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HomeMy WebLinkAboutBuilding Permit Application All APPLIC LE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: RECEIVE[Permit umber: ' 0021 SEP 0 4 2018 . -ST, Lurie Ceunty, Permitting RECENED Building Permit Application SEP 0.4"i0» Planning and Development Services Building and Code Regulation Division Permitting Department 2300 Virginia Avenue,Fort Pierce FL 34982 St.Lu County Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: W PRQ OSfD IN • ROVfMENT LQCATI'QN: qq --�� Address: ..16 ��� ��nC v /-�� l>i•c,� o, FK d q f��j✓ Legal Description: Property Tax ID#: D3 0 7 Z l - 00 -0 0 o r - Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DE AI ED �;E�SCRIPTI© OF WQR? N N STRUCTIO (NFORil1/IATI®N: Additional work to be pertorm. ed .under this permit-check all that appy: Mechanical Gas Tank Gas Piping Shutters _Windows/Doors Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: /J 'A- Sq. Ft.of First Floor: Cost of Construction:$ 10'0 .00 Utilities: —Sewer _Septic Building Height: ® ER/L1171NTRACTOR. Name.`T 5 '(�' �� L ;Name: Add're'ss: s9lati L9oc.'al/n-z- 04' !:Company:,1 lull/ C 511- City. Q e�, �- State: FL i;,CAddress:�;; 4d �' •/�o�` i') ZipCode: 3��6.� Fax: Cityi trr� 6 .eC- State: �;, iii Phoiie:Ng.. :7,3- , q7-) " O t Z 6 Zip-Code:;' .3;9 63 Fax: E-Mai(:- ; Phone:N'o 7 7Z" 6'? Filllin fee,simpie Title Holder on next page(if different E-Mail ircrSS Jell✓4G from_tfie O,wrier listed above) State:or,County License f�ge— ..4 �,! 1 If value.of const-ruction is 2500 or more,a RECORDED Notice of•Commencement is required. lJP LEMEN L CONS T WA ION LIA IO DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Ow r/Lesse ontractor as Agent for Owner Signature of Contractor/Lice older STATE OF FLORIDA STATE OF FLORIDA COUNTY OF L L)L,- COUNTY OF The for oing. strument was acknowledged before me The f r oing instrument was acknowledged before me this day of 4n,f 20�Wby this V day of 20 by Name of person making statement. r Name of person making statement. Personally Known OR Produced Identification e-Z- Personally Known OR Produced Identification Type of Identification Type of Identification Produced b L --.- Produced / 4(Sgn4fur-!�4f Notary Public-­Stat6,6f Florida) (Signature o Notary Public-State o rida) r ��N m cc cm Commission No. (Seal) O>m Xo Commission NoU_ lu . (Se cm 00 ,0 XN UJ C4 .��C7oep ��C7 �aD CD atrl M c Yt'tfJ REVIEWS FRONT ZONING SU PLANS VEGETATION SEATURTLE E_ COUNTER REVIEW R � 1/�a EVIEW REVIEW REVIEW 1 DATE w m C ti(D RECEIVED =m 0�. DATE COMPLETED all ¢�'= 4. Te—v—. 8/2/17 RECEIVED L------ REClEjVED FILE GO permitting Department 2018 St.Lucie County nty, '' rm`ttintt © -+0 C� V- ilding Code Online Page 1 of 2 =man SCIS Home i Lng In user Regtsuation j Hot Topic Submit surcharge i Stats B Facts PubticauOrs CbntaD Us? SCIS SBe Map Links Search i Product Approval t r _ USER:Public user - Pmduct Aconwa)Menu>{rodpft or Ayallcation Search>Aaanration U >Appnent tM Dalian L- -C-RECE�JVED FL# FL19715-R4 Application Type Revision 14Code Version 2017 UApplication Status Approved ty, Permuting Comments Archived D Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Sliverline Drive North Brunswick,NJ 08942 (651)264-4178 Nichoias.Kopp@tandersencorp.com Authorized Signature Nicholas Kopp Nicholas.KoppOandersencorp.com Technical Representative Jon Berrien Address/Phone/Emall One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 ionberrian@sibp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Hermes F.Norero,P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity -r-Manufacturers Association-QA Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Po - wilding Code Online ' Page 2 of 2 Sections from the Code Product Approval Method Method i Option D Date Submitted 12/18/2017 Date Validated 12/18/2017 Date Pending FOC Approval 12/29/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 19715.1 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL19725 R4.1I SWD002 SS 2017-12-15.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See Installations Instructions and Product Evaluation FL19715 R4 AE PER5375 SS 2017-12-15.odf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes 19715.2 Series 2900/4900 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL19715 R4 1I SWD012 SS 2017-12-15.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installations Instructions and Product Evaluation FL19715 R4 AE PER5376 SS 2017-12-15.odf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes 19715.3 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL19715 R4 II SWD010 SS 2017-12-18.pdf Approved for.use outside HVHZ:Yes Verified By:Hermes F.Norero Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installations Instructions and Product Evaluation FL19725 R4 AE PER4805 SS 2017-12-18.1)df Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes 19715.4 Series 70 Model 2127 Single Hung Extruded Vinyl Single Hung Window of Use Installation Instructions Approved for use in HVHZ:Yes FL19725 R4 H SWD011 SS 2017-12-18.odf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.See Installations Instructions and Product Evaluation FL19715 R4 AE PER4806 SS 2017-22-18.odf Report for design pressure tables and limitations of use. Created by Independent Third Party:Yes B® Heat Contact Us::2601 Blair Stone Road:Tallahassee R 32399 Pilon:850-487-1024 The State of Florida Is an AAMW employer.Somuleht 2007-2013 state of Florida.::Privacy Statement::Accessibility statement":Refund Statement Under Florida law,emall addresses are public records.If you do not went your e-mail address released In response to a pubitc-records request,do not send electronic mallto M6 entity.Instead,contact the office by phone or by tradltlonal mail.If you have any questions,please contact 850.407.1395.-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 emall address if they have one.The emaus 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 emall address which can be made available to the public To determine It you are a licensee under Chapter 455,F.S.,please crick here Product Approval Aooepho ®W®ERR,® �.:.:-.Cledit:Cafd ..-r Solo... http://www.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl... 7/25/2018 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop! Dania Beach,FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Silver Line Building Products Series 70— Extruded Vinyl Single Hung Window (Impact Rated) for .Florida Product Approval FL# FL19715 Report No. 4806 Current Florida Building Code Method: 1—D (Engineering Evaluation) Category: Windows Sub—Category: Single Hung Product: Series 70 Single Hung Window Material: PVC Product Dimensions: See Installation Instructions,SW0011 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 5 F 0ir45.1 ' Prepared by: �.p Hermes F. Norero, P.E. Florida Professional Engineer#73778 Date:12/15/2017 Contents: '��i F ••''••....•••' C9 ��� Evaluation Report Pages 1—4 ���s`s�ONAL Digitally signed by Hermes F.Norero,P.E. Hermes� o`P.E. Reason:I am approving this document Florida No.73778 Date:2017.12.18 18:31:30-05'00' BUILDING DROPS FL#: FL1971S A Perfect Solution in Every Drop! Date: 12/15/2017 Certificate of Authorization;29578 Report No: 4806 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(d) Product Name: Series 70 Single Hung Window Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Silver Line Building Products based on Method 1d of the State of Florida Product Approval,Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD011,signed and sealed by Hermes F.Norero,P.E.(FL#73778)for specific use parameters. Limits of Use:- 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details, Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD011 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD011 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 4 BUILDING DROPS FL#: FL19715 ), A Perfect Solution in Every Drop! Date: 12/15/2017 16 Certificate of Authorization:29578 Report No: 4806 Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a quality assurance program audited by an approved quality assurance entity through Window and Door Manufacturers Association(FBC Organization#:QUA2515). Performance Standards: The product described herein has been tested per: • TAS 201-94 « TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-05 • ASTM E1996-06/09/12 • AAMA/WDMA/CSA 101/i.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories,Inc. (FBC Organization#TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 NCTL 110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization#:QUA2515) . 3. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F.Norero,P.E. Florida No.73778 Page 3 of 4 A, BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop! Date: 12/15/2017 Certificate of Authorization:29578 Report No: 4806 Installation: 1. Approved anchor types and substrates areas follows: Nailing Fin Installation: A. For two by(2X)wood frame substrate(Min.S.G.=0.55),use#8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For steel stud substrate(Min 18 Ga.,Fy=33 ksi),use#8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by(2X)wood buck substrate(Min.S.G.=0.55),use#10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete(Min.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete(Min.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where wood bucking is NOT employed,use 3/16"diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For steel stud substrate(Min 18 Ga.,Fy=33 ksi),use#10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions(SWD011)for anchor spacing and more details of the installation requirements. Hermes F.Norero,P.E. Florida No.73778 Page 4 of 4 SILVER LINE BUILDING PRODUCTS ��m'L ine M' V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) ONE SIVIRIINE 011NE NORTH WINEWiMNIM01 (IMPACT RATED) °M:BM 2344M _ � W V 2 C � 0• F� GENERAL NOTES: MAXOVERALLSIZE Z _ 7 1. THE PRODUCTSHOWN HEREIN l5 DESIGNED AND TABLE OF CONTENTS :3 m MANUFACTURED TO CPLY WITH THE 6TH EDITION I CONFIG. DESIGN MISSILE S 9m FLORIDABUILDIMGCODE(OMFBC),INCLUDING HVHZAND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION BEEN EVALUATED ACCORDING TO THE FOLLOWING: aa2 (` • TAS 201-94 52" 73" O/X +S5/-60PSF LMI/SMI 1 •- GENERAL NOTES&GLAZING DETAIL • TAS 202.94 0 • TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS • ASTM E330-02 3 VERTICALSECITONS REMARKS BY DATE • ASTM:1866-05 • 6TH to EDITION tM Oe/iV17 ASTME3996-06/09/12 4 HORQONTALSECTIONS • AAMII/WOMAICSA101/I.S.2/A440-08 5 - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF •N•NuuNorasaW Renua•m WITHSTANDING AND TRANSFERRING APPLIED PRODUCT anew man LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE YMaMOfOTNS WQMEMr�pM01RA'0Affw WD ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. Dlplta0ysignedgyy� F.Norero,P.E 43/64`O.A.I.G.LAMINATED GLASS Reason:1 Q�1110641 ment 3. IXAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSLSTINGOF: Date:2 'ig�B55: dD•j� ANCHORED AS SPECIFIED HEREIN,REFERTO SHEET'S FOR 1/8"ANNEALED GLASS +����Q-NN�`,. •����� FURTHER DETAILS OF BUCK INSTALLATION. 7/32-STEEL SPACER �• •O Q 3/32"ANNEALED GLASS + 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 0.090"SAFLDI PVB INTERLAYER BY GENERIC AND MAY NOT REFLECT'ACTUAL CONDITIONS FOR EASTMANCHEMICALPBINRLAYER NY T / + ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/32-EASTMAN [V+ TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, i r i \ O ••. ( P,•'•<4 A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN \ �j� �•'•••....••'��@j2�,� NON•HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT AAP ROVALTOBEOBTAINEDFROMMIAMI-DADEFIEROR EXTERIOR / \� INTERIOR s/ANAL 1 I rx we 5. APPROVED IMPACT PROTECTIVE SYSTEM LL NOT REQUIRED I an c 0X44 Eva OOA ON THIS PRODUCT IN AREAS REQUIRING IMPACT \ wt CUM W RESISTANCE. STEELSPACER / MIN.GLASSFLM: 6. WINDOW FRAME MATERIAL-PVC S/:TTI OR SITE 7/16" FL19715 7. IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD DOW 995 SEALANT DATE: ]2,11,17 COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN DWG.BY: CHK,BY. CHAPTER 23. GLAZING DETAIL 1 LMS HN B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300NOS. SCALE: NTS GLASS CHART&SEE SHEET SFOR GIALNGDETAILS L NGCONFURATONSSHACMPYWITADWG.M: SWD011 SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. OF 5 M( rk.°.1�aar4�i Silver Line _lAndiapR EB ONESILVERIINE DRIVE NORTHBIIUNSWM(mom I Ht 734729 MAX.O.A FRAME WIDTH 52" WIDTH47. 9' a3 g 3"MAX. 6"MAX. 6.25"MAX. q o o a A B FROM O.C. FROM UPI 3 3 CORNERS�r CORNERS I S°r 71 j NOTE:WET-ASTENERS ABOVE _ m THE MEETING RAIL IN D THE INTERIOR JAMB MAX D.LO. 4 "0' 6"MAX.� TRACK MUST BE FLAT HEAD o HEIGHT 33.50" C O.C. REMARKS I BY LDATE 4 9H FEC EDDMN LM 12.50"MAX. O.C. MAX.OA FRAME HEIGHT 73" 1� I MINWIM ruRnROOO®WING OM rAlR LVLTERAT YNi MNfli REM XIM M 9R WHIlk 1RIIOWTO THISCI OSSA HWRgMIN9,ORON A MAX.O.LO. •1(• 9umxororaRmDNDnuaxonDummRHD HEIGHT33.SO„ 3"MAX. 6.25"MAX. FROM FROM CORNERS CORNERS ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT fl • TT fY SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW ,0. .......... rtao of IM"Sr i JID�DR�RR 9FAO1�W/,tom F9F[C.w211mRIOL iIROE� Fl k: �IITx0I0A FL19715 DATE: 12.11.17 DWG.BY: CHK.BY: LMS I HFN SCALE: NTS DWG.u: SWD011 SHEET: OF 5 Z� 00, SlIverUnene ONESO MWEDEM NOIR"IEUNSmm m)OS301 DN: 734471E z Fb a, z SEE GLAZING SEE GLAZING y DETAIL,SHEET 1 DETAIL,SHEET 1ligg y� CC !I W O C) ? cc a `o 6 REMARKS BY I DATE rc 67"EK EDRION LM W17 7: EXTERIOR INTERIOR EXTERIOR INTERIOR u. AW VM1 11WMOW=W WMW70EMEE CWMW- ALTWM0w, �OI MMI MWWTMDDDIMORMENOTMWMINO %%S l 11111,11 SEE GLAZING SEE GLAZING fl T T a DETAIL,SHEET i r DETAIL,SHEET 1 ��0�'•.,• NA1 ".DAD►.pZ�N.y 7a owrex��fAOnEl4�4/J7E E1H oDEc Ol 6RD�Mo1 No 7p7! FLN: FL19715 DATE: 12.11.17 DWG.BY: CHIC. SCALE: NTS DwG.x: SWD011 VERTICAL SECTION VERTICAL SECTION SHEET: 3 3 OF 5 ,. I sw, MUne ONESttVflUINEDM NOWN BMMV IO.N1 aM VN: ESNSib SECTION FOR INTERIOR SECTION FOR Z BLOCK&TACKLE SEE GLAZING SEE GLAZING ONSTANTFORCE in o o0.4 BALANCERS \ ETAILSHEETI DETAIL5HEETi BALANCERS E ix . _ _.®. _Cr.. ion w= x m EXTERIOR IIp D.L.O. a REMARKS BY DATE MAX FRAME WIDTH 6FN FlCEDOION EM O6lWS� HORIZONTAL SECTION f -- R7 OMM13 v umaauNor¢unmdw�mwxauo�.uN WINgUf WNf1ENWNSORp W6W10a109.tl1C. utEmmwF.xnamauxcsuaNsuaame� SEE GLAZING SEE GLAZING +mTM� n«!mmru o �LSHEETI INTERIOR DETAILSHEEri—\ %%Will 11"i F. ` Zir 7 .O ro" "1 P."""� : 3{ EXTERIOR rr��� ``%NA4 O.L.O. naartwF �w t_�rsau °m MAX FRAME WIDTH roc®rE d um N"assn FLM: FL19715 HORIZONTAL SECTION „MS 12.11.17 owLMS 04K BY., SCALE: NTS DWG-#: SWD011 SHEET: 4 OF-S—/ 1/4"MAX. . E MIN. SHIM SPACE SUBSTRATE �� SUBSTRATE MINEMBEDMENT SUBSTRATE SlWrlilY@ EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS BY OTHERS arAtttieTsiT SCREW IN THE INTERIOR CHANNEL MIN. MIN. EDGE DISTANCE , GHTsuwuuleDArvF EMBEDMENT SCREW IN THE EXTERIOR w Hateµ°N CHANNEL z_� F TusTie PERIMETER SEALANT c BY OTHERS SHIM 5 ACE PERIMETER SEALANT u4nIM Z a 2 BY OTHERS SHIMSPACE q3 si EXTERIOR MIN. 8 8 3 g EXTERIOR INTERIOR EMBEDMENT EXTERIOR INTERIOR A.�x li C A VERTICAL SECTION HORIZONTAL SECTION C HORIZONTAL SECTION_ g cc I K s 6 THROUGH FRAME(HEAD] THROUGH FRAME(IAMB) NAIL FIN(MEAD) c(x S A vWsX Om u4'r�ax REINFORCEMENT DETAILS SU85TAA SPACE —I 1—0.34" BVOTHERS 0.87" 0.83' REMARKS BY DATE INTERIOR —«� -0.13° Z 0.77° i�" �y}+—0.46" BIN Ila EDatON lM 7 INTERIOR 0.06" D.B7' EXTERIOR 0.45" ALUM NUMOP LOCK N MING RAIL ALO MIINUMTTOM FT RAIL&SASH 1 EXTER40R uu om' ixio#° i ANr�O 4wai r+°mida+ MIN.EDGE DISTANCEttIJJJJF, HORIZONTAL SECTION /T VERTICAL SECTION •�° s F' ° ''- HAIL FIN MEETING STILE .� ',•• Q--�� INSTALLATIONNOTFS: ANCHOR SCHEDULE ,,q,, =* . =M*•' 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MEFX00 auseTl+ATB Aa:crroRacHEDuta NNEABETIMENT DISTANCET T KEAD 1. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MI NIMU M NUMBER OF ANCHORS TO BE USED FOR W uarta°«oac Pµ t6• ore .• PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED, NAHNOFIN METAL:ihDAUMBINk VITlxaeAav •�• IAN.Ty-x1Ka1 PENETRATION osr --'�-i�JsiONAt�� 3. INSTALL INDMDUALINSTALLATION ANCHORS WITHIN ATOLERANCE OFi1/2INCH THE DEPICTED LOCATION& H i a METAL SPACING IN THE ANCHOR LAYOUT DETAILS(LE.,WITHOUT CONSIDERATION Of TOtERANCES)•TOLERANCES ARE Ila PAN HEAD Namm INC NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT', EXTEMOR GHAHNEL is a.Tr ar L CANAEAU}}336 A F![aFAL aF OIQ wao0 iarLso.ose 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM 610FMN THEADTHE STACKTOBE3/81NC4.SHIM WHERE SPACE OFI/16INCH ORGREATER OCCURS.SHIM(SISHALLFt# BECONSTRUCTEO INERMCHANNU 16` aTs w s20M. FL19715 OF HIGH DENSITY PLASTIC OR BETTER S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO, IMOPOH EL EADIN PENE BEYOND aha' FOAM,BRICK VENEER,AND SIDING. THROUGH FRAME WAL:18awmalwt METAL DATE: 12.11.17 Ma1FT«3= 3THREADS MIN DWG.BY: CHK.BY: Na FLAT HEAD N THE G. INSTALLATIONANCHORSANDASSOCIATEDHARDWAREMUSTBEMADEOFCORROSIONRESISiAHTMATERULLOR NiENORC}WAEL PENETRA�eavaNa a'ha� Mr, , HFN n HAVE A CORROSION RESLSTANTCOATING. i8 7. FOR HOLLOW$LOCK AND GROUT FILLED BLOM DO NOT INSTALL INSTALLATION ANCHORS Iwo MORTAR JOINTS. tE ft-MOVE! y1 IT� I.= �Te SCALE: NTS EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OFBLOCK DWG.N: SWD011 B. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION aHMA = Fa LATApoom 1a8 iia Ems' INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM � FLAT STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER B. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. KOF 5