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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # % nR?1% RECEIPT # PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING & CODE REGULATION DIVISION BY 2300 VIRGINIA AVENUE St. Lucie County FORT PIERCE, FL 34982-5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: LM' _J)S BUSINESS NAME: �( )rP QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): `77� 5�!I_!l OWNER/BUILDER INFORMATION: CITY: PHONE(DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: sJ ADDRESS: CITY: PHONE(j ST. I CO CERT. #: ZIP: rya rs, w ra Revised 06130117 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 3121 — 3131 Illusion Circle Permit # 1807-0807 Revision to Sheet TH-1" Dimensions shown on Sheet FH-1 for location and clearances of lavatory and water closet have been revised. Joh„ M. r PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor spaAlf spaces adjoining RANGES9 COOKTOPS9 AND SINKS at each fixture accessible route and appliance into kitchen Unless knee space is provided, space to execute a required at sinparallel approach must be provided at ranges, base cabinets removable) cooktops, and sinks. The clear floor space in this parallel orientation allows the wheelchair user to make a close side approach permitting safer and o easier reach to controls and cooking surfaces. A forward approach, on the other hand, is difficult i and unsafe, especially when controls are located at a O O the back, because it requires seated users to lean OO forward over their feet and knees to reach not only ° 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 7.4 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 OFFICE USE ONLY; DATE FILED: r.'�7� REVISION FEE: /S-0 to PERMIT # �/ - OaIJ� RECEIPT# AtV /7Ln. PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMI,, ■■ ``T PROJECT INFORMATION w LOCATION/STPE ADDRESS: 3121 - 31 SION DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ('_F7C (� ` 7: li.�? 'S ST. LUCIE CO CERT. 9: BUSINESSNAME: QUALIFIERS NAME: ADDRESS:. CITY:f 9 iL STATE: 19::�C_ - PHONE (DAYTIME): -77. 2 - c -51;Y- II ;(; FAX: ONVNERIBUILDER INFORMATION: NAME: ADDRESS:..;1%� 1 CITY: / % ? e 5-1 I-ct ( in�)� he a (_ h STATE: PHONE (DAYTIME: ` --I/- «al i ARCHITECTIENGINEER INFORMATION: NAME: v.ti (.;�}(l ADDRESS: CITY: /="-- STATE: PHONE (DAYTIME): 7 7 i' 7e - c 44L,�:I- SLCCC: 9123109 Revised 06130717 FAX: r"ICI APR 4 2019 Permitting Department St. Lucie County, FL John M. Foster - Architect Member - American Institute of Architects - LEED AP March 28, 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 24 Hpressure7rat COUNT`( EVIEW 3121 — 3131 Illusion Circle -0ge7 Permit # 1807-0807 Revision to Florida Product Approval for fire rated entry doorJ Daybar Industries LTD, series "LS-18" Outswing CommercialUcaaae I or Stainless) Doors with 16 gage Frames, door panel may bt #er I Schlage "Steelcraft" units presently shown on the i-pI ns. Door panel and frame shall be prepared to receive a UL tr�d or closer. Per NOA 17-0829.08, this door & frame has a de rat ng 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. Jo MIAMI•DADE n I&MI-DADE COUNT T PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADbI1NISIRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) "mmismid ade.eovlernn amv Daybar Industries Limited 50 West Drive Brampton, Ontario, CanadiiL6T2J4 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 (AHI). 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 AIU 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 ofthe applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "L3.18" Outswing Commercial Steel (Galvanneal or Stainless) Doors w/ 16 ga Frames & w/wo Panic Exit Device-LM Impact APPROVAL DOCUMENT: Drawling No 17-086 Rev1 (former#15-050 Rev 1), titled "Double & Single LSl8 Outswing Commercial Galvanneal or Stainless Steel Doors w/ Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco lnc, dated 07/21/17, signed and sealed by Walter A. Tillit Jr. , P. £., bearing the Miami -Dade Countv Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure Ratings in sheets 2 3 and 3A. 2. Lexan vision lites are limited per sheet B. 3. Min edge distance required for ITW 3/16" Tapcon (item #22) is 2-5/8" and for Power 5/16-19 caulk -in anchor is ■ 3-3N'. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Brampton, Ontario and series and following statement "Miami -Dade County Product Control Approved", noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERADNATION of this NOA will occur after the expiration date or if there has been aevision or change in the materials, use, and/or manufacture ofthe 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 ofthe Building Official. This NOA revises NOA 416-0330.11 and consists of this page 1 and evidence pages E-I & E-2, as well as ro al document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chand $ l 6Z 2t N O9 lib8202t MIAMF�ADE CDUNi'C � !�t • , , �� L•�,4 ; r, ua46nDaYn `iPvtt�Dateuo'veinbe�4�,21. \,�`\� ) 5I5ar 1 \IN Z,d d90:90'66 9t J8A Dayba Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's parts and sections drawings (see reference below). 2. Drawing No 15-050 (former #12-010 Rev 1), titled "Double & Single LS18 Outswing Commercial Galvanueal or Stainless Steel Doors w/ Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dtd 03/27/15, signed & sealed by Walter A. Tillit Jr. , P. E. Note: This revision is FBC 2014 with no change. B. TESTS(submitted under file 416-0330.11) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 (except sp# 7 louver) 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 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of double outswing steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA 3079W dated 02/20/16, signed and sealed by Ramesh Patel, P.E. Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Testing Laboratory, LLC, Test Report No.RTL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1, 2, 3, 7 & 7EMB, signed and sealed by Vinu J. Abraham, P.E. Submitted under files #15-0427.02/912-0216.08/4 10- 0217.051#09-0323.21) Original test conducted per SFBC PA 201, 202 and 203-94 Note: The above test report has been revised with addendum letters dated Dec 16, 2004 and a revised marked -up drawing issued on 12-15-2004 by Fenestration testing lab, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS (submitted under file 4#15-0427.02) I. Anchor Verification Calculations, complying w/ FBC-2014, dated 12-02-15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Tensile Test report No. Job#0279-0719 03, dated March 02, 2004, issued by Q C Metallurgical, Inc, per ASTME-8, signed & sealed by Frank E. Grate, P.E.(transferred from file # 10-0217.05) 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product, LLC (Former Apache Products Company) for "BPS -Expanded Polystyrene Insulation", expiring on 01/11/17. 3. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastic US, LLc (Former G.E. Plastic) for "Lexan Sheet Product", expiring on 0711712018. F. STATEMENTS 1. Statement letter of compliance to FBC-2014, dated APR 07, 2015, issued by Tiiteco Inc., signed and sealed by Walter A. Tillit Jr., P. E. (submitted under file 9#15-0427.02) 2. Facsimile correspondence did Nov. 14, 2005 from DAYBAR, requesting substitution of Stainless Steel in lieu of Galvarroeal Steel & BCCO response dated 11/23/05. JShaq L Chanda, P.E. Product Control Examiner NOA No. 17-0929.08 Expiration Date: April07,2021 E-I Approval Date: November 22, 2017 g'd d40:90'66 2l JBA NOTICE OF ACCEPTANCE: EVIDENCE SUBMITi'ED G. OTHER 1. This ATOA renews NOA 915-0427.02, expiring 04/07/21. 2. Verification test proposal approved by RER dated 04/07115. 3. Manufacturen.,Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Manufacnuing, N. Key Largo, USA, signed by Mark Dodson and David Ball, respective officials of the companies. 2. New Evidence submitted A. DRAWINGS 1. Drawing No 17-086 Revl (former #15-050 Rev 1), titled "Double & Single LS18 Outswing Commercial Galvanueal or Stainless Steel Doors w/ Sades"AS"16 ga Steel frames", sheets I through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated 07/21/17, signed and sealed by Walter A. Tillit Jr., P. E. Note: This revision consist of general notes41, 4, 5 and 12 changes, in compliance ofFBC 2017 edition. B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1129.05 issued to Dyplast Product, LLC (Former Apache Products Company) for "E and R Board Expanded Polystyrene Rigid Foam Insulation", expiring on 01:11/22. F. STATEMENTS 1. Statement letters of conformance to FBC 2017(6th Edition), prepared by Tilteco Inc., dated 07/21/17, signed & sealed by Walter A. 'IIM Jr., P. E. 2. Statement letter of general notes revision only, in compliance with FBC 2017 edition, prepared by Tilteco Inc., dated 07/21/17, signed & sealed by Walter A. Tillit Jr., P. E. G. OTHER L This NOA revises NOA t116-033o.11, expiring 04/07/2021 lstikq }. zji;t" F Ishaq I. Caands, P.E. Product Control Examiner NOA No.17-0629.08 Expiration Date: April07,2021 E-2 Approval Date: November 22, 2017 yd d90:90'66 9L JBW SMETS CONTENT;, SHEET#1 INDEX, COVER SHEET & GENERAL NOTES SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. SHEET 03 ASSEMBLY ELEVATIONS No 7, 7-EMB. SI ILET #3A MAX. DESIGN PRESSURE RATING (pst.) SCHEDULE. SHEET #4 OPTIONAL EMOOSSED DOOR SHEET CONFIGURATIONS. SHEET #5 HORIZONTAL SECTIONS A -A & B- B. SHEET #6 HORIZONTAL SECTIONS C-C & C'-C'. SHEET N7 VERTICAL SECTIONS D-D, E. F. G. H. I AND HORIZONTAL SECTION J-J SHEET #8 DAYBAR & AIR LOUVERS VISION LITE DETAILS. SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL SHEET #10 TYPICAL DOOR SECTION, "Z" ASIRAGAL & ASA STRIKE REINFORCING SHEET //11 MULLION INSTALLATION DETAILS, SHEET /M' SURFACE DOLT INSTALLATION AND DETAILS. SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL OLIAIL. DOOR SURFACE CLOSER REINFORCEMENT DETAIL. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY, SHFET #14 DOOR SNAP IN TOP CAP DETAILS. SHEET #15 HINGE BAR REINFORCING FOR DOOR. ANSI #A115.1 #86 MORTISE LOCK/RIM PANIC REINFORCING DOOR SURFACE BOLT REINFORCING DETAIL. SHEET #16 9161 CYLINDRICAL LOCK AND DEAD BOLT RFINFORCEMENT DETAIL, SHEET #17 ANCHOR DETAILS. SHEET #18 ANCHOR SCHEDULE. WIRE ANCHOR DETAIL. 2 PIECE COMBINATION STUD ANCHOR DETAIL EMA BUTTERFLY ANCHOR DETAIL. SHEET #19 BILL OF MATERIALS. � eRaMX:ERBVryEp EaW.2OMIWNtM FMHAb hl. O 2 Dx Ped4 FTHIS DRAWING SHALL ONLY BE USED TO O6TA/N PLRUITS IN THE STATE OF FLORIVA GENERAL NOTES AND 0 ('ATIOQ[§A 1. COUBLE,& SINGLE SERIES LSiB FLUSH/ENDOSIED OH WNC COMUFROAL SiEEk DOOR µ/S(AIC3 'AS' FIME, SHCON ON THIS FROMM APPROVAL 0,,ImMT (PAD.) HAS BE_'�N VENRED FOR CODE COMPIMNCE IN ACCDRDANCE WITH THE 2017 (6IA FnrCH) OF THE FLURIOA BUILDING COOS. DOOR WAY BE INSTALLED AT HIGH VETOCOY HURRICANE ZONES DFSN:N MAD LOADS SHALL BE DLIERUNED AS PCR MGEONS "ZDCF THE MME McIMONEO CODE, LILNG ASCE 7-10 AND SHALL NOF EXCEED ME AMMUM (A5.0.) 0=4 PRESSURE UVNCf INDCATED ON&IMES 2, 3 Ac X IN C.NOM TO VE9Y THE ABOVE CONOMON, ULENATE DESIGN WINO LOADS OETRMWD PER ASCE 7-10 BPNLL BE FIRST REDUCED TO AS-D. DESIGN WIND LOADS W MIRAIPLWND THEM BY 0.8 IN ORDER TO COMPERE IHESE W/ MAX. (&S.O-) MEICH PRESSURE RA1610S INDICATED ON SHEETS 2. 3 & X MIS DUOR'U AD[OUACY FOR WINO MID IMPACT LOAD HAS ECEN 11,,9 0 IN ACCOE M_ M SIE mN 1626 or THE ABOVE MM EBM CODE AS PER PRCGCCOLS TAS-201. TAS-202. TAS-203 AS PER HT. IAM REPORT $0270-0710-M CODE. AND AS PER SUBMITTED STRUCNRAL CALOUTATIQNS, PFAFORAM AS PER SECTION 1616 Or ME FLORIN SUMINO 2. ALL COMPDNENTS SHALL BE AS SPECIED ON APPUCMUE DETAIL SHEETS AND AT RM OF PIATERv s (SHEET 19) OF THIS DRAWNG. 3. COMPURME 0f EGRET / ESCAPE REOUIRFMFATS OF THESE DOpRL PER FHC TO BE p,MEANM , BUNDINO OFFICIALS ON A USE -BY -GLEE OA56. 4. AU- scVvAs USED MSMILY SERIES OR COBAUSIONERCCGMT 000ATE0 BONS (STEEL AS PER WN SEDTO B8 WWEIT Sip "I YIELD POW ME 01 kn iEN51IE STRENGTH & SHALL CGNPLY W/ FLORIDA BUILDNO CCOE SECTION 7A11.3, 4. 6. ALL wMoNG TO CONFORN W/AMEPIN WROIN6 SOCIETY AW.S. RILE Mo 0-19.0 RCcu,,➢o s VIM EUDZX ELEGIRODES. FOR GAVMNFA. MATERIAL AND W/AVEIBCM WELDING SWIM AWE. D.I.6 SIDILAilON6 W/ E-3OB REDTRMES (MI Ok..T) MR SEAINLMS STEEL MATERIAL 6. ALL ANCHORS FOR DOOR ITANE CONNECMNLS TO EAR'NNG SMICILIRE SHALL BE AS SPMETED ON SHEET 17 OF THIS DRAWNC. MAXIMUM ANCHORS SPKINT.S LULL BE AS PER EDHEOULC ON SHUT 16 MD EIEVAMNS ON SHEETS 2 & 3 OF MIS DRAMAS. SEE SHE" 2, 3 & 7 FOR THIMOLD ANCHORS, AND SHEERER 11 FOR MUWON ANCHORS. 7. PROVIDE UM. LOAD BVRINO SHIM SPM.E AS INDICATED ON SHEETS 5, D. 7 & 17 OF is. 8. M6 D= MLL NOT R O IRE AftURMCASL PROTFCROA OEL h B. ROSE 1% AESWFUES ME APPRO&U FOR WATER AND NR LYRLMAEON M PER TESTING INDICATED ON NOTE 1, MO SHALL BE UNIMD Iu DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 3 & 3A ID. PRINCE SPECIFIED SEAJWT AT ALL DOOR FE ME. MRESHOLD AND MON LRE COUMNEI UIGEC 10 OR THIS DMWNO. PROVDE NFORNATEMIS N FORDROM A SITE SPECIFICPiNl Er R); �wWHERE MEHSITCw OWIM 9 DFmT[ Pit.. EiE PAO. (B) CONTRACTOR TO BE RESPONEBq FOR ME SELECTION. PI E"sE AND INBIALUDGN INCLUDING UTS SAFETY OF MIS PRODUCT, BASED ON THIS PAO. PRONDEO IS/SHE DOES NOT CUIWDONS MIDFNATE PROD THE OEEALCD ON S DOCUATO, CUNSR6)CRON SAFETY AT SE 5 THE C,ONMACTON'S RES- MU ME (c) T PRODUCE APFROVA OOCUMNT (P.A.DJ WILL BE CONSUEFLD INVALID IF µTERM OF MY UEAM (d) ORMNA DPAO SILUL BEAN THE DATE, SEA. MO SIGNATURE OF ME PROFESSIONAL ENGINEER OF RFCORO MAT . NABUFACTVNFXS LAM SILUL BE 16CATED CN A READILY MB(E LOCATION NNICT W ACCORDANCE EBB SECTION 17015 OF ME FLORIDA BUILDING COOS on SHALL a PIACM FOR EVERY OPR:NO. FLOREA HUR ONG CODE (HIGH VIMMITY HURRICANE 0) 0 0 a or K� MAN. ASA UfsIG! PRESSURE MTQIGS OITSVpIG LNC1E 6 =C VON RUPRIN RIM PAMC ➢EVI(EA FSLt1IIVE ,Tp PST NEWR -65 PSF ASSEMBLY ELEVATIONS # 1 2 & SEE SECTIONS ON SHEETS 5, 6 & 7 - SEE SHEET 3A FOR MAXIMUM A.S.D. DESIG SCHEDULE FOR ASSEMBLY COMBINATIONS. OD 0 a m El DETAIL III/9 EA 919Ey � ��36• NAIf. ➢➢9R VI W 4 I4 4 I n as : 1 4 3 �' N � 4 8, V"00 J IN 3. 4 IG IJ I I _�9IM 9c Nn% H nNn Rrgp IN IpING aNA mET tln4H). TCII-u r I HS._���N�gI�L � j�J-9 cFRICC ➢EAn Bd T 1/?• HRfrFR NppFL p gglp)q STFFI ALTL HINIF_ �V C�F]=I • �•�pNOrn PO T<1vREN tR !1➢N L n I I " • '- � I - g (h9Ar)—��_S_--_ EynR PAT4'R. FLU <iR4[ �Y a14R 1OfllIVFR;. IN[`dV/11/ • IF%AN fl B2WG SfT !u InV ^ qry! VISf6V LITF yl ad%g fhAN rye TN. ar pOV R 95c •ciRllrillRsl <➢m�i -IIJ/ELx 11 I/N• nppR CL:-flpr NnflHGV IT (9 a/419 '1q' nl n �L tWISVllIG S� E ➢01¢¢5 V�IrnGU�SUgiT'A�C[ HOLTS) PGSITIVE a r5 r NEGATIVE sa33 PyT• ASSEMBLY ELEVAT -EMB SEE SECTIONS ON SHEET 7 - SEE SHEET 3A FOR MAXIMUM A,S.D, DESIGN PRESSURE RATING SCHEDULE FOR ASSEMBLY COMBINATIONS. 9• 1. mx N nA%.. E/19 IYIOWC(pl;yiHM6 n n. -o .ag S I,Z1 la• ➢.c. NAz �1 �r- NAX, wsD, DESIGN PRESSURE RITINGS (DUTSWING SWG.E ➢➢pqS V[THdli SIAFACE HGLTS) PGSRIVE a65 PSi' NEGATIVE -oa PSE FLOHIOA BUSDM (MON VELDrm ED 0 ul O 4 v v V MAX, A.S.D. DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES 41 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE )K ITEM (SEE SHEET l9) ANCHOR SPECIFICATIONS AT JAMBS SE ASSEMBLY 81 (SEE SHEET 2) ASSEMBLY D2 (SEE SHEET 2) ASSEMBLY #3 (SEE SHEET 2) ASSEMBLY k7 (SEE SHEET 3) ASSEMBLY #7-CMB (SEE SHEET 3) 6 0.157" DIA.x9 1/2' LONG WIRE ANCHOR (SEE DETAIL 21/17) 2 PIECE COMBINATION STUB ANCHOR (SEE DETAIL 20/17) +70, -65 +65, -65 r65, -65 +65, -65 r65, -65 +65, -65 +65, -53.3 +65, -53.3 +65, -53,3 +63, -53.3 7 B EXISTING MASONRY ANCHOR & EPA, (SEE DETAIL 22/17) r65, -65 +65, -65 +65, -65 +65, -53.3 +GS, -53.3 9 EXISTING WOOD BUCK ANCHOR V/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) +65, -65 +65, -65 +65, -65 +65, -53.3 +65, -53.3 gA EXISTING WOOD BUCK ANCHOR W/ STEEL CARRIAGE H DLT & E,MA, (SEE DETAIL 22B/17) +65, -65 +65. -65 +65, -65 +65, -53.3 +65, -53.3 9B CHANNEL IRON THROUGH BOLTING W/3/8' x 3 1/2" STEEL FLAT HEAD MACHINE SCREW & E,M.A. <SEE DETAIL 23A/V) +65, -53.3 +65, -53.3 +63, -53.3 +65, -53.3 +65, -53.3 9C CHANNEL IRON W/3/8- SDTCH WFn (SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -533 +65, -53,3 +6s. -911 1. FOR SINGLE B, DOUBLE DOORS INSTALLED AT WOOD FRAME. BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7. 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H. SHEET 7 B DETAIL 23B ON SHEET 17. 3. FOR SINGLE 5 DOUBIE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, BOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. A. ��DDEgtnM165byi M L nT-OYL9.o8 WY m BLOMOA DunDM CODE (8w11 VELCWY DOA1nrx1E 7a (l�4a1 OOUBIf f SIITLS SE1XE3 I,5(8 OV1511'IXG L°blFry[ILL WIYINNJL O4 SSIINIrSS SI61 WO2 W/ 9I®E9 '15' 16 E1C! 04Yµryc(1, minx er _ Ol, 51+pQC.S qt(a IIIA,IE RIGI, IYpSSED R 4LIID lS$Ng11(S SL• O 1ae. DAYBRR INDUSTRIES LTD b,m rtn4 wllJl mn"� �'! CGeIAO L4Y/IYY ,Y m,iea w 00 0 ul 6 0) s MAX. DOOR WIDTI{ (SEE SHEETS (2 & 3) 230 MAX. DOOR WIDTH 40 0 MAX. DOOR WIDTH MAX. DOOR WIDTH (SEE SHEETS (2 & 3) (SEE SHEETS <2 6 3) (SEE SHEETS (2 &I 3) a� R10.8/5 �_ ol- J ® ® _� IJ�J 120 2 0 wN 1.969 �oOOo-' 37.125 ua 210 ~� y 45.04dA i N W N � m ®® 130 Qw 0� F Ty I.jN a❑ O 0 W f�w 3.510 zy [j w Ay 6500 q"ty o� <W aw xnx `d.0� 2LSOp w s ISJ50 20.250 y 13.0 I Q w 13.0 I I I L 59.O9.0 � -H� 4-- 9.0 17.5 — I 5,0 23.0 I I �.IT�T �9.0 H 9.0 MAX. DOOR WIDTH MAX. DOOR WIDTH 5.0- LL4 (SEE SHEETS (2 6 3) 1937 (SEE SHEETS (2 & 3) MAX, DOOR WIDTH MA%, DOOR WIDTH (SEE SHEETS (2 & 3) —� (SEE SHEETS (2 6 3) " --- 250 562 T 7�813 30,195--- I 13.0 ®® 806���2t9,5626511 _4S aw �11.937 34.Ofi2 13,0 ti � we as 19�ODCCf¢ I 1 I ngeAwh .0 99.01— S.o E if OPTIONAL EMBOSSED DOOR S A� A 6T1 GURATION N OTE : NO.aM1iG� t avn�ec way) DOORS PERMITTED IN � .1 a IGLES 6 PAIRS L]MITED TO ➢ESIGN-.pRESSURES NOTED FOR EALH ASSEMBLY 'LMe 65.0 4- 37.0 L95.500 7.. .b.500 1 7 21.5 1 P3 --1 FIDx 801U)NO CODE (RD VRMN DOUBLE RUV OF IS ij SEE SHEET 11 p]' SNS SCREVS FROM / I ➢ AND 4• Or. ®V/ I INTERIOR 'QW(SEE DETAIL 21/17) 0.120' 0,125 —48' MAX. DnnR WIDTH- 100' MAX, FRAME WIDTH• — SECTION A -A SCALES 3/I6'•1' MAX. SHIM q-V/ DOUBLE ROW OF INTERIOR ///--- 12' SMS SCREVS 01' FROM ./ EAEM END AND 4' D.C. 0 V/ O7 / A F—© are SHEEI 10) NOTCH IMNESHOLD EA. SIUE TO ®SUIT JAMBS, SEAL JOINT WITH 6E SILICONE 11 CLEAR SEALANT SURFACE APPLIED WCATIIER STRIP 1 DOOR NOTCH THRESHOLD EA SIDE TO SUIT JAMBS, SEAL JOINT VITN ® nE SILICONE 11 CLEAR SEALANT EAPPLIED WEATHER SURFACE STRIP 1 DETAIL 22n7) � EXTERIOR 0.125 0425' 48' MAX. DnOR WIDTH - 48' MAX DOOR WIDTH— WD' MAX, FRAME WIDTH -- SECTION 3-B SCALE, 3/1E'•1! FLORIDA BuMMR RROWC(pry� bdawid'V�wWYe}y�e c.y ft-jzs_'os HURRICANE Zoo 'ei wuu rr Ic DAYDAR INDUSTRIES LTD j°'/=I/" 04JmE b �m am a asm a O EACH (SEE©H ET Q or @ (SEE SHEET 17) OF @I' FROM MAX. DOOR INTERIOR ®w/� r(2 (SEE SHEET 1D) EXTERIOR MAX, FRAME WIDTH SECTI___pN C—C SCALE, 3/161=r No. NOTCH THRESHOLD EA. SIDE TO SUIT JANDS, SEAL JOINT WITH ®9 GE SILICONE lI CLEAR SEALANT WEATD-1— WE STRIPE➢ \HEATHER SPRIT 1 ---48' MAX, DOOR SHFFT 173 BUIIDINa CgoE (HIGH VELOC6Y BUR➢rmE 7nl S"l SF u LiI- p lm a C °°@y[ as srux m mrt omq w/ s0'.[S -" w m =V.UL ox au¢B siC¢ YYUSSED � CLIaI LSY191S9 Ay LL' YHAR INDUSTRIES LTD u as emc M, aan 17-086 wivao r ax¢r a ar! CONCRETE REO'➢, Ql AT ASSEMBLY 41 a _ VAL MIN. GYPSUM WALL vl N BOARDDUROR o PLYWOOD SHEATH a � t SEE MULLION INSTALLATION SHEET g [ ti 'E o W Q 8fY0N0 L x t W Q 4 II X f 2 Jr•'.p��%t CONTINUES sSAM AS SECTION (AT BOTTOM SECTION E SCALES 3/16'=1' .x9. SA V/ DOUBLE ROW OF NOTCH THRESHOLD EA. SIDE IU .ATE xl/2' SDS SCRCWS R I' SUIT JAMBS, SEAL JOINT WITH M 1/4' MAX I FROM EACH END AND 4' O. C. '♦J9 GL SILICONE !I CLEAR SEALANT SHIN ®W/ (5-/I l(D-7 INTERIOR SURFACE MMJEB WEATHER STRIP — STRUCTURAL STEEL 91DETAIL 23A/17 Lall EHlunl cj CHANNEL WITH 3/B' ©DETAIL 23B/17-- MIN, THII WEH -0' 25' 0,125 36'MAX. DOOR WIDTH 40 40' MAX, FRAME WIDTN— SECTIUN J-j STRUCTURAL UCTUR L SSIT(EEL • �ARRYTOBq LR MEMBER AT HEADER NUST DE DESIGNED TO SCALE. 3/16'=t' l & BE REVIEWED BY BUILDING OFFICIAL - -Q- 20 7711�771 4L RNNEL 0 THICK N G: x ,IL w LINERSA OURE CONCF .,MAX. ) 2® GE SILICLNE fi J��/N'o rvCOB]'CLEAR REDUI SECTION GPO SEALANTREx, r ERA.7, ' sECTION ll-D SINGLE uy�P'VCEN..... • DOUR DOES NOT ➢• H LLIDN LAIL'II ONTO i f ti, REINFORCED !! N0. SCALE 3n6'=1- CONI INUES SAME IT AS SECTION I ' (AT BOTTOM) SECTI� 0 S�ONALEN,AIj1 SCALE, 3/l6'.Y 20 ILTS � 1 x % W :r Q S @ 10'.:... of PO . MAX. • .'-• co RE SECTION I SECTION F ACHIM BUILDING CODE (BIGN tl➢RRICANE ZONI ^n ^^'^K RiNmvm omumt S�MIX smn "'WWN9 W..0 RLLY..xMAL aA 9L"un um 900R gam 1! 9NC ALLVWx41 OR :fAml >�6 LLLEC O ,n NAY¢ NUY'1 WY133d 4L159 .UYYOYLS - LY. IC DAYDAR INDUSTRIES LTD ' RN64 N%LG}/M] .4� n rt. YMC�1.11 vTp. M1E m'°O 17-006 our9 w 916T) V19 097 I 1 '623 395 .623 20 GAGE ry EXTERIOR -. n �R.046 DETAIL D DETAIL D1 ry n N • I.063 •J.OG3 1,757 I.S. DIM 1.75 GE S 1L7 CONT..yl CONE IITERIORCLEAR SEALANTALL AROUNDEXTERIOR1/2" x 5/8"20 GALVANIZED COLDSTEEL GLASS S112" x 5/8" 2GALVANIZED COL. STEEL GLAZING BEI- - -R go I t SCREWS MATERIAL SPECIFICATIONS: 'ER LITE 20 GAGE CRS FRAME W/ A MINERAL BRONZE BAKED ON POWDER COAT, 29 CONT. 1/2" THICK GE SILICONE II IABIC LEXAN CLEAR SEALANT SHEET ALL AROUND EACH SIDE .70 7' x 22' KIT - E VATION Ll I_ o _ INTERIOR 1 B DOOR ggCy S 10 1/2"THICK A8XILLIPSH Y' I7 ABIH LEXAN DS.M.S.CUTOUT PER LETS SHEET HD S.M.. @ .63A.06 EXTERIOR PER KIT ELEVATION SEE ELEVATION FOR MAX. ^�� 3D RATING ON SHEET2&3 995 DOWIC LEXAN A.S.D. DESIGN PRESSURE CORNINSTRUCTURAL III 'LAZING TIFTA " .rvi ,�, I n SILICONE SEALANT, I I I I I I I ALL AROUND EACH SIDE SEE ELEVATION FOR MAX. A.S.D. DESIGN PRESSURE 31 31 RATENG ON SHEET 2 & 3 .ioaayabcryyes dac.4'M a.aay, 12' x 12' KIT - ELEVATION VLF-EZ-IG VI ION LIT SS I 2— XAN GLAZED L� O - Y AIR LOUVERS, INC. MANUFACTURED 1 NO 44167 BY BAYBAR 1N➢USTRIES, LTD, 3 �'�(�, as GE LEXAN GLAZING DETAIL HUIWINO CODC (HIMi VE=lw RiMR E ZO1 M= SrRI[S 10 Oul o W.Y AS' : vmawRdrt mlv & ue YO�M6nt":ovW AR INDUSTRIES "n5 aeM ,nLTD 17n-0c'78 uawR axtn R m, D, Co 0 L3= MATERIAL- GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL OR STAINLESS ATTAMED W/(2) LONG MIC WELDS ONE/END, MgTERIALi �N+ e GAUGE STEELGALVANNEAL OR uuv STAINLESS STFFI Q ® 41/2' FRAME DO R HING RLjb[LURGINCj DETAIL L DIE MITERED CORNER CANT. WELDED INSIDE FACES 6 AT RETURNS 2. CAULK COMPL INSIDE CORNER VITM GE SILICONE 11 DETAIL 16 TYPICAL WELDED CORN R © �Y: G1 ■v O .-21z}�Lka aG T• amo 1 UD D ALUMINUM R .SH LD NGP #95ONA 9S OAYp 4v90 O.0)Ao-I- 0 0 MATERtYM60bLo. EAM AUEpv MINMUM L�.g GALVAHNALCOR STAINLESS STEEL Q5 4 7/8' STRIKE REINFORCEMENT FT1R FRAME DETAIL ATTACHED V/(4) 3/16' 0 PROJECTION VELDS ATIACMC➢ TO STRIKE JAMB V/ (3) 1/B' 0 PROJECTION MELDS. MOUND CODE mwwCrktV �-.,bbn kL rbft AasW�sNe l7.oP29.oA P•'Mi�Ab�y7��� 0 Cn Lam. / V/ (27x19x1' W/ FH SDS SPACE➢;L875 ERIOAS PER ISOMETRICDEiAIL 379 GASKET NGX104 R OR5'82-3/1' DEAD IR E➢GES SEE BILL€�IF STRIKE IN 2' BEVEL MATERIAL SFCTIDN THRU ASTRAGA AT -MALE DOOR STRIKE 0593 4-- -I 0 ® a ASTRAGAL is M Tam DFTATL MATERIAL: 0A/5' THICK UALVANNEAL STEEL OR STAINLESS STEEL I R R `-'DOOR BACK OR NARROW SIDE ICKSEAM FILLED WITH :LMIPRENE D C0323-1 IHESIVE -SEALANT TYPICAL CRUSS SECTION IHRU TMOR OA32 �j 0 0 I 0 0.125 -- A33 GgLVRNEAL e 8879 SS95 2.06➢ 12GA, 2,/AO OR STAINLESS 3375 L0,131 STEEL ASq .075 STRIKE REINFORCEMENT 3xl/O' PROJECTION 27a12_21 VELD EACH SIDE a o APPED 1.250 HOLES FOR 0A P.S.A. STRIKE a3zj Pa000crgyyq® P IeM DCH vamry HukPo r 7 IZ�i7.li F1 CRIW Co 0 (11 "O v 0 V,m Fnma ISOMETRIC 11 PLgTE STRIXE (� EA. SIDE ti EEL3ZI N,�o - WEeta I i FITTING SIM matzo TW O STEEL FRT WO FITTINGm99TGABE CONNECTION AT TOP (PLOD EXTERIIIIt SECTTOIJ EXTERIOR Ox t ® 1 NnmRS xq[vx B 14A0 6 FLOOR. 516 IB%1 VI• I I EXTERIOR AaSV BDTTI41 IM1lLTON FITTAE SIM 7 � POURED .'IINCRETE 2.0 R MEG ( 5/16'g MVERSV IASTEKRS TENERS CALS-M-W AN:1625 V/ 1• MIN ENHEBNTNi SECTIDN T'BOBl�Ef1EYINEG Ae1� i W HMle �t -D 2 .D& ZINC CODE (901 VFAWD RUHRMJ 2 m OD co 0 N V 'O W SURFACE BOLT TNSTAI LATICIN OR Wl ASTRAGAL (TNT RIOR VIEW NOTE. SURFACE BOLT EXTERIDR (D or 9 1-1/2 TS Typic6a 2 LI 0GEMENT n & KII I x "to-24 x 1-1/2 OLTS "10-24k1 1/2' THRU BOLT MANUFACTURER-MAGER MODEL #275D MATERIAL -STEEL FINISH US26D 21 RL #275D HAGER SURFACE BOLT Pau 'UW T REOUIREa TYPICAL SPQTinN PLORM BUIMNC COX (RCH VELOG fltlRpKANE 7" L ..... . .... JDAYBAR INBLISTRIES LTI) 17-Oa6 wxc v. DOnR SuRrAcc CINCORCI'MENT TO DODR AT TI VARIES VITH DOOR ELEVATION �3 DBROUND08T'0 —s.DODD PLAA 26 DOOR TOP AND BOTTOM TYPI AL END CHANNEL DETAIL 16 CAII6FA(Op 7) MINIMUM CALVANNEAL STEEL ➢R STAINLESS STEEL 1-2,6250—^{_1 L-n e—A nvcnn. LAN 0.0570 MIN. iYp, �fl II m Le,c9�. r SECTIQ \3D VIEW "w 116E (0.074) LAMINATED TO EACH rACE U DOOR NigIMLIM GALVANNLAL OR STAINLESS STCCL V/ CONTACT ADIIESiVL CiEL111EONO ➢J26-p AT HINGE EDGE AND TOP ENB CHANNEL. a0C'Arr rl mC r-m / N0. 167 1 — -- FLORIDA BDILORIG CODE (H" VE1000Y HUMICANE ZCNI �_ mif nma m (waum�ol m" Y 9Nu{( Y "Is OVII No EOYN[R. I ^x ^' 3* STAVE Vf ••• O VWN/�L Prt SINN1[SS= OGWW NgU'AS �AYN D11 16 GAO[ FLLVAVNFII OY SY1o6EIS EM TRW[ RNI (Ym.. LI12 AyyW IS - LY. i NM'i��IJx1;� YIr RINDUSTRIES LTD 4lS�Ym 'Aca AvL '. W.!r PZ O1-Y71V-o24c1,C/Te :�mqR fO l1pMy e wm Ta ml9 00 0 A 'o CO v n c DETAIL SWAP IN CHANNEL 35.750' FOR 36' DODR WIDTH 47.750' FOR 48' DOOR WIDTH 4RIES WITH DOOR WIDTH) STANDARD TOP CAP 3• MATERIAL, 20 G1 GALVANIEAL STEEL ASTN A-650, A rY pIj STAINIESS STM T➢R W➢ PECES. LATIIN+�TINIS, ULK AN➢ PRESSFIT E W K, PRfSSF{i AN➢ Tact VFL DET TOP TOP CAP ASSEMBLY (ISOMETRIC) (SNAP IN CHANNEL WITH TOP CAP) 35.750' TOP PLATE FOR 36' DOOR WIDTH 47.750' TOP PLATE FOR 48' DOOR WIDTH j- (VARIES WITH DOOR WIDTH) I 34.125' SNAP IN CHANNEL FOR 3G' OR WIDTH 46,125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND CAP PLATE ARE RESISTANCE SPOTWELDED ON COMMON CENTER LINE, (4 - 5 PLACES) CHANNEL) VIEW -1 f'-0,7500' flOROOrR,,. .° yW�.ru�.eub. l➢Ikr. DWG (HIGH VELOCITY HUARIF E 20 d CD CD A a 8B�0.313 S �-- I 0.68R #12-24 SCREW DOOR EDGE vl MOUNTING. TAB 14 GA (0.074) MIN GALVANNEAL STEEL OR STAINLESS STEEL GAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #96. LESS LOCK FLIP 9 MOUNTING TABS, GLUE V /CONTACT ADHESIVE TO DOOR FACC LOCK CLIP-18GA (0.045) MIN. ONLY VALID FOR F' ASSEMBLY WHERE ` APPLICABLE ELEVATION CLHIV MATFR tAL, ALL GALVANNEAL STEEL OR STAINLESS STEEL #A 15,1 #26 MD TISE L❑ K /RIM PANT Il REINFORCTNG VIEW X DOOR SURFACE- © 4 1/2° HINGE DAR REINEORCIN T FOR DI] JAR MATERIAL, 8 GAUGE GALVANNEAL STEEL OR STAINLESS STEEL U<ibry. A..Mv A .p Z •O� FLORIDA BIipIDMO COOP Mm Vn rvrry rruovv....� o..... N .r, LC. ➢AYBAR IN➢USTRIES LTD ' a uia u"i; ice' av uF.m ru w .,>ua i 7-006 mun I;vm 4 v N 0 CD m N 0 SUPPORT 2.632 ii In R� 25 BARREL SUPPORT MAT: 0.035 SATIN COAT STEEL OR STAINLESS STEEL mo�tiM TO SUIT 8/32UNC THREAD #161 EDGE REINF❑RCING MAT: 0.079 SATINCOAT STEEL OR STAINLESS STEEL SECTION THROUGH EDGE REINFORCING �0 o —VIEW X N 0.20 W ti o i 0.390 --{ i I o m m � CS N N 4 —� o .. --1 0.712 [— REINFORCING LOOP MAT: 0.035 SATIN COAT STEEL OR STAINLESS STEEL I 0 0 _L.j VICIAl �—C4) 1/16'0 rnoD�w.D� PROJECTION WELD °^was 1 WELDS � 4 °ifl'4� 4 � =) #161 CYLINDRICAL LOCK AND DEAD BOLT BUMNG CODE (H(rA VM001Y 9URMCME 71 00 0 w ul N LDNCRETE FLOCK POURED CONCRETE OR REOCWED TO M waoO WALL REO'D CDOUTEO CONCRETE-w/ c - 0.55 �LCG(111 D. � SMAHK. I/8' (SPEc'm GR Vrr) IN SPACE V JAMO . � (SEE SNET III) -1.50Up a T TRrour E O ED. SPOT - 4 - F - _ _ _ WELDS I - 4? G a 3' HIN < O ED. 1 a EO xus J L coxnouI " AYe OO1M �-V3V c%mNUOUS CAULK iN 4' N(N--I IN JJD T NFM Stt[LAASONRY WRE /JjERORS IN ROgIE. MONIM µCHOR SCR OIMrS; BLL JAW95 1 solm WITH CROIIf PER W/ 2 1/4' YIN. MIUR DENT. _2111BLE 2'A' Wllgn STUDS NEOU.NEO 70 BE WOOD DOUBLE 2•4• WDO➢ STUDS NAILED TO SHEATHING REa'D. W/ a .+ O.m NAILED ro SICATHING RED•b, MAX. I/0' (SPECINC OR4TIY) MAX. I/4' SHIN SPACE SHIN SPACE (SEE SHEET 10) I / (SCE SN in) O Ev. O -._-. .SPOT - SPOT O WELDS WELDS B L , JAMR C OU�' CAULK - C0501NNUUGHS CAULK SIOES 3' ( 3') X R• WOOD 3/8'-16 X 6' STILL LAG BOLT RIAGF. BOLT AS[M C426 W/ MIN. MMPRESSION OrREMciH OF 2.5 KM (FEE stEET la) DETAIL #22 DETAIL #22A DETAIL #2Z TA OF I_NSTALLATIDN ❑F 3/8'O L�i DETAI Win WIRE ANGHUR © SLEEVE ANCHORS, 8 TO SCREW 8 To WOUD FRAME WALLS S LL 8' CAR RIArE INSTALLATION TO tlAS URL3/ALLS BOLT TO WOOD FRAME Ft,l LS MASONRY WALLS MAX 1/4' SHIM 29 ALL AROUND NM DOUBLE P.'.a' W®D STUDS REO•D W/ C - a," SPACE SINUWURM. STEEL HBO FACE D54d MD GE $ CONE 11 r/8' 3/8"-12" O.C. $F1LLlAT IN SSIONx (SPECIRC opmrr) CHANNEL. W/ MIN. 0.L MOUND 0.514 ]/a' THKK wEF O @9 JAMB OR 1875 .460 AMU AMBOI HEAD O 98 -SPOT WELDS SIRUCTL STEEL c w/ MO.' W¢o ON rosra.urlOH As . a 4' THICK 1/4'mlcK WEa rouaWs 9C TOa Y aDrr Oi r--- JM1B5 MO m 12' v 0. C. AQ (SEE SHEET 10) u t1NOux1FA Y. e 5.625D �( DETAIL AIANr ALL AgouNo q '2A INSTALLATIONL :p,625J OF IAMAQI m y,e'wweW aY•m E�,� F 3/80 STEEL CHANN THRU WELDING® Am�r.m. & -0 2 .m� �A" I.e7sD EH. MS TO ST FI C ANNEL T','�{z{,yj o mCUPD, STUD ,,,.,,.,,.7.�, �,FW ANCHOR ANCHOk tiS I-ETRA ON PENEiRAnoN ` (SEE "m la) SEE SCH 1 BRID _18 Y f. F.H. WOOD sCROW3 M44 1E H0R , RI aR10A BNIDWC CODE (RICH YnDGTtt HURRK:VlE T.TB PTA ANCHOR 1/2' MW. r..1PSVM WAD, (SEE $MEET f B) ; ND. 44187 i ` ; * r M.R A. •� Am u's OInSAI TayyrpCYL GLLYW4[LL .'.L DOd N/ STLY3 'ls Wql MBOMO MAUL a LE"o OR PLYrv000 fTYPJ DETAIL #2a * .* • i ,L CAEL E STABIL® 51[TL rnauL LcSlffJtrHING M1Ud [A"o A.SSd0 _ LYa A N OF IEC INAT �L BAYUSTRIES LTB wy TSTA dRSTUD ANCHOR 7 INT❑ WpUD_ERAME WALLS A�A Er " ' �:d ' ., K`� n DeB''P[' ,..Leaaens.... .. __ dnelGw m OD 0 m 6 WIRF ANCHOR FOR DETAIL #21/17 STEEI MRE ANCHORS (0.157" DIA, 9 1/2' LONC) IN HOHR. u Min.=95.9 Hsi, Fy Mfn. 40.2 Kul LEAF TO ANOTHER ® EMA BUTTERFLY ANCHOR (PART #PTI-008) FOR DETAILS 2a/17 228/17aaB/17 B 3em MATERIAL, 18 GA SATIN COAT ()P- PIECE C ANCHOR FOR DETAIL MOM CUPIN STUD ANCHOR. MA1 - 0.R➢OE 20 (O.WS) ASM A-55]. A-80 ON.VNUFJLED STEEL r " FLOMU RNROW(W G CODE OH VO.ORIY HURRCANE N0. 44167 ®„.. n as ma m m onus [ a s u sswss Ie auI wixo eau4 sau * � * T * ] GLLVIN4E.LL OX SIYMIF6 glQt W]R W/ f[Xm 'aa PW CO 0 Li W. i TT, L) ETEII OTY IESL��TION 1'IR 1 LRLMLJI 'NATWAL 1 1 li GMn[ ,LW{/ xuo rPNE fFNff •AP IS DLLpE ➢JD xWIMM .LL ®IPp.Sxri w TIES tiEN. Le.. READ..) l SIZE AHD SPECS `Q`SCS S`T S m wTD at)(gs APE "'ROASSN FYVMIILD 31!ML 11. IS 3 ]/Y SETA) X a,rAC[ N Lw m via 6R¢i 991 AGFlA6iTi CGTm [IIfD rm .1 Rpvx [OPFXCYLLY K ma,,'. uv.vnN¢4 V/ m iGSS4 STRENGM 3] N3t. MM vxf u Yl.S b KS. RONGR111I) IV[ OR sIA E s S1ERN li 1 N LLVJLC ®ilpR•i NFA➢ rRAIE SERICS •AS• 3006 n6 I" t ILa' [RfN X i S/P• TKS X Lip NM 1NICY (SEC SNCCf 9) I[ 6VS 0p9)• Xtt) P I.iA' Y LLA]' IIW. bEC [CTM M SYRYT f. 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SIM H AS IRO —ll x/A /a SO AY Rp0 .v 9f3 voV mwarm siea'IIWq. slLi[IMY T • 11 . _ N/A .. 1) YA AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksi AND Fu= 101.3E K51 i E Flo. 44167 � A Y�i_ IBI BOILING CODE (HW VELOCITY IIURRKC 00 0 V -O OFFICE USE ONLY: DATE FILED: REVISION FEE: _ PERMIT # I 0/0902 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/SITE ADDRESS: "�\1a� ^�`�1 l DETAILED DESCRIPTION OF PROJECT 44i I Y' STATE of FL REG./CERT. o- BUSINESSNAME: QUALIFIERS NAME: ADDRESS: _5 Llf%tiy CITY: Ff // i�', STA• PHONE (DAYTIME): -7-7- 7 - -5.]);Y OWNER/BUILDER INFORMATION: NAME: (� ADDRESS: CITY: 1%1� ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: r� SLCCC: 9123109 Revised 06130117 S C: ST. LUCIE CO CERT. #: FAX: ZIP: r" 1 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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 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. �E OF F(O Si. LUCIE COUNT'l John�g�erFO79 BLDG:�� 0008511 DATE p, ELEC: — rFRRG�\ DATE: ED A PLURflB: DATE: MECH: — MATE: — REVIEWED FOR CODE COMPLIANCE � ✓,i ` �``/ "' ST. LUCIE COUNTY OOCC (�i OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: DETAILED PERMIT# 1 - 0207 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 0FPRn_T .rT STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 22w)o 75 jKlP.�--k.-/ I! CITY: Ff i i L'r t i' _ STATE: PHONE (DAYTIME): -7Z- 2 - - . Y / / :' OWNER/BUILDER INFORMATION: NAME: C.r;L ADDRESS-.-) U$[ -1 CITY: 1„ ? s-( Ve ► rn F c ct c'h STATE: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: - J ()N) I - I ff C='_� ADDRESS: ff-)O =i !` 7 t_lLq"' T&_"?_ CITY: )!I: (i i c' STATE: PHONE(DAYTIME): .7 ?L'• c34 iC' SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. #: FAX: ZIP:. 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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 Revision to gypsum drywall installation: Per ASTM C-840, drywall shall be secured using #8 x 1 1/2" drywall screws. Spacing shall be 12" o/c for both ceilings and wallboard. If there are any questions regarding thlS revision, please contact me as listed above. John M. Foster - AIA opF O 7 7AX o LUCIE COUNTY BOCC S T. LUCIE COUNTY PLAN REVIEW XV?Jt DATE: «c.GS w'°1 ELEG: DATE: PLUMB: DATE: MECH: �P.TE: Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Receipt Online address: http:/Awjw.stiucieco.org/planning/permilting.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Date: March 29, 2019 Receipt #: 0000149961 Permit Number: 1807-0807 Job Address: 3121 -3131 ILLUSION CIR Amount: $76.13 Paid With: VISA Credit Card # 8333 Paid By: STAN WEEKS & ASSOCIATES INC Received By: ingraml Fee Description NRevis753 N-Revisions to Permit Plans (per each revision) Credi15 06-Credit Card Fee - 1.5% Fee Amount $75.00 $1.13 . Total: $76.13 3/29/2019 11:54:27 AM Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772)4624553 Fax: (772)462-1578 Receipt Online address: http:/Avww.stlucieco.org/planning/permifting.htm Quick Links: Permit Status Lookup Online Building Inspection System Daily Inspector Schedule Date: March 29, 2019 Receipt #: 0000149962 Permit Number: 1807-0807 Job Address: 3121 -3131 ILLUSION CIR Amount: $76.13 Paid With: VISA Credit Card # 8333 Paid By: STAN WEEKS & ASSOCIATES INC Received By: ingraml Fee Description NRevis753 N-Revisions to Permit Plans (per each revision) Credi15 06-Credit Card Fee - 1.5% Total: Fee Amount $75.00 $1.13 $76.13 3/29/2019 11:55:29 AM OFFICE USE ONLY: DATE FILED: REVISION FEE: LOCATION/SITE ADDRESS: -C 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 3\ DETAILED DESCRIPTION OF PROJECT REVISIONS: i_ ',A l _%.n ,... 1 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: 7 " QUALIFIERS NAME: CSC: ADDRESS:. CITY: Ff PHONE (DAYTIME): _ -7 ki ST. LUCIE CO CERT. #: - 7 i ? i, FAX: OWNER/BUILDER INFORMATION: NAME: C.4 ADDRESS: CITY: (i, ) ARCHITECT/ENGINEER INFORMATION: NAME: • _I ()11 r of ' ADDRESS: CITY: F1-- / i ger f STATE: PHONE (DAYTIME): 77�1",�L)- tlC�y Av i -Fije COPY 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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 Revision to window buck installation: Details "B" & "E", Sheet A-5. December 3, 2018 YV-0 'r {E r_ rlis BT.LUC COUNC WLDLv- L P¢CC! ( , REV1E1 ED By QQ / DATE O rE�\SIT D S BE KEPT ON JOB pS,Ay5 BE MADE. ,- v. Tau SPECTIO`I \YILL 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. 'SI John M. Foster - Architect Member - American Institute of Architects - LEED AP December 3, 2018 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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 Revision to window buck installation: Details ••B" & "E", Sheet A-5. 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. John M - AIA �p1E �FF(O M,• RR000861, .� OFFICE USE ONLY: DATE FILED: PERMIT # REVISION FEE: RECEIPT # LOCATION/SITE ADDRESS: cr,,.. DETAILED 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 �1 OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: (I)(1, BUSINESS NAME: 7 C1 n I k';.=_ e QUALIFIERS NAME: � k i-y � c ; i ADDRESS:�)r , 5 CITY: f i (STA PWnMR(nAVTTMP)• -7.7 OWNER/BUILDER INFORMATION: NAME: ., c� . r r ADDRESS: ' ' CITY: /A S-1 Ph I In c"d ARCHITECT/ENGINEER INFORMATION: -3►3 NAME: ADDRESS: //: )n ; CITY: !Y - /�I F' ram! E' STATE: PHONE (DAYTIME): 7 7�1 3 * ill --944 Vy SLCCC: 9123109 Revised 06130117 ST. LUCIE CO CERT. It: _ ZIP: FAX: -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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 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. John M. V *M. FOS'T� YY ; 02 t p 8e;11 �`��� r. t TF�Fn PQ' , Florida Building Code Online 10131/18, 4:02 AM FAUM" L acts Home i Log In 1 User Regisbation I. Hot Topics 1. Submit surcharge I Stag & Facts 1 PPblOg"s. Contact US eLI.S site MaP Links i •Search' � }y. Product Approval S USER: Public Use, r y8'•_%y�tivey� ProCua Aoomval Menu > Product or Application Search > AgiicaUon Lis t> APPIIwUon Oatnll , FL ?kr Z Application TypeCode VersionApplication Status / Comments ST. LUCIM COUNTY BUILDP:G £:-1vM-rC-N Archived REVIEWED FOR LLMNCE _ REVIENVEDINY lit DATE 1 Product Manufacturer' s om T MUST BE KEPT ON JOB Address/Phone/Email '1900 SW Utbu AA N WILL BE INIADE. Ocala, FL 34474 (352) 368-6922 Exp 291 jiathmp@`cws.cc Authorized Signature Kevin P190- kpl6e@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext.291 jlathrop@cws.cc Category W Indows Subcategory orizontal Slider Compliance. Method Certification Mark or Listing Certification. Agency Keystone Certifications, Inc. Validated By Steven. M. Orich, PE , : Validation Checklist - Hardcopy. Received Referenced. Standard and Year (of Standard) year AAMA/YV 1 2 _ 81: 2008 ASTM E1 / 2004 Equivalence of Product Standards p` Certified By Page 1 of 3 Florida Building Code Online 10131118, 4:02 AM VjI af,Fl.rm that there. areno changes, In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the' new Florida Building Cade. Documentation from approved Evaluation or Validation Entity .+`'Yes (DNO C.N/A. Product Approval Method Daie'-Submitted Date -Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option A 09/14/2017 09/14/2017 09/15/2017 FL # Model, Number or Name. Description 17355,1 - HS-620 Vinyl Horizontal Slider XO -HS-620; Vinyl Horizontal Slider, XQe Non -impact, Li mite of use - - - - - Certification Agency Certificate Approved for use in HVH2:-No 1l7a55 R3 C CAC CAR t3x-1315'.odf Approved for use outside. HVH2: Yes FL735S R3 C•eae C6""131316,odf Impact Resistant: No Design Pressure: N/A - FL17355 R3 `C.CAC CAR 138 1334.oilf Quality :Assurance Contract. Expiration Date Other, Max. slzesi 74" x 63" and 74" x 72". See Installation 10116/2018 details for DPs. Glass complies with ASTM E1300.04. Installation Instructions FL17355 R3 It CWS-1031AfHS-620. XOl.ddf Verified By:, Lucas A. Turneh PE-58201 Created by Independent Third Pariy: Yes Evaluation, Reports FL17355 83 AE EvalReo CWS-1031A fHS�620; XOhodf Created. by Independent Third Party:. Ydt 17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal _Slider,XOX,. Non -impact. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17355 R3 SCAC CAR.138-1341.o0, Approved for use outside 14VH2: Yes FG17355 93-C CAC_CAR 13RK1342.odf Impact Resistant: No Quality. Assurance Contract Expiration: Date Design Pressure: N/A 03/30/2019 ; Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2- Installation Instructions ` 1/4. See instaiiationdetails for DPs. Glass compiles with ASTM E1300-04. F1.iZ355._733 IY CWS t 7 (H5-QD-XOXi gdf Verified By: Lucas A Turner PE-58201- Created,by Inblependent'rhInd Party: Yes' Evaluation Reports Fi i7355 Ra! AE EvalRela CWS-1067 (HS,620 XOX)-odf CreatedbyIndependeult•Thfrdr Party: Yes- 17355:3 HS-620 Vinyl. Horizontal, Slider XX HS-620 vinyL Horizontal Slider„XX, Nan -Impact. Limits of Use Cerdflcatfo4 Ageny Ce'tiflcaIt Approved for use in HVHZ: No FL17355 R3 C CAC C�38-' ik .odf Approved for use outside HVHZ: Yes FFL17355 7,. C ' CAC CAR.1 8-1 .odf 'C Impact Resistant. No FL17355_R3 CAC CAR. 138-1332.bdf Design Pressure: N/A FL17355, R3 jC CAC CAR 138-1333:odf Othen Max. sizes: W x 63" and 74" X 72". See Installation Quality Assurance Contract Expiration Date detail for DPs. Glasscomplies to. ASTM E1300-04. 12/10/2018', Installation Instructions 1`117355 R3 II CWS-1059 XX).bdf' (HS-620. Verified Byi Lucas A. Turner PE 58201 Created by Independent Third Party: Yes. Evaluation Reports FL17355 R3-. AE EyalReo CW51659.(t(S-620:..i&l.odf Created by Independent Thhd, Pafty:. Yes https://floridabuilding.org/pr/pr-app_dti;aspg?pamm=wGEVXQwtD"RyNwINWDrY%2btGxBTDFNwhGlKdddLPi4KcHgrX9I1%2b1jg%3d%3d Page 2 of 3 n F1 HE HORIZONTAL SLIDER- NON -IMPACT —751/ T4' 38 F XSPSHWE 321/i6'GLASS DLC WOE GHT 72• Mm UNIT HEIORT EI?A- Ix MAX SASH HEIGHT TABLE OF GONTEm GENERAL NOTES & ELEVATION11._.1 OPCHARTS &GLAZING OETAIL._._.2 SECTION EXTRUSIONS&S.OM ._. 4. ANCHORSCHEDULE&NOTES .....6 INSTALLATION GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED. AND MANUFACTURED TO COMPLY WRFI THE FLORIDASUILDING CODE (FOCI. CURRENT EDITION. 2. GLAZING OPTIONS: [SEESHEETQ) 3. CONFIGURATIONS:'OX' OR')V. .e. 4, DESIGN PRESSURE RATING (SEE SHEET 2): -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-030004.. -BOSOIVE DESIGN LOADS BA5ED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE. AND GLASS TABLES ASTM E-13D0-04. k1 S. SERIES I MODEL DESIGNATION HS-620. 9. THE DESIGNATION%AND O STAND FORME FOLLOWING: X. OPERABLE SASH. 0. FIXED SASH 10, SECTION CALLOIITSAPPLY TO ALL ELEVATIONSIN ASIMILAR ;LOCATION.,,,,, 11. EXTERNAL WEEP 5L0Ta6/76'x2-1B' LOCATED 4.1R' FROM BOTH ENDS. 1 MAX: UNIT '20-11 MTG. RAIL DESIGN PRESSURE RATING IMPACT'RATING. 74" x 63" NO SEE COMPARATIVE ANALYSIS NONE CHARTS, SHEET 2 Lums A. Tumer 2,015.04.27 21:03-04:00 620 PVC HORIZ. SLIDER NOWIMPACT No' 58201 STATE' OF LUCASAL TURNER, P.E. EL pE 0 58201 1239 JASARA:AVE. NORTH PORT, FL 34288 PK941-380.1574 GENERAL NOTES AND ELEVATIONS' EMK. 09/23614 CWS•1031 A mr -"' SHEET 1:25 l ,OF S. FOR EQUAL SPLIT'OX^ Pr'XO' WITH GLASSTYPE9'A, & f UnittYlpht .. . .. __ 47 IY2 TIZ 55 ta--T 5912 FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT ^OX• m -XW WITH GLASS TYPES A, B, I:, OR D _Unit _ Unit HelpM -- Width3512 1 391/2 1 431/2 1 471/2 6112 1 55112 1 5912 1 63 iR• OVERALL 11F ANNEALED TI6-AIRSPACE I/6- ANNEALED WFLEX S52 OR PURFECTGIA2E''W .� 5/e• GLASS BITE I 7i8^ OVERALL IM TEMPERED WWW,CWS.CC VI6-AIRSPACE 620 PVC Ire' TEMPERED HORIZ. SLIDER PIRFLEX652OR N014-IMPACT ' 11 5l6'-GLASS SITE N F 6312 450 -6L1 +50/-611 +50 -61.1 +50 -611` 't50 -61:1 +10 -58.9 +50 -53.5 +d95/-49.5. GLASS TYPE GLASSTYPEB I. 8712 +50 -54.1 +50 -54:1 +50 -5L1 3 -5T1 f50 -54H 450 1112 ..1 +48.2/-4L2 + 2/-48z 1 + 24-4L21-.+48.2/481 1 1462+78.2-+48.2/•48.2 1 +48.21-a2 I +45.9/459 -7W OVERALL 7/6. OVERALL 74 '145:1 351 +45 -451 +45 45 I M5 -45 1 +45 45 145 45 1 445/45 1 +45 AS 3f16' ANNEALED - 3116• TEMPERED 71S'AMPACE 7liV AIRSPACE IU111tnUq+1 i OREiy FWORRANIEWINDOW.WITH2MI IITORALII�6 F.DN7iPRE4511RW F5RSOUN SPLRM'.-X10'.WRH GASSTYPESCDRD XIV ANNEALED 3tl TEMPERED �g !3_2REW `J OF.NG& 3XAFLEX S52 OR SO AFLEX552 OR l UNt UnItINIpM1t 36 PLIFFECT GLAZE 36 PURFECT:GtAZE M N. '§82G7 Width 35m 3992 1-- 43 V2 4712 61.ifZ 66 UT 6912 63:1/2 e7 im- - 72 *; 391/2 450' -75 . 450/-75 +50 -75 +50 -75 +50/-75 +50/75 +50/45' t50/•75. +50/:75 +50/•75 "9t 431/2 +50/-75' +50 -75 '+50 -75. *SO/-75 +50;:75t �+50/45 :+SIT JS'! +50(-75 +50 75 +50--]4.4: S'4-',GLASS BITE 5W-GLASS BITE'. Y9Ol, STATE Of 471/2 +50 ,75 +501-75 450 -75 i50/45- -.+50 -75 +50 -7S +50/ -75 ' 450 -75 450 -749 450/49.3 '1 F'M1w O R I'Or 112- +50/-75 +50/-75 .450 -75 +SO -75 +M 4S +50 -75 +50 .-75. +50 -75 +SO -70.4 *50 -6S0 - _ -.. hl pi '•'+• �G, 551/2 +50/-75 *50 -75 4S0 -75 450/-75 *SDI-75 450 -75 +50.-75 . a50/J19 *50/•665 +50/.ft4 ,.q+Nt/nKA if 5912 +50 -)5 a50/-75 +50 -75 450 -75 +50 41 +50f 45 +50/ 74.6 +SO =68.4 +50' -63.2 4SD/-SS2 . 63 /2 450 -67.9. +50 -67.9 +50/.67.9 +Sli -67.9 +50 -67.9 +50 167.9 +50 =67..1 %+50 45.5 +SO -60:4 +50 -515 41I/2015 8712 +50 16MI 4AS -612 +50 -60.1 +50 •60.2 45D -60.1 +SO -60.1 +50/-TO.1: 450-6G2..50 -57.9 +50 -512 7111250 416 +50/-53.6'. +50 -53:6 +50' J53.6 +501-53.6- +50/-53.6 +50 -53.6. +SO -53.61 +50/-53.6 +50/-512 -LUCASA, TURNS 1 4 '*50' -50.1 ".'+50 -50 .:a50--50 450 .50 450/--50 +50 -50 +50 ..50 :+50 -Stl +50 ,50 +50/•SO 12383A8ARAA FORT, PL GLASS TYPE 0 GLASS TYPED HOP}i41.380]E DESIGN PRESS CHARTS AND GL DETAILS EMK- 091 NOTE; -. CWS•1031 IF. 54INTENDED IS NOTSHOWN. USE NEXT LARGERSIZE. gF 1t1 p, A ... .. INTERIOR .WINCOW SYS—tvls tl�—I 19DO SW aaTH AVE f, t1 3 2 1 a t f8 OCALA. FORIDA34474 WWW.CWS.CC 6" PVC HORM SLIDER NOWIMPACT n t w F' Y L' wm m O x Is _t 5 6 4 fi t pW R a SECTION VIEW BB y 0 ff®S 0' 5 0 < Z 9 �j14T?E S �T�qy�, ' INTERIOR _ �•,`,y VP.�, GEN 6 •"i�� =ro a= fi90 BTATE'OF m 4 t 1 f zx � 4272016 LUCAS A. TURNER, P,E FL'PEN58201 VIEW D -0. SECTION MTO;HAIL REINFORCEMENTBOVE REOUIgED �'ON UNIT HEIGHTS ABOVE 63' RAA ]239 JAEARA AVE. NORTH -PORT, FL.34.2S8 ' SECTION VIEWS SECTION VIEW A•A EMK ..D9/2111q SECTIONVIEW-QC - ALTERNATE FIN FRAME CW51031 A ITEMS NOT SHOWN FOR CLARITY. SHEET - 7•6. I0, tZ 15.16,& 21 - 1:2 30F`e - 4llfi'� 4 5 tnfi' a 1r6• , is•16' fJfe PVC MAIN FRAME'-H-6127 PVCTOP/BTM RAIL-14-6140 -—CORNER WELD ALL 9 OFS Ill j�-I Ifn E' �21i6' , 050 1. :i Jn6". r- fi118• 1n6' fllb" 1fIG` 115'16- 1 fst6'� '13I16' g fYf6' 2 � 3 PVC INTERLOCK RAIL -H-6135 PVC DRAW RAIL -6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD -S-6141 19005'jJ 44TH AVE OCALA, FLOflIDA 34474 WWW.CW$.CC 620 PVC HORM SLIDER NON -IMPACT IVW 1116' 1SM6` 15ZI6' Is - NO a { y e kit Jet No 58201 %'P s 15116" 1 11nfi` 1tfl6' - 11t18 (S—tKA Ins }--. AG3` '�^ pte• 9pti 6TA1E OP �U± NO ALUM REINF.-S-2043 ALUMREINF.-S-2044 ALUM REINF-8-2005 �{yF8 ^$.f1.:...... ` sL ALUM REINR-S-2004 !prB��yyN1AL����� g 4/27I2015 LUCAS A. TURNER,P,.E. .In6'. L f_ FLPE VJABARAAVE- ALUM PVC COVER-P-5400 68201 92THJABARA. ROLLERTRACKFS-20.30 AI -UM EM. REINF-5-2011 NORTH PORT; FC3428B ;PH. 041380-1574 EMX 090114' UNGS: GWB-1031 A _ NOTE;ALL EXTRUSIONS ARE ALUMINUM OM49 UNLESS OTHERWI$E NOTED. SHEET 1:2 40FS 8' MPXI 4".Molt 4' MAX B' MA) (Tyl ANCHOR LAYOUT• (FLANGE. NOTES: 1.114STALL ONEANCHOR AT EACH INSTALLATION LOGAT)OMAILL ANCHOR ANCHOR LAYOUT- (FINI NOTE THRUFAAME ANCHORS {$MTG HAIL GREATER THAN VA6'IS PRESENT. LOAD.BEARNG SHIMSSHALL BE 3. ANCHOR TYPE, S,ME; 8PAC„INOANDEMB5WENT SRAWMAS'SPECIFIEO IN THESE ORAWINOS;9EE TAB q. ACL INSTALLATION ANCHORS MUST BE MADEOF OR PROTECTED WITH'A CORROSION RESISTANT MATERIALOR COATING. DISSULAR METALS OR MATERWS IN CONTACT WITH PRESSURE TREATED WOOD MUST 1BEP6OTECTEDTO PREVENTREACTION. 6. INSTALLATION ANCHORS SHALL. BE,:INA000RDANCE WITN ANCHOR MANUFACTURER'S'. INSTALLATION: INSTRUCTIONS. AND ANCHORS SHALL NOT BE U$ED'W S:UBSTRATES WITH STRENGTHS LESS THAN THE_MINIMUM SPECIFIED WTABLE'f,SHEEfe. _ ; S.ANCHOREMBEDMENTTOSUBSTRATE SHALLBEBEYONOWALL DRESSING OR,STUCCO. FORCONCRETEICMU OPENINGS,FJABEDMENTBITAU. BE BEYONDWOOD SUCKS, IFUSEO INTOSUBSiRATE• IX BUCKS ARE 'OPTIONAL ' 7. A:MINIMUM CENTER-TOCENTER SPACING SHALL BE MAINTAINED BETN'EENALL FASTENERS: W FORMASONRY,1' FORW DOD'AND METAL INSTALLEDTO:TRANSFER WIND LOADS TO THE_STAUOTURE. NOT BE CRACKED. 620:PVC HORM SLIDER NON4MPACT Na 58201 STATE AF' LUCASA'TURNER, P;E. A#i#55201 1239 UABARAAVE;. MOBTH'POFM FL 34280. PH;,41.380-%14 EM)c GINS-1031 TYPICAL HEAD ANCHORAGE SBALANTBEHIND -� I L-1(<'MAX SHIM FL'ANGESYIHSTALLER INSTALLATION SEE -TABLE I I B HOFlIZONTALSECTXIN 8) TYPICALJAMBANCHIJRAGE TABLE I: APPROVED INSTALLATION FASTENERS UBSTRATE TYPE ANCHORTVPE M16L EMBEDMENT MIN.EOBE DIST. ONCRETE 120$S(MN} Y161. ITW TAP.CON- 1' -L17B' gLITOWpRGROUf-F.ILLEOCMU1117 P,CFMTLj S�1g'!IW^TAP_CON'; it - '2: t. 1 7 HOLLOW arOAOUf.F1LLED:CMUSA9TM G90I p2)(M". &-1$"PLCb ULIRAiAN 1.�0•. __ ._H� _... XMed.$OUOIEFNPNE(Crd64).`....-_.r-OR 911 ELCO UF:TRACON... X MN.SOUTNEHN PBiE{G D.55) NO WDOD SCREW 1�)B' T/$"6_OAUGFID.00DC MRL,STEEL;.S'ND KSIYIELD MN) AID}B HILTIIKWKFLEXORiDW TEKS SELF-4RILIUMBCREW FULL371READ:33 THRU 6.060` 7f16' FLANGE 7m-ALUM. (6063-75 MN.) DR:. - .. 116`,STEEL(33.KSIMWL) 010 GRADE 55ELF IAP,PNG/ DRILUNGSCREW FULL 7HREAO 7HRU0.1257 7116' FIN --. 2XMW:SOUT)1ERN PPIE.(bD:G5)'... - 010 WOOD SCREW .... Iltr 112' . BYOTHSUBSTRATE DY OTHERSS SEErtABLE 1 C' HORIZONTAL SECTION S TYPICAL FN ANCHORAGE HEAD ANDGILL SIMILAR FOR FIN INSTALLATION NOTE, ADDITIONAL THRU-FRAME ANCHORS SEE SHEET 5 ANCHOR tAY D. MTGRAIL, U BOXIN$TALLAYION FLANGE REMOVAL'NOTE: PARTIALLY.OR FULLYREMOVING THE FLANGE, UP -TO ANDWCLUDJI&ABOX•FRAMEAPPLICATION IS ACCEPFABLEPROVIDED: ".MIN. 114` FXLET OF CONSTROOTjON�GRADEADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL'PEHIMETER, BY INSTALLER. -PRODUCTANCHORAGE IS IN ACCORDANCE WITH;REOUIREMENTS AS SHOWN FAR F(MISE WINDOWS 620 PVC HORM SLIDER NON -IMPACT No 5=1 STATE'OF' tUOASA. TURNER, PA FL PE 9 56201 12a6JA IARAAYE. .NORTH PORT, FL3428B PH: 94h3004574 EEf6'--.- N$T.ALLATION DETAILS AywNw, )ATE: EMK 09t23114 :W5-1031 - A SHEET 1:2 .SoPe OFFICE USE ONLY: 6 DATE FILED: REVISION FEE: 1 - LOCATION/SITE PERMIT # / 16 — 62e) Q RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.6652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIOI PROJECT INFORMATION - DETAILED DESCRIPTION OF PROJECT STATE ofFLREGJCERT. BUSINESS NAME: ?-'ol QUALIFIERS NAME: ADDRESS: - CITY: - _ STATE: PHONE (DAYTIME): -77) ' 1%S - I / OWNER/BUILDER INFORMATION: NAME.i ADDRESS:.3'tr ! J (L'r� i%' �r� lr_•? CITY: t0cs't 11". ? r_"i1_ STATE: PHONE (DAYTIME:5-?./_l-1/-)�i-�7'T-7 i ARCHITECT/ENGINEER INFORMATION: NAME: ` i o'h:'1 ADDRESS: !/ 1 ) `; iii/c =/•%'_ CITY: E ' i i F'_: c c'_- STATE: PHONE (DAYTIME): 7 7-t _ SLCCC: 9123109 Revised 06/30(17 MAY 2 3 2019 Lucie C� Permitting ST. LUCIE CO CERT. #: ZIP:. FAX: M ZIP: 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 24 3121 — 3131 Illusion Circle Permit # 1807-0807 Clarification of Roof Insulation RECEIVED MAY 2 3 2.019 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. John M. Foster - AIA OF-F 0/ • AR0008511 REVIEWED FOR CODE COMpL1,4NCE ST. LUCIE COUNTY SOCC FILE COPY r 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 24 3121 - 3131 Illusion Circle Permit # 1807-0807 Clarification of Roof Insulation =RECEIVED 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. John M. Foster - AlA