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Home My WebLink About22-4396City of Zephyrhilis 5335 Eighth Street I'M 111 Zephyrhills, FL 33542 BAR-004396-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/22/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. M-Malum III �101j" accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICEf THOUT APPROVED INSPECTION Mi ZZI,011I BILLING CONTACT MICHAEL SHRENK REECE BUILDERS WINDOWS INC 7181 30TH AVE N ST, PETERSBURG, FL 33714 .......... . ... INVOICE NUMBER INVOICE DATE INVOICE DUE DATE INVOICE STATUS INVOICE DESCRIPTION INV-00008310 07/1512022 08/1412022 Due NONE REFERENCE NUMBER FEE NAME TOTAL BAR-004396-2022 Building Permit Fee $97.28 Building Plan Review Fee $48.64 38231 7Th Ave Zephyrhills, FL 33540 SUB TOTAL $145.92 ri City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 TOTAL July 18, 2022 5335 8th Street, Zephyrhills, FL 33542 Page 1 of 1 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Phone Contact for Permittinq Z2 Owner Phone Number Owner's Address Owner Phone Number Owner Phone Number JOB ADDRESS G LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL .DIN IZE SO FOOTAGE HEIGHT li]BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE DUKE ENERGY / A.R,E.C, =PLUMBING zef =MECHANICAL VALUATION OF MECHANICAL INSTALLATION I =(GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS E== FLOOD ZONE AREA =YES NO Address License# 1C6—C1PS-0-1 (:)--1 I ELECTRICIAN COMPANY E:;� �FEECURREN SIGNATURE REGISTERED Address License # PLUMBER COMPANY E SIGNATURE REGISTERED ;;;FEE �CURREN�� Address License #F— MECHANICAL COMPANY E;;;�FEECURR�EN�� SIGNATURE REGISTERED Address License # OTHER COMPANY SIGNATURE REGISTERED Y 1 N FEE CURREN Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500) — Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) 108H1MM!i Idwtificalion No. 11t 10-a 1. a,) Strod lrt�ttibtt ��f�ap A Syr 38231 rM AVENM. M- t F 2. G "cif ` v + .'..-MIT i PO E4 EV2 Of LOTS 9'tG't 112 Wr LOM 123 OR 7875 PG 1e0 1 Owncr Information 1 , teSUMMRALL AMOS M &MENDAP 34231AVE b) Nam and addren of fee simple titleholder (if other Ow owner) Q. Conuuctor Information a} 71 1 3M Avet Sak PWWObura,FL 33710 ...... b) Telephone No.: 7v-IQ2-3m Fax No, (OpQ Surety Idonnation, a) Name and address: ) Amount of ) Telephorre No., � n Fax No. (Opt.) 6. Laiuler 7, Identity of penon, within the Stwz of Florida designated by owner upon _ h ttt notices or tither docunwnts may be sore ; a) Name and F b) Telephone p o.- " No. (Opt.) In additiov to hirnsel o ° desipates the following n to receive, a copy of the Li or's Notice as providedin Section 7111(l) Florida to : s) b) Telephone o.: FaxNo. (Opt.) . Expiration date of Notice ofCommencement, (the, expiration date is one year froin the date of recording unim a different slab, is specified): l i; �d WMC of per on be a gat tt tt Pemnally Kw _____, OR Produced.tc stgftaatitrrt Now Si et "TYPO Of RICTAMCMi0fi Produl-A (Print) nco V rs' owdon purawt to Section,42.515, Florida Stalafts. Lire p alt s ol`pedwy, I declare t t I have reed the i and dwthe thmsWed in it = irue to the bm ofttty knowledge wW belief. F)O"&- Notary Public State of Florlde ° Gvia Rochelle i t=fn y OMrY; issior� IFit �� tOf3Ct#�Ct2"a Ag" 38231 7th Ave Zephyrhilis FL 33542 Corporate Lakeland 7181 30th Ave N, Saint Sarasota Petersburg, Fl. 33710 Fort Myers 813-713-4540 Ucense#: CGC1527975 11 Style Double Hung- Location Living Room 4 size 52 x 60 Quantity 1 Interior for White Exterior Color White Grids No Grids Consentation Glass Style Double Hung- Location Bedroom 1 Size 52 x 60 Quantity Interior Color White Exterior or White f Orlds. No Grids Conservation Glass H We Double Hung- Location Kitchen size 36 X 50 Quantity Interior Color White Exterior Color White Grids No Grids Conservation Glass Style Double Hung- Location Bedroom 1 S&e Interior Color 36 x 60 White Quantity Exterior Color White Grids No Grids Conservation Glass Swe Double Hung- Location Bedroom 1 Size 36 X 50 Quantity 1 Interior or Grids White No Grids Exterior for White Conservation Glass r! Page —),- of --- /- 77 11 1 W, Builders/Wihdows, Inc. Siuce 1972 Customer Name: Address: 3354-7-- Date: 51 161 / 2-?— Measured By: Dale No. F—Style Location Size I 1106 X Grids [,JC) Color 1 VJ Panels Comments �2- x 4 5 5/p x 49 -1a H T) H L I\f 3S X 41 DH L-L--1 11z x 9 X NO X X X X X X Grids: KJ Alarm: Customer Understands Alarm Procedure: Existing Windows NIMMM Wood — Vinyl _ Steel — Aluminum Brick Wood Block I Company: REECE BUILDERS Prepared By: JOHNNY Client Name: SUMMERALL Job Description: WINDOWS Project Number: 19621 Design Data Building Data Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (ft) 41 Exposure Category B Building Length (it) 41 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength 07PENING OPENING —LOCATION 6PENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH (INCHES) HEIGHT (INCHES) PER SURE PSF) PRESSURE (PSF) 1 DH 5 3 52 49 21.9 28.7 2 DH 4 3 36 50 22A -24.3 3 DH 4 3 36 50 22.4 -243 4 DH 5 3 35 -52 49 22A -29.9 5 DH 5 3 50 21.8 -28.6 Width of End Zone (a) in feet = 4.1 W STRUCTURES WTERNATMNAL, LLC 5/25/2022 12:26 PM Publications Contact Us 'I BCIS Site Map Unks i Search r Product Approval 0 USER: Public User Pro Approval Menu > Pro gy_ctor Application _plication Search 11 ti n 0. .11 > App > App . o t FL t Application Type FL11413-RI0 Editorial Change Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Regency Plus Inc Address/Phone/Email 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Authorized Signature Tony Procopici tony@cwbyrpi.com Technical Representative Joe Korzenlecki Address/Phone/Email 2000 Locust Gap Hwy, Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Quality Assurance Representative Joe Korzenleck! Address/Phone/Email 2000 Locust Gap Hwy, Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros. info Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) stv-dard y9arr AAMA/WDMA/CSA 101/1eS,2/A440 2008 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11413 RIO Cq 1 EERNI2S2 R v FL11413 2000-5305 DH — pjff §E�proval Method Method I Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 k I �1'1 M FL # Model, Number or Nate Description 11413.1 Series 2000 Series 2000 Vinyl Tilt Double Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Of Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2027 Design Pressure: +40/-40 Installation Instructions Other: FL114 R0 iI RPLSOQ49 RevB 20gq 4H ss p—df Verified By: Robert 1. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 11413.2 Series 5305 Series 5305 Impact Vinyl Tilt Double Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes P-0—f. Approved for use outside HVHZ- Yes Quality Assurance Contract Expiration Date Impact Resistant. Yes 11/30/2027 Design Pressure: +55/-55 Installation Instructions Other. Verified By: Robert 3, Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports R:53P5 2d__U_ Off Created by Independent Third Party: Yes §9Mjq= :: ELQ_n-._gN-487-j8Z4 The State of Florida is an AA,/EEO employer, Cgpvr2007-2013 State of :: jEr e :: Ac �ta ern� gssslStatement:! Rgto sirien -4-Slat- — Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If you have any questions, please contact $50.487,1395, -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts- MWINERE Credit Card Safe REGENCY PLUS, INC, SERIES 5305 IMPACT VINYL TILT DOUBLE HUNG WINDO41 53" MAX. FRAME WIDTH --- 6" MAX, 14" MAX O.C. 77" MAX. FRAME HEIGHT 6" MAX, 5" MAX -T -i 2" MAX O.C. -T --i 6" MAX ---T ELEVATION NOTES: EXTERIOR VIEW 1. MAXIMUM TOP SASH SIZE: 49-IIW X 36-5/8'WITH D.L.0, 45-518'X 33'. 2. MAXIMUM BOTTOM SASH SIZE: 50-1/8'X 36-5/81 WITH D.L.O. 4&318"X 32-3/4'. 3. (1) 112- X 1/2- TRIANGULAR SHAPED WEEP HOLE AT EACH END OF INTERIOR SILL TRACK CENTER VERTICAL LEG. 4, (1) 1- X 1W WEEP HOLE AT EACH END EXTERIOR SILL TRACK HORIZONTAL SILL FACE. 5, (1)1-1/2" X 1/4- WEEP HOLE WITH WEEP COVER AT 2-7/8' FROM EACH END EXTERIOR VERTICAL SILL FACE, HARDWARE SCHEDULE A. (4) COILED SPRING BALANCE WITH LOCKING TILT SHOE AT EACH JAMB TRACK B. (2) -METAL CAM -TYPE SWEEP LOCK AT 12- FROM EACH END OF INTERIOR MEETING RAIL C. AT LOCK POSITIONS D. (2) METAL TILT LATCH AT EACH END OF TOP RAIL AND INTERIOR MEETING RAIL E. (2) DIE-CAST METAL PIVOT BAR AT EACH END OF BOTTOM RAIL F. (2) SOLD STEEL PIVOT BAR AT EACH END OF EXTERIOR MEETING RAIL G. (1) STEEL -REINFORCEMENT CHANNEL AT ALL SASH MEMBERS NOTES, 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE IX BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE, WHERE IX BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEWASONRY SUBSTRATE. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MENBIAVE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, W. MATERIAU 51, FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - ALL SASH MEMBERS. 6. GLAZING: 6J, GLAZING DETAIL AS TESTED; 718'NOMINAL O.k IGU COMPRISED OF FROM EXTERIOR TO INTERIOR - LAMI LITE OF 1/8* ANNEALED GLAS x 0,090' EASTMAN CHEMICAL SAFLEX PVB INTERLAYER x I/8'ANNEALED GLASS, DESICCANT STEEL SPACER, 1/8" TEMPERED SACRIFIC LITE, INTERIOR GLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR EQUIVALENT), TWO (2) LEAF DUAL DUROMETER BACK -BEDDING AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER GLAZING BEAD WITH 7116- GLASS BITE. 62' AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAWDMAICSA 101A.S.21A440 SHALL BE ALLOWED PER ASTM E1300. 6.4. SETTING BLOCKS IF USED ANDOR WHERE REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHALL BE NF WITH A 70 TO 90 SHORE A DUROMETER, GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE FLORIDA BUILDING] CODE AS REQUIRED. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF III WOR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4', 9. FOR ANCHORING INTO CONCRETEIMASONRY USE 3116'HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 117 MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8"MINIMUM EDGE DISTANCE AND I* MINIMUM EMBEDMENT INTO MASONRY WITH ? MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- I* TOLERANCE, 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 13/8' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314'MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- VTOLERANCE, 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 314'MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +I- I' TOLERANCE. 12. ALL FASTENERS TO BE CORROSION RESISTANT, 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 1 lt WOOD - MINIMUM SPECIFIC GRAVITY (G) OF 0A2 (NON-HVHZ) AND 0.55 (HVHZ) 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL I8GA (0.0428'), 33KSI OR ALUMINUM 6063-T5 0.048'THICK MINIMUM TABLE OF CONTENT SHEET DESCRIPTION I ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS DESIGN PRESSURE RATING (PSF) IM ACT RATIN LARGE AND SMA PAC +550-55.0 MISSILE IM111 HVHZ AND WIND ZONE 4, MISSILE LEVEL D IN 0 mmi 11 Robert J. Anionaid, P.E. Mond. P.E. No. 48762 "00-MI, ES h 49752 Digitally signed by Robert J Amoruso Date: 2018.02.02 13:30:27 -05'00' PTC Product Design Group, U PO B.. 520775 Longwood, FL 32752-0775 321-690-1788 ln�,. FBPECelfficirroofA.Morizall No. 25M INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED, MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS, SEE NOTES 1 TO 3 THIS SHEET. 1/4" MAX. SHIM SPACE tai u I � - WINDOW HEIGHT EXTERIOR INTERIOR t PERIMg EROTISERAIS �O SHIM/4 SPACE INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES EMBEDMENT, SEE 1 TO 3 THIS SWEET. NOTE 5 THIS SHEET. MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED MIN. EMBEDMENT, SEE NOTE 5 THIS 1/4" MAX. SHEET. SHIM SPACE INSTALLATION ANCHOR. WOOD fNTERIOR,. W/7 III SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED. MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. \--INSTALLATION SUBSTRATE EXTERIOR PERIMETER SEAL BY OTHERS BY OTHERS. SEE NOTES I TO 3 THIS SHEET. WINDOW WIDTH t• • WOOD buck, CONCRETE/MASONRY OR METAL FRAME APPROVED INSTALLATION NOTEBc 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1. WOOD FRAMING 1.2, STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY 2, SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND CONCRETENASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCK IS NOT USED, DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4. 5. SUBSTRATE ANCHORING METHODS: 5.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 VY MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8' MINIMUM EDGE DISTANCE AND I'MINIMUM EMBEDMENT INTO MASONRY WITH 2' M#N#MUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1' TOLERANCE. 5.2.. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4" MtNIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #14 PAN OR HEX HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR. LOCATIONS HAVE +/- I'TOLERANCE. 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. T PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED ANDIOR SPECIFIED IN ACCORDANCE WITH ASTM E2112. � a 5 ^ z 00 a a ¢E ow a ca g J. , P.E. PE Na 49752 a ranee.. i akME3 AM �.��%�:,�tGENg�•�yGy. N 49752 •=`0'z ETA EE OF -W pJ�`�S�ONAtE��a* eegee®tr BIB891r ►Igitally signed ,y Robert i Pi'C C—W LLC PO Box 526775 FL 32752-0775 321-690A788 .con FBPE pf No. 25M