance, Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By om Window-Systems:Inc.. 1900 SW 44th Avenue Ocala, FL 344,74 (352) 368=6922 Ext291 jlathmp@cws:cc Kevin Pine, kpine@cws.cc Erin Koss 1900, SW 44th Ave. Ocala, FL 34474 (352)368-6922 EXt 291 ekoss@ciWs.cc Jay Lathrop 1900 SW 44th Ave. Ocala, EL 34474 (352)368-6922 EXt.291 jlathrop@tW9.cc indow� orizpntal Slider. ,, Certification Mark or Listing File COPY hags:)/}loridabuilding:orgJpr)pr_app dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY%2btGx8TDFNwhd1 KcIU4LP14KcHgrX9l1%2bug%8d"d Year 2008 2004 Page 1 of 3 C r .• r Florida Building Code Online 10131118, 4:02 AM ,a6I affirm that there are no changes IntheneW Florida Building Code which affect my products) and my products) are in compliance.. with the new Florida Bdiiding Code. Documentation from approved Evaluation. or Validation Entity C.fYes :DNo (,',N/A, Product Approval Method P Date Submitted Date,Valldated Date Pending FBC Approval Date Approved Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 - FIL i4 Model, Number or Name. Description 17355,E 7620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider, XOr Ncn-Impact.. Limits of, Use - Certification Agenry Certificate Approved for use in HVHZ:. No FL 71 355-B3,c.CAC CAR198-1315:odf Approved for use -outside HVHZ: Yes ELIZ355- R3 Cr, CA�C .CAR 136-1316 odf Impact Resistant: No FL17355 R3 C CAG CAR 188-1334.0 Design Pressure: N/A. QuaRtV Assurance Contract, Expiration Date Other Max. sizes, 74" x 63" and 74" x 72". See Installation 10116/2018 details for DPs. Glass complies with. ASTM E3300-04. Instaliatlon Instructions FL17355 R3 Ir CWS-1031A (HIS-620. XOI.odf' Verified By:. Lucas A. Tbrrfe'r PE-58201 Created by Independent Third Party: Ves Evaluation* Reports FL17355 R3 AEEvalReo CWS-1031A (H5'-629, XQ)1,Gdf Created. by Independent Third, Party: Yes 17355.2 1 HS-620 Vinyl Horizontal Slider XOX I HS-620. Vinyl Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: N/A Other: Max. size 111" x 630. XOX 1/3-1/3-1/3 and 1/4-1/2- 1/4. See Installation details for DPs. Glass complies with ASTM E1300-04, 17355t3 1 HS-620 XX NHS-620 Limits of Use Approved far use In HVHZ: No Approved for use outside HVHZ: Yes' Impact Resistant: No Design Pressure: N/A Other: Max. sizes: 74" x 63" and 74" x 72". See Installation detail for DPs. Glass. complies to: ASTM E1300-04. Horizontal Slider; )(OX,. Non -Impact. I. Agency Ce.rtificate _CAC CJ1R•Y38-1341.odP; SSAC_CAR 138-1342-12df trance Contract Expiration Date Instructions _111CW8'-1067-(HS=QO, )(OX).gdf Lucas A,Tompr PE-58201 ndependent Third Party: Yes teports AE EvalRep -W -1067 (HS-620. N ndePertde0f7hfrdParty: Yes Horizontal Slider,:XX Non, Impact., Created. by Independent ThirdParty: Yes: :e https://floridebuilding.org/prlpr app_dtl,aspx?param=wGEVXQwtDgsRyNwINWOrY%2btGx8TDFNwhGlKdUdLPi4KcHgrX917%2bug%3d%3d Page 2 of 3 HORIZONTAL SLIDER - NON -IMPACT [[[�o5aW!VID4M— • LfISS?DLO TF t/a' 1NGE IGHT 7Y MAX UNIT HEIGHT' 0 7W X MAX. SASH HEIGHT svnri GLASS Dt0 4i% TAsLEDF CQNTENTS; ,GENERAL NOTES & ELEVATIONS. ...1 DP CHARTS&GLAZING DETAIL :2 EXTRO ION38'BAM A. ANCHOR SCHEDULE & NOTES..........5' INSTALLATION DETAIL_;-.._ ... -..-_-... 6 6e Ft HI WO 3NGE IGHT MAX HEIGHT 591/1¢' r 1+I B rE HEIGHT G55U15S GLO GENERAL NOTES, 1. THE PRODUCTSHOWN HERE94 IS DESIGNED.AND MANUFACTURED 3,VI—p�syST TO COMPLYWTTH.THE FLORIDABUILDING CODE(FBC), CURRENT 1900 SW47H 4-AVE, EDITION.. OCALA. FLORIDA34474 2, GLAZING OPTIONS:{SEESHEET 21 WWW.CWS.CC 620 PVC 3. CONFIGURATIONS: 'OX' OR'XM 4. _PRESSURERATING E.SHEET 21: HORIZ. SLIDER -NEGATIVE DESIGN LOADS BASED ON. .TESTED PRESSURE AND GLASS TABLES ASTM E-130004. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER It TEST PRESSURE. AND GLASS TABLES n ASTM E-1300-04. S. ANCHOFIAGE: THEM 1,3%STRESS INCREASE HAS NOT BEEN USED N� 7,ALL.FRAMES AND VENTS .FULLY WELDED. 8. SERIES I MODEL DESIGNATION HS-620; 9. THE DESIGNATION XAND O STAND FAR THE FOLLOWING: X * OPERABLE SASH. O e FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONSIN A SIMILAR :LOCATION. �:44uzmua%r 13.EXTERNAL WEEP SLOT M6'A2-1B'LOCATED 4-1/2-FROM, BDTH ENDS _ . IN MAX:.UNIT''9011 MTG. RAIL DESIGNPRESSURE RATING IMPACT RATING- 74"x 63" NO SEE COMPARATIVE ANALYSIS CHARTS, _SHEET 2 NONE Lucas A, Tumor 2015-04.27 21:0M4:00 58201 k rC OF zz 4Y17i2015 LUCAS A. TURNER, F.I. L PE -A 58201 1239 JAB NORTH AVL. NORTH PORT.FL34268 P"1-380.1574 GENERAL NOTES AND EMK0901/14 Not. REV� CWS-1031 A SHEET' T25 1 Op 6' Unit 39112 i/e• OVERALL IM ANNEALED 1116•-AIRSPACE V9• ANNEALED SWIFLE%552OR. PURFECTGLAZEW .� SR' CUSS BITE Unit I. UnItHeipht. I —WIdM 3512 1 39112 -1 43112 1 47112 1 5112 1 5512 1 5912 63 S' OVERALL B- TEMPERED www.cws.cc /6• AIRSPACE 620 PVC V' TETHERED HORIZ. SLIDER SIKAFLEx-S520R NON' -IMPACT PUPFECTGLAZE-W - GLASS SITE C F +50/-6L3 +50/-6:L +50/-61.1-- +SD/-61.1 "+SO -5&9- +50[.535 - +49.5/-49.5 GLASS ` TYPE A. CaLASS"TYPE - _ —71W OVERALL 3/16•ANNEALED - 71W AIRSPACE 916•ANNEALED 3ffWLEXOR W 06 PURFECTGLAZE W YB"'G[AS5 BITE _.. - .. - B. 7/8•OVERALL -----3n6-TEMPEREO _ 71W AIRSPACE 3116-TEMPERED.~OEhB': SIKAFLEKS52OR PURFFOTGLAZE-W YB'41AB5 B[TE- : - ... p +50/-54.1 +50/-541 +50/-Yt:1:'.. +50/-54.1 450/-54:1 +50/-51.5 +47.6'/-47.6'. +4&2/492 +4&2/-482 I +48.2/485 1 +4&2/-4&2 1 ♦48.2/48.2 +4&2/4&2 +4S.9/-453 FT M5 -45 +45 .45 1 +45/-45 1 +45tAS 1 145 A5 1 +45/•4S +45/--05 4OPsM4J47q It,-, WDR£W . 4' 14• ���t No 'S82i11 'q S9 aTATE GF -•O +++q� qH.R�is A IWIt112011 YTORAFEW.DE3MPPBSUP6WREMALSPLrr'OWm.-XWWRH aASSIWESCORD - UNtFleipht 391/2 437/2.. 477%2 .. 51,412 5612 ... 72 50 -75 450 -5 +50 75 +50/-7S +50-5 +50/-5 +50/.75+ 4501-5 +50/`75 50/-75 v50 -5 450 •75 +50/-75' •+50/75 +50/-75 +50/-5 .15D/-5 +50/-744 501-5 ,450 -5 '450/-75 +50 =5" +SO/ 45 +50 -75 +50 '.75 -♦50 -74.9 501-75 - +50/: 5 +50/-75 +50/`5z +50`- 5 +50/•5 450/,7L9 +SO% 66.5 +50/-61.A SO/-75 +50 -75 +50 45 +50/-75 +50 d5 '+50/ 74.6 +5p -6&4 +50 -632 +SD/•5&2 01-67.9- +SO/-67S +50/ +SO/-60A +50/-S&5' NOTE, IFSIZE: TENDED ISNOTSNOWN, USE NEXT LARGER SIZE, 5 •+500 55306 „++5500-/•-50 r50/•50 +5D• /"•W .=�f '=����'I��JN= LUOASA:T ER PLPE.968201 12iRAAYE NORTH PORT. FL 34288 GPr EC GLASS TYPE D P�i.941+386`167A 1ti A INTERIOR 19m SW 44FTH AYE 1 1 tt 6 3 2 / d 11 16 OCALA. FLORICA 34474 WWW.CWS:CC 620 PVC HORZ SLIDER NON -IMPACT ft I m t Li w w m a 9 19 Iii 5 6 4 6'® 1 5 L �' O R 4 SECTION YIEW B-B 8 LL _E 0 t z ' INTERIOR o5s.0REiv . OEN �q BTATE: AF •W .4jyfl41ititt4P� g� LUCAS A. TURNEA,,� FL,REC 6@201 " - -' INOTIONRCE ENTIEW(2O MTO;PAONUNftHEIGH ... __._ _.,-... .._.__ .. _..... _. ...:ONUNITHEIOHTS ABOV1)REOUIRE_D ABOVE &?' 1zi@JAG'ASliAVt. - NORTH PORT. FL' t PN,94f+188-1s74' SECTION VIEWS I: SECTION VIEWA-A Etv11C -OsIW14 'SECTIONVIEWL-C _ ALTERNATE EINIFRAME OWS1031 A ITEMS NOT SHOWN FOR CLARITY: SHEET - �•eJo,12, 15°16.a21 1:2. 3 pF5 PVC MAIN FRAME. HA127 4 5 1 lvtc Ln6• PVC.TOP/8TM RAIL -}F6140 COFPIER WEM ALL SIDES 1:6 ��SEVIC 7(tfi' r-�- 6l18' .Ene• i xnb• v16• 115'16' LI&16'� E3 T 1S" PVC INTERLOCK RAIL -"135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING .BEAD -&8741 t I(16' 1f16^ t-tyt6"� 1916.1 151E6" 1 f 1 E67 11/II 6'. 1 t�n�j i/lB' ALUM'REINF.-S-2DO ALUM -REINF.-S-2044 ALUM REINF.-S-2GD5 AW67 TiEINF. - 5-2004 VZ6' .. 7 'II T .COVER ALUM ROLLER TRACK-$-2030. ALUM EXT.REINP.-S-2011 PVC -P-5400 NOTE;ALL EXTRUSIONS ARE ALUMINUM.0003°TS UNLESS OTHERWISE NOTED. 620 PVC HORIZ. SLIDER NOWNPACT No 58201 i STATE. OF A w MAX 4° _MAX 4• MAX w MA TN ANCHOR LAYOUT• (FLANGE( / .ANCHOR LAYOUT.. (FIN). NOTE THRU FRAME ANCHORS U Wa RAIL NOTES: 1114STALL ONEANCHOR AT EACH INSTALLATION LOCATION.;SILL ANCHOR SPACING SAME AS HEAD. _ 2.SHIM'AS BED AT EACH INSTALLATION ANCHOR USINGLOAD BEARING SHIMS` MAXALLOWABBLLESHIMSTACKTOBE174`. BE SHIMS WHERESPACE GREATER THAN 1116'IS PRESENT. LOADBEARNG SHIMS SHALL BE CONSTRUCTED OF HIGHOENSRY PLASTIOO,R,BETTER..WOQD;SHIMS ARE N ,LdtlPSS!�++�irtw. e 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHAWBEASSPECIFLFD IN THESE, ORAWRIGS, SEETABLE 1, SHEEYB. 4. ALL INSTACLATIIX4 ANCHORS MUST BEMAOEOFAfl PROTECTED WITFJ A CORROSION RESISTANT MATERUtL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W RH PRESSURE TREATED WOOD MUST JIEPROTECTE0T0 PREYENT'RFj�CT1pH. _ 5. INSTALLATION ANCHORS SHALL BEIN;ACCORDANCE WITH ANCHOR MANUFACTURER'S:INSTALLMION"INSTRUCTIONS,ANUANCHORS SHALLNOTBE.USEDINSUBSTRATES WITH STRENGI'.NS LESS THAN THE: MINIMUM SPECIFIED IN TABLE I,SHEET.6. &ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCREMCMU OPENINGS, EMBEDMENTSHALL BE BEYOND WOOOBUCKSI(FUSED; INTO SUBSTRATE -1X SUCKS ARE 'OFTIONAI;.' 7.AMINIMUMCENtER•Tb-CENnASPACINgAgN L 5W TANED BEitNEEt{ALL FASTE_N,ENS: 3'FQRN' QNR�'1 KOA'.WOOD'ANO ME'IpL LOADS`LGTHESTROCTURE. 620 PVC HORILSLIDER NON -IMPACT LUCASA..TURNEA„ AFL P -# 6MI 1238 JABARAAVk-- NOUK'PORT; FL34288 PH941-3804574 EMk OF THE REFERENCE DOCUMENTS:' JJCWS^1031 A' TYPICAL HEAD ANCHORAGE SEALANT BEHIND' FIANGEBYINSTALLEfl INSTALLATION ANCHOR SEETABLEI SEALANTBEHIND FLANGE BY INSTALLER SUBSTRATE BY I 71FKAR1221 INSTALIATIOI SEE TABLE 1 B HOR20NTALSECTION -6 TYPI0 LJAMOANCHORAOE. TABLET:APPROVEDINSTALLA7IONFASTENlA9 FRANIETYPE SUBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIWEDUE,DIST. FLANGE CONCRETE (20 KSI MN.). 3M6'TIW TAPCON 1' t•118' FLANGE HOLLOW.DR GROLIFFLLEDCMUll W POP MU) 3'10' ITW;TAPCON. r 7. _. t '.. .- I' I FLANGE. HOLLOW a GROUPFtLED CMUTASTM GBO) 3416'. ELCO ULTRACON lir "'.""'2:U2'.... FLANGE: .. 2XMN. SOUYHERNf.PtE:(G.0:55).... ... - OR ELCO ULTRACON FLANGE 2XMN..SOUTHERNPNE(C:.0.55) 410 WOOD SCREW, 1l3/e' 71S' FLANGE i6,GAUGE'.060T MN. S?EEUSTUD (33KSIYIELD MN) 010-16HILTI.ISWM-FI.EX081W ILLIN TENS SELF-ORGECREW 'FULLTHREAO THIRD 0:0ED" 7l16' FLANGE 1/0`ALUM.(6091d5,MNJ OR 178'SjEEL FYJ KSI MIN.! f10 GRADE 5 SELF -TAPPING/ DRILLNGSCREW FUU-THREAD T41FIJ 125' T/i6` FN' ".. 2XMN.'SOUTHERN PNE(G'0.55) 1910 WOOD SCREW -" 1.1/2' PY OTHERS UYOTABLE BSTRAT t CHOR¢ONTALSECTIDIJ 6 TYPIDAND SMICHORAGE HEADANDSILL SIMIIAR FOR FIN INSTALLATION NOTE ADDITIONAL THRL4FRAME ANCHORS SEE SHEET 5 ANSHOWN CHOR LAYOUT. MfG RAH, BOX INSTALLATION FLANGE REMOVAL'NOTE PARTIALLX.OR�FULLY, REMOVING THE FLANGE, UPTO AND WCLUDINGABOkMWEAPPLICATION IS ACCEPTABLE PROVIDED - ,.MIN. t/4` FILLET OF CONSTROCTIONGRADEADHESIVE CAULK IS APPLIED INSIDEAND OUT, FULL'PERIMETER, BY INSTALLER. -PRODUCTANCHORAGE'IS IN ACCORDANCE W IDf,REQUIREMENTS AS S`HPW14 FOR.FLANGE WINDOWS, 620 PVC HORIZ. SLIDER NON -IMPACT 'No 58201 STATE OF LUCAS'ti TURNER, 'FL PEt 58201- 123SJABARAAVE. .NORTH PORT, FL 3428E PH. 941380-1574 INSTALLATION DETAILS EMK 09/23114 CWS-1031 A SHEET 1.2 BQFD 4 . -e OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE PERMIT # 1 O✓ 1 ' O� I RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT 11'' I f ' I REVISIONS:`QA..An ( _1 ..A_ _, 9\,,1/ A4-AAAm Ak AAO- .�1J CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: o_�< BUSINESS NAME: 7�C1 n QUALIFIERS NAME: ADDRESS:, CITY: STATE: DUAMD RlAVTU1 P)- -17 1 - C'.Jx- 7 OWNER/BUILDER INFORMATION: NAME: ADDRESS: '. 7 = 5 CITY: IA) e 5-I PC [ PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: /-� % i , r�' _ STATE: PHONE(DAYTIME): 77,�-3'?U-lgb,y ST. LUCIE CO CERT. #: FAX: ZIP: FAX: Lir�J- G�tI/�D`.a,�l SLCCC.- 9123109 REV' S Revised 0616/3011/17 File C.°py John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to window buck installation: Details "B" & "E", SheetA-5. January 10, 2019 PT U4 window bucks may be installed with hardened cut nails. Note that subsequent window installation will be thru-fastened directly to the concrete head and jambs. If there are any questions regarding thlS revision, please contact me as listed above. OF F LU.N `�. FOST , r g11 WOO �0; C D ^ri4("J ST. LI;CIE L^"rY Bi'ILDTP:G rPF`'a^N RF:VIF.11'ED FOR MPLJ81, C T REVIER D B ' ��Q11IL`J✓ DATE PLAN A PER\IIT MUST E KEPT ON JOB O„;�O:NSPECTION WILLBE,MADE. s File COPY- John M. Foster - Architect Member - American Institute of Architects - LEED AP January 10, 2019 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 23 3135 — 3145 Illusion Circle Permit # 1807-0813 Revision to window buck installation: Details "B" & "E", Sheet A-5. PT 1 x4 window bucks may be installed with hardened cut nails. Note that subsequent window installation will be thru-fastened directly to the concrete head and jambs. If there are any questions regarding thlS revision, please contact me as listed above. 1 1 -' • �: A 1 , is 6511 SST E RE�afi File Copy