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266 PINE ST - DOORS J( ''' RESIDENTIAL PERMIT PERMIT NUMBER ),...„- RES18-0212 . CITY OF ATLANTIC BEACH ISSUED: 11/29/2018 800 SEMINOLE ROAD `�'���" ATLANTIC BEACH. FL 32233 EXPIRES: 5/28/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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 permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 266 PINE ST RESIDENTIAL ALTERATION Replacing 3 SGD $10300.00 RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170552 0010 SALTAIR SEC 03 COMPANY: ADDRESS: CITY: STATE: ZIP: DAHLGREN ENTERPRISES 9827 BUNCOME RD JACKSONVILLE FL 32246 INC OWNER: ADDRESS: CITY: STATE: ZIP: HARMON HUBERT G JR 266 PINE ST ATLANTIC BEACH FL 32233-4014 LIFE ESTATE 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 JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $52.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 45500003221006 0 $50.00 Issued Date: 11/29/2018 1 of 2 .Y� . -) RESIDENTIAL PERMIT PERMIT NUMBER `1 -j CITY OF ATLANTIC BEACH RES18-0212 .5ISSUED: 11/29/2018 Mr j� ,� 800 SEMINOLE ROAD EXPIRES: 5/28/2019 ATLANTIC BEACH. FL 32233 STATE DBPR SURCHARGE 455-0000-208-0600 0 $4.61 STATE DCA SURCHARGE 45500002080700 0 $3.08 TOTAL:$265.19 Issued Date: 11/29/2018 2 of 2 NOTICE OF COMMENCEMENT (��S (PREPARE IN DUPLICATE) Permit No. J2J3)it 024 Z Tax Folio No. State of florida County of duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information is stated in this NOTICE OF COMMENCEMENT. � � � � ).el4r Legal description of property being improved: �v—�-�a7�i—��---.-. .e s Li) 3—7 v K :�-S Pte,. A 00-14 It, -25 ---Z.?c p )11 S .54.14-"...:1- .Sc c 0 3 L6 -1-5? 5 Address of property being improved: 426 ` 2 Ae ‘54'/' 1e.41,c C-1' /—L- 32-Z-)) General description of improvements: ioev- i--.c I t d. '., V 4' 3 L cxwi' Owner Aglef t /� Address 02,4 C. pi�L sl-. �rfe+at:c Text-k 32233 Owners interest in site of the improvement Ot art€- Fee Simple Titleholder(if other than owner) Name Address Contractor DAHLGREN ENT.INC. Address 3148 LEON RD JAX FL.32246 Phone No.9044340582 Fax No.9045278487 Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address - Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY X i OWNER r Signed: �,/)�; �_ E/ /.30/(X)/ Before this -‹0 day of e. + ._J / th ' Cou0ty of Duval.State of Florida•has personally app-aced Terry Hendry ublio Doc#2018280169,OR BK 18612 Pa a 1060, himself/herself and affirms that all state "kC' - larations h�e. q g are true and accurate % Mate of Florida Number Pages:1 • x Recorded 11/29/2018 01:40 PM, �► Cornrnission Expires 11/30N021 RONNIE FUSSELL CLERK CIRCUIT COURT DUVALCommissi� 155172 COUNTY 1I '1 i.- t1—JFt:/F'"1C RECORDING $10.00 No`taarypublicatl.¢rge.State of F? •J . County of 0 iL, My commission res: Personally Knownor Produced Identification ft ()it;e(4 LiC_ e�s.-141re, City of Atlantic Beach APPLICATION NUMBER �s• i\ Building Department (To be assigned by the Building Department.) 800 Seminole Road 12 EJ I 62- 1 2 Atlantic Beach, Florida 32233-5445 t Phone(904)247-5826 • Fax(904)247-5845 / Q 0H �? E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 2-(Q (,Q 17( (/` ST Department review required Yes No 1 [��� uildin� Applicant: -� `3(eY\ E ,T� yiseS Planning &Zoning p Tree Administrator Project: 1o,s1---cLA, 3 JGt Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection N Florida Dept. of Transportation C St.Johns River Water Management District _ p Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. If6enied. . ['Not applicable (Circle one.) Comments: :UILDING PLANNING &ZONING /1 Reviewed by: Date: G- -/ TREE ADMIN. Second Review: Approved as revised. ❑Denie ❑NotaPPlicable PUBLIC WORKS Comment :/i U 2 -I-At co/I/raC/vlG C Aa11-5e --/--t Va IVa-i onc' Uti orik- I IKt Gn A I12#/ _ lin€S PUBLIC UTILITIES b-c Pt u esa, i /v0 G be ioR{ > g Such 'Pe rrn PUBLIC SAFETY Reviewed by: / ' Date: G/27/I FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY CBuil=`' ''�' ding Permit Application Updated 12/8/17 City of Atlantic Beach J <_;;,,v 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Q {�/ Job Address: 2j (o 1(.4 n L S f ,44 (5.�x-t t. y ..321,1/Permit Number: 1Z EJ7 ` 0�0 212. Legal Description ( RE# Valuation of Work(Replacement Cost . 'l?(Jt9•(A) •eated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): Ne .•. : ' teration Repair Move Demo Poolindow/Door • Use of existing/proposed structure(s)(Circle one): Commercial esidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: two f2 itve, one (0' 5G-6 ci. ,'7' 56-D. d,1 34,..kds=de ol (to,ivc. Florida Product Approval# f 1'0/0 for multiple products use product approval form Property Owner Information Name: Mt, kfarts40.4 Address: 026,G p4e 54: Aft ae.Lti rt.- 3Z2-73 City ce.vr.1F actx State f L Zip 3 22-3 3 Phone 90 y O y Q y f E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: lak(gt, . Eitkt Jgc- Qualifying Agent: Et24G 'J/lHG 6-12A%4! Address 3)11e l_Gu+t 0.A. City '5coe State FL Zip 3Z2 y L Office Phone 70k N34 03 f(2- Job Site/Contact Number 1/3 L/ O5 L State Certification/Registration# Cat 13 z qy7 S E-Mail Ah ,)at., e sn-t.a..'/ •C 0-K Architect Name&Phone# ,LJ/,4 Engineer's Name&Phone# /WA-. Workers Compensation &---xet-. xempt Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. 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 permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR NOTICE OF COMMENCEMENT. S ' , CAfrzu • (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed)before me this&j day of Signed and sworn to(or affirmed)before me this /2- day of ..i.' I ,'4�b ,by 1)'Y1rle Ar M ............• •••i----,-24'4 c 14"I (14,n', Dahl green ,l = ,/ �y (ILO ' `1 :;! .. DONNA L.BARTLE / �/C 4 `,im �t9 ��L �/1 ` I/.itti 4440-t!Y► YGbntrni38ton Expires Sig ture of Notary) � ' 1 fi��o; EXPIRES:May 14,2021 (. :nature of Notary) Commission No.GO 155172 '%:E OF r�o Bonded mn,Notary Public Underwriters [ ]Personally Known OR [ j Personally Known OR terProduced Identificatipj 1'L LO-Us Identification q f� r7 Type of Identification: of Lt, e s L i c. Type of Identification: FL Dr,V'� P42.4 211M71-0 77 q//-0 OFFICE COPY t . , CITY OF ATLANTIC BEACH `, 800 Seminole Road Atlantic Beach,Florida 32233 t REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date '3(-9`/V Revision to Issued PermitCorrections to Comments Permit# £e) /YUZ! 1-- Project Project Address _ , 4L el., z S f• Contractor/Contact Name c-c_iiy,.e.K TjA.i i-• T./y c 74----Kt c 6.4 1,14 & rc c----../ Phone g y-y7 tf-OSY2. Email Description of Proposed Revision/Corrections: Permit Fee D.e $ 5 d Ge, AcY w,'Acid(,/1 -in -34 b• Additional Increase in Building Value $ '(c.15 ``U Additional S.F. !i '74'. By signing below,I E a l G I)A F/C GfQA/ affirm the Revision is inclusive of the proposed changes. (printed name) gr7 -fY Signature of Co tactor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved i\C- Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building filr Planning & Zoning &Reviewed By Tree Administrator Public Works Public Utilities —) U—2 02 Public Safety Date Fire Services e rs Vir- i ��" CITY OF ATLANTIC BEACH r,s `\ 800 Seminole Road 1 Vr OFFICE COPY Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date �9 -/to _( V Revision to Issued Permit ( Corrections to Comments Permit#12t 5 it-02-i 1- Project Address G24(.• 1,0;4 c 51 Contractor/Contact Name it-C1 ) ' Ni- --TA'C Phone qoir ti V,-() rZ Email FE.�j c 0 ;,,.t <% , C v. Description of Proposed Revision/Corrections: Permit Fee Due$ 50- D a •(-1e,y+ qo d- l74. .t CVA pe,-,1 if t-pp Additional Increase in Building Value$ c2( Additional S.F. By signing below,I b k(C.. b ' L 6-& t' ' affirm the Revision is inclusive of the proposed changes. 1. •• ed name) .v./ 6 _ ;0*.. ib- Signature o Contr. - _ ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building mC ing ( Reviewed By Tree Administrator Public Works Public Utilities /';'7/2..04 Public Safety Date Fire Services ?S'..- "16 ,vCITY OF ATLANTIC BEACH ,r j 800 SEMINOLE ROAD J `"or) OFFICE COPY ATLANTIC BEACH, FL 32233 (904) 247-5800 442,01119 BUILDING BUILDING REVIEW COMMENTS Date: 6/15/2018 Permit#: RES18-0212 Site Address: 266 PINE ST Review Status: denied RE#: 170552 0010 Applicant: DAHLGREN ENTERPRISES INC Property Owner: HARMON HUBERT G JR LIFE ESTATE Email:fixjax@gmail.com Email: Phone: 9044340582 Phone: 904.860.4945 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correctio• omments: 1. S •mit the Florida Product Approval number associated with the sliding glass doors that are going to be i Iled.Submit r- ision at the Building Department. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us / / of Erna e Re�;ew 60m rrl PA-+f -G 45".d Sr- pia Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. a r- _I L.. r �1� E. N N (j_' 1 • < R 3,„4 } f Silver Line I SILVER LINE BUILDIN111111 G PRODUCTS CORP. ■■ V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) ONE SILVERLINE DRIVENORTH BRUNSWICK,W 08902 PH:(8001234-422B (NON—IMPACT) (HVHZ) LL u =T Z, 3- a t. W LT,. 00 Iz�d s LT,.20 F L7IIS; o 2 F_Isigi i =3 >nw 9 0z = GENERAL NOTES: = m m 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS >'^ \a CONFIG. < \® MANUFACTURED TO COMPLY WITH THE CURRENT EDITION DESIGN MISSILE L'u PRESSURE FLORIDA BUILDING CODE IFBCI,INCLUDING HVHZ AND HAS WIDTH HEIGHT IMPACT RATING SHEET REVISION SHEET DESCRIPTIONkaJac BEEN EVALUATED ACCORDING TO THE FOLLOWING: ~ 0. • TAS 202-941 - GENERAL NOTES&GLAZING DETAIL • ASTM E330-02 52" 62.50" 0/X +62.B/-65 PSF NON IMPACT REMARKS BY DATE • AAMA/WDMA/CSA 101/IS.2/A440-08/11 2 - ELEVATION&ANCHOR LAYOUTS 52" 73" 0/X +55/-60 PSF NON IMPACT 3 - VERTICAL SECTIONS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 4 - HORIZONTAL SECTIONS AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 5 - REINFORCEMENT DETAILS PMIS DOCUMENT R THE PRURNI V Or BUIDIRI ORDN,Pk LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE AND SNAU.NOT BE REPRODUCED IN WHOLE OR PART W KNOUT WRITTEN CONSENT DD BUILDING DROPS.INC. ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ALKINGS T NS.S DRIDNS,MGHLIGNE INSTALLATION. MARKINGS TO UDATE OU CO NOTU11ON AND Digitally M9 -•. RMiOy f Norero,P,E 3. iX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND -r., ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Dale: l•~ .r L E/� STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 5/8"O.A.I.G.GLASS �� RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF �1 :::301111: • ,i�RECORD FOR THE PROJECT OF INSTALLATION. QI 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE / •�: * '"'1 GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR gA SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / OFrX TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, EXTERIOR / \ INTERIOR 1��j P, g A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE (� T�� 10 40 a NON-HVHZ SPECIFIC REAS NN HVTS OR USE WITH THIS HZ AREAS,ONE TIMEDCUMENT PRODUCTIN 1 (� "' 1 ',''/5 0 •L ..s,_‘& 5,``` APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR \ 18 I �11 yBReA►,l,.c AHI. STEEL SPACER (i . I II/ 73778 PL015DA., N•0Xi MIN.GLASS °UIIL•ED CROPS.BIC 1/8"OR 3/32" , 35 E. TCA IBL 33° ▪ 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON U. BITE 7/16" MEP[CERT.OP AUTICNIZAOON 50 29575 THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SETTING BLOCK A FL if: p 6. WINDOW FRAME MATERIAL:PVC FL14911 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD GLAZING DETAIL 0g COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED DATE: 01.23.18 S OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN I CHAPTER 23. DWG.BY: I CHK.BY: NOTE: HR HFN 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SCALE: NTS 'B GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN fCURRENT FBC AND ASTM E 1300 GLASS LOAD DWG.JJ: SW D049 3 RESISTANCE. SHEET: 1 OF 5 J f • 1 Silver Line N\ I MAnd'ei3FEi ga II 111 @ ■111 ONE SIEVE RUNE DRIVE NORTH BRUNSWICK,NJ 08902 PH 180012344228 U Z� MAX.0.A FRAME NN O"Rt°B WIDTH 52" R MAX.D.L.O. 3 ., EE:X e t 3 WIDTH 47.69" O O 8 3"MAX. 1 6"MAX. 6.25"MAX. 4 �+ a L7 s s_ ee O.C. FROM n Z CORNERS CORNERS =+ o S I I Wn CC NOTE: "'= p / ALL FASTENERS ABOVE — — w cc \a THE MEETING RAIL IN a \ THE INTERIOR JAMB MAX.D.L.O. 6"MAX.J • „p„ TRACK MUST BE FLATHEADS. „p„ r a HEIGHT 33.50" "0' O.C. REMARKS BY DATE — 1 4 12.50. __ \ — MAX.O.A FRAME D.C. HEIGHT 73" 102 000UMENT OW PROPERTY OF WSW'Y OROK,OE MO SHELL NOT N REPRODUCED IN WHOLE OR PMT D WITHOUT WREN CONSENT D<WILDING OROS.INC. ALTERATIONS,ADDITIONS,HIGHW STING,M OTHER 4 MMMNGS TINVAUDA OUR CEIRIFKATIOFI. EO AND MAX.D.L.O. ^x" 6.25"MAX. 3"MAX. Iltlll 8 HEIGHT 33.50" FROM FROM `,5111 I////� I T CORNERS CORNERS ��S``• ,.•• ''�'i • =* N. 7 4 11 11 o' * _ �� SA OF : tri Z. r ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT ?0�v, . ECR-..' 4`� t SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW °'/,•''NEE�" O •L `NCo`•• `,S iI7 RAMIE 73Pi. 11.003A P.C.No 73778 DURUM CROPS.NC 388 E.DANI BEACH BLVD.I 338 tDANA BEAOE,FL 33004 nim CERT.01 AUMOIRATICN No.28578 a FL#: FL14911 g DATE: 01.23.18 3 DWG. R Ic"KHFN I SCALE: NTS T i DWG.9: 5 W D049 3 SHEET: 2 - 0F 5.1 E Silver Line mode a II 111 / 'II ONE 51LVE RUNE DRIVE f I �. - NORTH BRUNSWICK,N101902 :I .- '- -I PH:10.00`234!218 NW, ' \ J z E / / : ten a E 1 I ,d F / VI. H aM'R K,'19 \�I I / \ Z_- z �QT z3 ° oc�" : E o SEE GLAZING SEE GLA2ING c S Z DETAIL,SHEET 1 DETAIL,SHEET 1 ul 3 F g a I U LL m uw l7 ¢ U 0 o Nj i } CO 2 ODCi Cil ,I a <0 a F K R- a 1 REMARKS BY DATE s 2 I C� 2 ■S f INTERIOR EXTERIOR 1' -1'--' INTERIOR EXTERIOR f ri_ ,_. g - AND SMALL NOT RE MRRODUCE0IN WNOLE OR PART i WITHOUT WRITTEN CONSENT OF BUNN.DROPS.INC MT[RATIONS,ADDITIONS,NwHUONNND,DR DTNER AWNINGS TM. WOMEN, norrrzo MoyWDATE ON acmo“. gq�I ``,1111111111///,''' N..7 I SEE GLAZING SEE GLAZING -7. S AA OF r DETAIL,SHEET 1 DETAIL,SHEET 1 %( q�.1.,pP,:� kid f �i� ` ',,,S, O 1 ANG I```mo• / / ..DDDRNo 737713 37 B �.. 3M Gat: BEAO1 BE1O./.ue vPOPE CRT.a MFMOIBZRAIION Na 295713 ll 4 i-1641'�Il t'M,,,1, FL N: FL14911 g # DATE: 01.23.18 1 DWG.BY: HR FN I SCALE: NTS zOA VERTICAL SECTION (I) VERTICAL SECTION DWG.k: SWD049 3NAIL FIN THRU FRAME SHEET: 3 0F 5} Silver Line 1 Z MAnd'ersen S a.. INTERIORONE SILVERLME DRIVE NORTH BRUNSWICK,NI DR902 SECTION FOR SECTION FOR PH I800094+22R BLOCK&TACKLE SEE GLAZING SEE GLAZING I-CONSTANT FORCE BALANCERS _\ DETAIL SHEET 1 DETAIL SHEET / V BALANCERS 2 ' : •//�CD`® o 1OO ®j ■i0f,J �' �N o p Fx 1 �I . / 1 ,Ji oz a Z a . / ^3 5 oif1E51 I i En O 3 ..t_... EXTERIOR m i m j .)> i m5 x m D.L.O. j W /a ai u - MAX.FRAME WIDTH - ' i REMARKS BY DATE THORIZONTAL SECTION 4 UPPER SASH ISIS DOCUMFNTis THE mom),Of BUILO*.DRU%,IRI. MO SHALL NOT NE RENODUCFO IN WHOLE OR RMT wITNCUT IMN CONSENT OF BOWING MORS.INC. IMS,IDOITIONS,NRHIGHTING,OR OTNER MARMTE45 TONLS DOCUMENT ME NOT NRMITTED MD NVALIDATE OUR CERTRYATION % SEE GLAZING INTERIOR SEE GLAZING `tit I I t I I I,,, l /DETAIL SHEET 1 DETAIL SHEET 1 — ,,�.•..•.. /�� i . 4 / T-T N. 7 .�'. / \ - _r -7..0 S A OF •cr r 1 _I �.OT 'IOP• ��: EXTERIOR °ie,'j's 0 • •L ANG`N.``�`� n IIB.ob?L•L D.L.O. ROMA BWO.EOPE Maz iNC� s.E.DANA BEACHit>810. ].T. DANA BEAOI, MK CERT.Or AUTMO K11I N Ne.283711 - MAX.FRAME WIDTH - FL B: FL14911 g ,E ) HORIZONTAL SECTION DATE: 01.23.18 i LOWER SASH DWG.BR I CHK.BY: E SCALE: NTS 1 DWG.B: SWD049 SHEET: `if OF 5J MIN. SUBSTRATE 1/4"MAX. SHIM SPACE 61 I~ SUBSTRATE MIN.EMBEDMENT SUBSTRATE Silver Line EDGE DISTANCE BY OTHERS © BY OTHERS BY OTHERS q•Andetsen INTERIOR ■■ ri, SCREW IN THE INTERIOR CHANNEL . UNSWPTX,NJ C•902 A._' A :- _„1,11:1.! SCREW MIN. .. j / MIN. •II)li/4 EDGE DISTANCE 0, ONE SILVERUNE DRIVE .• MIN. EMBEDMENT ;�:"�. / CHANNEL o i / NORTH g80e123�228 red SCREW IN THE EXTERIOR z PERIMETER SEALANT T 1/4"MAX PERIMETER SEALANT I 0 2 BY OTHERS •' SHIM SPACE iM I 1, �, BY OTHERS !MIK 1/4"MAX z E^y FA 0 1 EXTERIOR EXTERIOR MIN. SHIM SPACE w— o c 0 y e k S 14 INTERIOR EXTERIOR INTERIOR } EMBEDMENT N Q S z E w i i 8 OA VERTICAL SECTION HORIZONTAL SECTION I HORIZONTAL SECTION N z °, s s§ g iD THROUGH FRAME(HEAD) 6 THROUGH FRAME(JAMB) 6 NAIL FIN(HEAD) al 2 i 5 R ; N= O Z m n N= N—� m 1/4"MAX. REINFORCEMENT DETAILS o /a SUBSTRAT SHIM SPACE u' a BY OTHERS -1 0.34" IINTERIOR I II I ~ ar S_,0.83" 1 1 1 _0.87„ [�-+IF�0.13" REMARKS BY DATE z �7' 1!,[1-11.01' �, ..© 0.77" l �` T -1 1_0.46' ,. EXTERIORy I 0.06" 0.87" W \'N`it.1 0 INTERIOR 0.45" f �,' EXTERIOR 1 I 1 LOCK RAIL TOP O LOCK ALUMINUM RAIL O BOTTOM RAIL&SASH „,,,..,,,,,,,,,„w,,,,,,,,.....__:,OLRI. O ALUMINUM AND fNA LNO RFNPROD X2DMw WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING MOM,INC ONS.MOITONS,NGIRGNTI O.OR OTHER MARKINGSHIS DOCUMENT MEb E NOT PMTTED AND MIN.EDGE nrvAUOATE WR CERTIFICATION. l' DISTANCE HORIZONTAL SECTION C!) VERTICAL SECTION ANCHOR SCHEDULE NAIL FIN(IAMB) MEETING STILE METHOD SUBSTRATE ANCHOR SCHEDULE MW EMBEDMENT PAN. • , O �, E IN �i [ INSTALLATION NOTES: wood:MIN.sG=Bss PAN HEADOOD 15• 0.75• V� r0 1. $ NAILING FIN _ '• N•' 7fri . '� 3. 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METAL:18 GAUGE Steel, as TEK SCREW PENETRATION MIN * MW.Fy=33KSI 3 PENETRATION BEYOND 0.5P * 5 n 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE METAL r. S A� OF Lu MAXIMUM SIZE LISTED. 1110 PAN HEAD IN EXTERIOR CHANNEL Wa' 0.75• �i.QP.�5'IDP.' ; OUT 3. INSTALL DETAILS(I.E.,WITHOUT CONIVIDUAL SIDERATION ON OF TOLERANCES).TOLERANCES ARE NOT CUMULATITION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE VE DLOCATION&SPACING IN THE ANCHOR EPICTED ONE INSTALLATION ANCHOR TO THEYNEXT. WOOD:MIN. 0.55 Ito FLAT HEAD IN THE 13• 075 i'FS O •L E�\•�•S``` INTERIOR CHANNEL H 0'i y L P.G 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM n tsA P. NR 773778 • WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. RIO PAN HEAD IN 3 THREADS MMN 395 E°ANI°SEAa�gb 358 3 EXTERIOR CHANNEL PENETRATION BEYOND 0.50' OARRA BEAa.R]J METAL:18 GAUGE Sleet METAL PBM FIAT.CF A41H01127A1ON NR.29570 U 5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE MIN.Fy.33KSI 37HREA0$MIN FL#: 0 DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE #10 FLAT HEAD IN THE PENETRATION BEYOND 0.50' F L 14911 INFORMATION. INTERIOR CHANNEL METAL THROUGH FRAME 3118'SW TAPCON 0. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FLAT HEAD IN INTERIOR 115' 1.75' DATE: 01.23.18 SIDING. CHANNEL CONCRETE:7G3000PSl 3/16'fIW TAPCON DWG.BY: CHK.BY: F 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HEX HEAD IN EXTERIOR 1.75' 1.75' HR COATING. CHANNEL SCALE: NTS j 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLATIHEAD IN INTERIOR 1.25" 1.75T DWG.6: SW D049 1 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRYCMU w As>a CHANNEL i 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.2000 PSI 3/15.17W TAPCON SHEET: 9 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. HEx HEAD IN EXTERIOR 1.25• CHANNEL 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 OFFICE COPY SILVER LINE BUILDING PRODUCTS iriSilver Line 70 SERIES AWNING WINDOW WINDOWS.. .RS RATED 521 VE INSTALLATION NOTES: N TH s�5�w 08902 PH:M2)435-11200 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. o Z rmt 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF TABLE OF CONTENTS o I„I g; I ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. SHEET REVISION SHEET DESCRIPTION Z An n 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH Q h "0 m ,Z, THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E., GENERAL NOTES: 1 - INSTALLATION 4 GENERAL NOTES Oo 0 V it e, WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE 2 - ELEVATION 4 ANCHOR LAYOUTS i j �p W 2 FROM ONE INSTALLATION ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND 3 3 Z m MANUFACTURED TO COMPLY WITH THE STH EDITION 3 ELEVATION&ANCHOR LAYOUTS < f<,1L m Q N m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS 'n Z(++ 5. n < IT IT 4 - ELEVATION&ANCHOR LAYOUTS w w CI A MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 BEEN EVALUATED ACCORDING TO THE FOLLOWING: _ w INCH OR GREATER OCCURS.SHIM(S)SHALL 8E CONSTRUCTED OF HIGH DENSITY • AAMA/WDMA/CSA 101/I.5.2/A440-I1 S - ELEVATION&ANCHOR LAYOUTS w aL m w< PLASTIC OR BETTER. - w N d 0 m O 6 - VERTICAL SECTIONS L0�44 0^ LU!J m 5. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD 2. ADEQUACY OF THE EXISTING STRUCTURAL 7 - VERTICAL SECTIONS F a SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING 3 LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 8 - HORIZONTAL SECTIONS ! WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 6. FIN INSTALLATION:FOR INSTALLATION INTO METAL STUD USE#8 GRADE 5 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THEBILL OF MATERIALS,COMPONENTS A BUCK ANCHORING n SELF-DRILLING OR SELF-TAPPING PH OR HWH SCREWS,OF SUFFICIENT SUFrreTENTIIWGTH TO ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 9 &GLAZING OPTIONS ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL WALL INSTALLATION. m 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO 3. 13 AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND OVERALL SIZE v CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE PRODUCT DESIGN INSTALLATION MISSILE GLASS DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE MODEL WIDTH HEIGHT PRESSURE METHOD IMPACT RATING TYPE Z/� MINIMUM EMBEDMENT. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 0 RECORD FOR THE PROJECT OF INSTALLATION. B. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE 70NA W1 48' 36" .50/-SO PSF NAIL FIN NON-IMPACT 62 F—I Z #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE _ ,^ O EMBEDMENT INTO WOOD SUBSTRATE. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR v, F.� A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 70RAW1 48" 36" .50/-50 P5F FRAMEH NON-IMPACT 62 1-4 SHL B. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE#10 TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, > GRADE 5 SELF-DRILLING OR SELF-TAPPING PH OR HWH SCREWS OF SUFFICIENT A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 701`JAW2 96" 36" •50/-50 P5F NAIL FIN NON-IMPACT 62 N w a.L c, WALL NON-HVHZ AREAS. THROUGH 70RAW2 96" 36" .50/-50 PSF FRAME NON-IMPACT 62 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON F THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. 70NAW3 108" 36" •50/-50 PSF NAD.A FIN NON-IMPACT 62 1 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 6. WINDOW FRAME MATERIAL PVC O CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 70RA W3 108" 36' •50/-50 PSF THROUGH H RAME NON-IMPACT 62 `(, I III .- 1.1„ II .-1' R I12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION GLASS CHARTS.SEE SHEET 9 FOR GLAZING DETAILS. • F2 0.•* N ��%/,� i t ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE 7ONAW2V qg• 72" .30/-30 PSF NAIL FIN NON-IMPACT 62 Vit r Y� •...... •. OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 70RA W2V 48" 72" .30/-30 PSF THROUGH NON-IMPACT G2 •1='� •. •Ig Pik g i MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE L � H • W USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH N•, " SPECIFIED BY THE ANCHOR MANUFACTURER. 70NA W3V 48' 108' .30/-30 PSF NAIL FIN NON-IMPACT 62 : F- R 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON 70RAW3V q8• 108' .30/-30 PSF THROUGH NON-IMPACT 62 1..... 0,..N.�y••• '••0 `.i. SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: FRAME �j PR �. i e A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 77i',G"r* .11i11 x B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 70NPW1A W1V 48" 96" .30/-30 PSF NAIL FIN NON-IMPACT 61 462' .o >. C C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH µJ 8 MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ~CX mZ* Y* <~ 1 ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. 7ORPWIA WIV 48• 96° .30/-30 P5F THFROUG" NON IMPACT 61462' •C O Q< 54 V) 10 Z 1 D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH - MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. I NOTE:FOR 70NPW1AWSV 4 70RPWIAWIV USE Gl FOR FIXED LITE 4 62 FOR OPERABLE SASH DW6#: E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF C I DOO 9 35.9 MIL(0.0478"a 18 GAUGE).MIN.1/2"EDGE DISTANCE. Digitally apned 6Y Hermes F.Norm,P.E. FL/� �]/ J v V F. ALUMINUM-MINIMUM ALLOY 6063-T5.MINIMUM WALL THICKNESS OF 1/8". Reason:I am approving this document L 3 6 SHEET: 1 OF 9 C.. MIN.1/2"EDGE DISTANCE. Date:2017.01.15 02:03:52-0500' 1 Silver Line FRAME MAX. _ byAnd215C11 -F—WIDTH 48" VENT MAX. WIDTH 46" wlwoo wS•00011$ DLO MAX. one savEKv a o+rcve WIDTH 41" NCRTH 980145WICK.1,17 08902 <o m PH.(772) 2090 1 - --III z 5 v gym FRAME MAX. a D.L.O.MAX. VENT MAX. g �Zp �` AM HEIGHT 36' 0 I 0 HEIGHT 29°HEIGHT 33.875" 3 <f Z m I�1 NV,' T p N m W p m N Z< a tr;( O ;< , JOWpE vv H fb ELEVATION VIEW 0 AWNING T m N Z 0 I—I Z , o 2.5"MAX. 12"MAX. 1-4 r FROM CORNER O.C. 4"MAX. 11"MAX. > (Yj ~FROM CORNER FROM CORNER II -[ I O.C. a c -/- ----m f T 14"MAX._ ® 11"MAX. I ( �� • �� O.c. O.C. i i `�� * el-341,''4,iR ANCHOR LAYOUT O:,,J •• ,: ANCHOR LAYOUT �i J r ,' N � � FINLESS FIN ����: �� T °i m J h O. oo+ < _u bZ O Q 2 DWG#: SWD009 SHEET: 2 OF 9 • Silverl ine nibrAndersen FRAME MAX. FRAME MAX. s WINDRws•0001111 WIDTH 108" - WIDTH 96" O 5ILVERLDJE DRIVE NORTH NI 0E902 VENT MAX. VENT MAX.WIDTH 46.26' PH 2J� 1ODD f WIDTH 34.25" k 6 11) O w N D.L.O.MAX. c DLO MAX. o o T 'WIDTH 29.37 e6 r-WIDTH 41.375" 5 g W 3z Wo. • I G N._ \ t IP'X" \ J VENT MAX. 6 I J VENT MAX. Z m< W 1 FRAME MAX. 8 1 HEIGHT 33.88' w a<w m FRAME MAX.�8 "X„ "X" 8 HEIGHT 34.25" HEIGHT 36" l "X" j D.L.O.MAX. `^ g a H�1 a HEIGHT 36" ! D.L.O.MAX. HEIGHT 29" w HEIGHT 29.375" I 1 c`ac a w m o`� + • +"r �� 0. ol 40 `O0 o ELEVATION VIEW ELEVATION VIEWal TRIPLE AWNING DOUBLE AWNING Z 0 o V) r NOTE:ANCHOR SPACING > N SPECIFICATIONS BELOW APPLY FOR w THE DOUBLE AND TRIPLE AWNING w CONFIGURATIONS ac a r 6"FROM 11"O.C. 3"FROM O r1 CORNER 12"O.C. 3"FROM MAX CORNER �Z.nrru.ir, I- 1--•—•-1- MAX -a-16"FROM INTERMEDIATE JAMBS CORNER `%� `0 4( 21���''* i X.. ..'":"..-.%s- X.. \ X. -\''.--k ri 44..•� ♦ �yE I- 14"O.C. _ 11"O.C. '''� .4:4). 511 MAX \ \ �_ Zr): I i r r r r r r r MAX ii,,` *PRS,• ANCHOR LAYOUT ANCHOR LAYOUT < Z e Y* -z 0o 3 u FINLESS FIN a DWG#: S W D009 SHEET: 3 OF 9 Silver Line FRAME bYAf1dC(SEfI WIDTH MAX.48" AX VENT MAX. WIDTH 46" w C OPE SILVE90ORE DRIVE 6 NORTH PH: )WIC.N308902 FRAME MAX. WIDTH 48" m uPO ���— VENT MAX. _ Zo I-4w' 'f VENT MAX. D.L.O.MAX. ~WIDTH 46" Z > o 13 HEIGHT 34.375" HEIGHT 295" X" S 1" �m 1 C �� g (�� S Z m m W 9 < <• W 5.; Q<w m w '� FRAME MAX. I i,— � EGHT 108" VENT MAX. D.L.O.MAX. w if 0° 9 ___"x“ g HEIGHT 34.375" HEIGHT 29.5" XX w o a/, o NOTE:ANCHOR SPACING I ^ �// SPECIFICATIONS BELOW1 + �� APPLY FOR THE TWIN AND TRIPLE VERTICAL AWNING 1GCONFIGURATIONS 1 FRAME MAX. a c) i , 7 7 HEIGHT 72" 11"O.C. _ , 0 8"FROM 8"FROM 5"FROM MAX 5"FROM "0 .I O CORNER CORNER 40 `CORNER '1 `` CORNER DLO MAX. 7� DLO MAX. 16 / - ~WIDTH 41" i 1 ~WIDTH 41"~ w N - _ _ ELEVATION VIEW "x" ELEVATION VIEW atc. // TRIPLE VERTICAL AWNING 11 L // TWIN VERTICAL AWNING �- 11.5"O.C. MAX MAX T-- O (;),c, - till: % X,' ,, - o - 0 1"s•.. ,.....t. c>6 m 11'' ::,,1 77 I 1 - 0 0` < =1n U O SSp V 0) ANCHOR LAYOUT DWG#: ANCHOR LAYOUT S W b009 FINLESS FIN SHEET: 4 OF 9 FRAME MAX.WIDTH 4Silver lin 8" brAndersen VENT i �—WIDTHHMAX. 46"X.—' B WIWDRtl9.000US 6 CNE eaVERLINE DRIVE NORM BRUNSWICK,N709902 PH(752)435-1000 H U m m m H m x T N m VENT MAX. D.L.O.MAX. „0„ 2 §2 7 ' - HEIGHT 30.375"HEIGHT 25.75" ® �+ ��pp<= LL FRAME MAX. 3 <* m< 1 _ 1 , -y HEIGHT 96" N h m a�,m 1 w < o t+<< y� v( W maqc Iii Vw) > < wa t w W . 90 • ;, f 7 D.L.O.MAX. VENT MAX. ' „X" .HEIGHT 29.5" HEIGHT 34.375" Q + m A D Z 6 6 DLO MAX. 0 ZO 4"FROM r WIDTH 41" N 04 f CORNER 4"FROM 11"O.C. 1'•1 --, 4"FROM 11 O.C. �- -r- MAX ELEVATION VIEW CORNER r MAX > � CORNER \ I 1 1 ' AWNING UNDER PICTURE - - - N UJ Ci n t % , ii I • o - - 11"O.C. ...N�0•*•a3,�'a',R Il"O.C. MAX : ••• MAX _ _ ' •• . :. \_ 0 „X" N /r '(.1. 1. :4111.1141. '9.'0 Nit 4"FROM ' ��i, *F ��� _ �� _ CORNER �� {),).0 >, T lii • {-01 '°g mg JN 8"FROM j I I --- 8"FROM a s < =N v Z CORNER CORNER ANCHOR LAYOUT ANCHOR LAYOUT DWG#: FINLESS FIN S WD009 SHEET: 5 OF 9 ne METAL STUD BY OTHERS, SilvernyAn I i ndersen 3/4"MIN. SEE SHEET 1 INSTALLATION NOTE 14 EDGE DISTANCE #10 WOOD SCREWN.3 THREADS ri INSTALLATIONONANCHOR #8 GRADE 5SELF-DRILLING OR � PENETRATION CONCRETE/MASONRY SELF-TAPPING PH OR HWH SCREW BEYOND METAL BY OTHERS j INSTALLATION ANCHOR STRUCTURE wi11oows.00u11s CAULK BETWEEN °• ° ' EXTERIOR FINISH&SHEATING ONE SDRIVE CONCRETE/MASONRY °'' BY OTHERS 3/8"MIN. NORTH BRUNSWICK (752)435-10(0 ERSCAULK BETWEENSHEATING (zx:::! Tv. ► ` DITERS DISTANCEEMBEDMENT ISH ' all Z H k'2S BY OTHERS �s af `1 n -�� 1/4"MAX. p Com' PERIMETER SEALANT 0 •;-i7.-49111111 1/4"MAX. ■'�� SHIM SPACE j 2 m, LL BY OTHERS O Li i , SHIM SPACE © O �� 'I © m o Z © O.A. ,�_ _-:.;_P� w ~m r-- 0.A. :�fl�'.t�j:.� UNIT ` of a W �<o!� HUNITEIGHT 1\Ill HEIGHT 0 \ w o °•° c 0 SEE GLAZING w a cn '- DETAIL, HEESEE GLAZING DETAIL,SHEET 9 I a EXTERIOR INTERIOR l EXTERIOR INTERIOR a O VERTICAL SECTION N cp VERTICAL SECTION 6 HEAD-METAL STUDZ FIXED HEAD-2X WOOD BUCK NOTE:BOTH NAIL FIN AND FIN INSTALLATION WITH OPTIONAL 1-CHANNEL Z FINLESS INSTALLATION REPLACEMENT FRAMES MAY USE OPTIONAL HZ J-CHANNEL SUCH THAT ti) r-' TYPICAL INSTALLATION 1•••1 °- METHODS AND ANCHOR > 'i REQUIREMENTS ARE MET LU w LX EXTERIOR INTERIOR EXTERIOR INTERIOR SEE GLAZING I I SEE GLAZINGIll 1DETAIL,SHEET 9�/ 0 DETAIL,SHEET 9\/ O 11111 i O O.A. O.A. ul��. UNIT ( �r_�_ ' . HUNIT EIGHT 0 1 ,'''-.I . `��:‘.�' * Z1��I, g HEIGHT 0 I�'- J� _� ' ' `'I P', _ y l.;�r 1/4"MAX. ©�1 �-. �` S ES1/4°MAX. • wQp �P' © r SHIM SPACE O I!r © SHIM SPACE f Ositillill PERIMETER SEALANT OTHERS rom•-•-:-•.....�� BACKER ROD& 3/4"MIN. ` }f 1 1/4"MIN. SEALANT BY OTHERSj1�-glu EDGE DISTANCE 17:7:4;:::....:112 ��EXTERIOR FINISH I i •BY OTHERS e a EMBEDMENT EXTERIOR FINISH �r BY OTHERS011P �,* CONCRETE/MASONRY SILL CAULK BETWEEN FIN AND `BY OTHERS ' t... x SHEATHING BY OTHERS w2X WOOD BUCK/STUD < < Y v Z 3/16"ITW TAPCON " I I ED MIN. 1 1/2 MIN a a INSTALLATION ANCHOR EDGE DISTANCE BY OTHERS EMBEDMENT o p u 0 SHEATHING DWG#: NOTE:IX WOOD BUCK BY OTHERS S W D009 OA VERTICAL SECTION BY OTHERS IS OPTIONAL #8 WOOD SCREW,OR 11 GAUGE T VERTICAL SECTION SILL-CONCRETE/MASONRY FOR MASONRY APPLICATIONS, ROOFING OR IOd COMMON NAIL c SILL-2X WOOD FRAME 6 FINLESS INSTALLATION SEE DETAIL H/8. INSTALLATION ANCHOR 6 FIN INSTALLATION SHEET: 6 OF 9 Silver Lin ! 1.nyMde ONE SILVERI-ME CALVE NORTH BRUNSWICK,NI 08902 PH(752)435-1000 • 0 CO O )..1 m • 0 w ( LL SEE GLAZING SEE GLAZING DETAIL,SHEET 9 < < n c w DETAIL,SHEET 9 I I h r m o 12 � 11��- IN W w ccm G Z OV- ��_ tri1�. �,�� o p,� f - �I�' k 4 t'�I—,� © - w [ in :8,,I°. �! m O Lu IL;Iasi tiLk,..,..7_is.....,..0, 0 tii 7111 b EXTERIOR INTERIOR EXTERIOR 101 INTERIOR H r Lll T, aL n 07 E VERTICAL SECTION T VERTICAL SECTION INTERMEDIATE FRAME 7 INTERMEDIATE FRAME o a3 4( % R Li :Ar11-114 i, 4,?9.,0`��•R I e,� ti li . IA••°R* co* --1 F< =N N Z Q U DWG#: S W D009 SHEET: 7 OF 9 1-1/4"MIN. 3/4"MIN. Silver Line EMBEDMENT EDGE DISTANCE brAndersen CAULK BETWEEN ~SHIM SPACE SHIM SPACE y CAULK BETWEEN cii CONCRETE/MASONRY 6 IX ®E MEI CONCRETE/MASONRY 6 2X WOOD BUCK BY OTHERS • 111 WOOD BUCK BY OTHERS wnoows•oNo111 CONCRETE/MASONRY CONCRETE/MASONRY OR E snvEamiE NONE BY OTHERS- � INTERIOR ��BY OTHERS NORTH PRUNSWT .NJ 09902 IX WOOD BUCK(OPTIONAL) © INTERIOR Pm(]32)�97a000 SEE GLAZING1,1, 2X WOOD BUCK/STUD BY OTHERS © DETAIL,SHEET 9 SEE GLAZING 0 BY OTHERS 3 ti co m m 1, ,,,...._...., DETAIL,SHEET 9 z� H{^y 1 "MIN. 5 �+ m 7 EDGE DISTANCE It��'��;�3' •juaUi•PI 1 • EMBEDMENT 2 N a _ / \ r• #8 WOOD SCREW,OR 11 GAUGE w Z< 3/I6"ITW TAPCON IIIIL ROOFING OR 10d COMMON NAIL a w m o INSTALLATION ANCHORS 0 EXTERIOR EXTERIOR O 0 INSTALLATION ANCHORS w..co I a w o g EXTERIOR FINISH CAULK BETWEEN r O m BY OTHERS [___ O.A. BUCK 6 FLANGE d k UNIT EXTERIR FINISH WIDTH BY OTHERS < BACKER ROD 6 SEALANT o BY OTHERS NOTE:BOTH NAIL FIN AND O m HORIZONTAL SECTION REPLACEMENT FRAMES HORIZONTAL SECTION FIXED JAMB-CONCRETE/MASONRY/1X BUCK MAY USE OPTIONAL(f_[) $ JAMB-2X WOOD BUCK V) FINLESS INSTALLATION J-CHANNEL SUCH THAT FIN INSTALLATION Z TYPICAL INSTALLATION O 3/8"MIN. METHODS AND ANCHOR EDGE DISTANCE REQUIREMENTS ARE MET z 1/4"MAX. ■ SHIM SPACE METAL TUBE/STUD OR APPROVED ® INTERIOR W '� MULLION BY OTHERS,SEE SHEET 1 CD CI a INSTALLATION NOTE 14 SEE GLAZING 0 © INTERIOR DETAIL,SHEET 9 O r M• 0 SEE GLAZING m`_i...aWIMMILi'lit gm� O DETAIL,SHEET 9 j14I. �f e MIN.3 THREADS Irallitai � �, �� r ``�\‘ O # 21.3. / 1(PENETRATION ��i� ��l . �i-. I) : �� • � �,BEYOND METAL IIM. �-- r--- s,f 't i S r 1.-54., STRUCTURE I EXTERIOR O % •" l&M 11- swop, CAULK BETWEEN / = co - METALSTUD6FLANGE �— HORIZONTAL SECTION ;#8 GRADE 5 SELF-DRILLING OR O OQ EXTERIR (:), INTERMEDIATE FRAME ��PH OR HWH SCREW 'd,� •,,.0� SELF-TAPINSTALLA ON ANCHOR ''�//'I..*PRS`��� EXTERIOR FINISH UNIT ,o • m m h BY OTHERS WIDTH p�p� i< Y'n 6 Z 0 OV 0a C) HORIZONTAL SECTION DWG#: JAMB-METALTUBE/STUDORAPPROVEDMUWON 5WD009 FIN INSTALLATION WITH OPTIONAL 1-CHANNEL SHEET: 8 OF 9 BILL OF MATERIALS Silver Line ITEM# DESCRIPTION MANUFACTURER MATERIAL O NAIL FIN FRAME O NAIL FIN FRAME WITH J-CHANNEL Andersen 1 NAIL FIN FRAME SILVERLINE PVC PVC PVC �� 2 NAIL FIN FRAME WITH 1-CHANNEL SILVERLINE PVC -3.250" I wi•••rs••••n 3 REPLACEMENT FRAME SILVERLINE PVC i I ONE SILVERLINE DRIVE 4 GLAZING BEAD SILVERLINE PVC 3.250" 2.647" �� No•n wu+swrcc.woesoz 5 AWNING MAIN SASH SILVERLINE PVC !' 0.075" i_+�,' �. �3o-,000 1 .� ' 0.051" 4.397' •1 r tm 6 SASH REINFORCEMENT SILVERLINE ALUMINUM 2.633" �:� f#_... � `' oz m � 7 TRACK REINFORCEMENT SILVERLINE ALUMINUM ! 8=41MM� O ~ T 0_v./.'.e_r, 0.051" 0.065" 2 o N§ i 8 SS ENCORE DUAL ARM OPERATOR SILVERLINE ALUMINUM p oa 9 INTERMEDIATE FRAME REINFORCEMENT SILVERLINE ALLOY Au-g n a 6=x 10 INTERMEDIATE FRAME SILVERLINE PVC 3' 34 a w w< 11 REPLACEMENT FRAME WITH 1-CHANNEL SILVERLINE PVC -1-0.065" Q° s o T "H m F v�k m Mf5' o ]AZ4 O REPLACEMENT FRAME O GLAZING BEAD O AWNING MAIN SASH O SASH REINFORCEMENT O TRACK REINFORCEMENT iii yo ti < o°w a 3 PVC 4 PVC PVC ALUMINUM ALUMINUM �'o d tl w a rn 2.455" �+ m ._ a 3.244" I L 0.420" ri 0.874 0.075" 0.716" ej 0.04 I , 0.075" irr4 �� 2.647" d 0 051 • 0.065" 2.434" 't m 0.051• - a 0.415" I -.,�� 0.601" 0.069" 0.051" INTERMEDIATE FRAFME REPLACEMENT FRAME W/J-CHANNEL Z OINTERMEDIATE FRAME REINFORCEMENT 10 11 PVC 0 9 PVC 4.542" ALLOY 1.847" I 1 2.058° -3.250" j II }} H Z 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE 0.093" 11.100" ',t, ,` 'I 2.953" Ln 2.64T ''�`,+rJ ' NOTE: ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER : 0.051" �.,, 3.475" SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C. 1.752 0.051" W a 1 -Ili 1 j SPACING SPECIFIED IS NOT EXCEEDED. -c- �MM ,' 2. BUCK MAY BE FLUSH WITH FACE OF THE OPENING. 1.224" 1----- 62 61 F�3.500" 1/4"ITW TAPCON ANCHOR 3/4"O.A.INSULATED GLASS 3/4"O.A.INSULATED GLASS O 6"FROM CORNERS CONSISTING OF: CONSISTING OF: ,,,Z'n i i i..",��i g 16"MAX.O.C.THEREAFTER 2X BUCK OF 3/32"ANNEALED GLASS, 1/8"ANNEALED GLASS, �% O 1, N-/� ,ij� 2X WOOD FULLY SUFFICIENTF9/16"AIR SPACE, 1/2"AIR SPACE, NOTES: _,••<P ,•r•••••,, tij `T' 3/32"ANNEALED GLASS 1/8"ANNEALED GLASS 1) FOR INSTALLATION ABOVE 30 ) • 1 1/4"MIN. O Niti;:tVg WINDOW FRAME. FT.ABOVE GRADE IN AREAS •EMBEDMENT Mill MitBY OTHERS EXTERIOR INTERIOR REQUIRIN6IMPACT ' ' '•a © RESISTANCE,ALL UNITS MUST N ..II: r ;BE SAFETY GLAZED OR COVERED1 I/2"MIN.EDGE / BY AN IMPACT PROTECTIVEi�LDISTANCE I MIN.GLASS SYSTEM PER FBC CHAPTER 24. i� • O� 0 4�- BITE 1/2" 2) ALL GLAZING ii 41 * PRS`• 11/2"MIN.EDGE I ) :_T�� ._ CONFIGURATIONS SHALL I•,. iuit DISTANCE CONCRETE/MASONRY `w�� COMPLY WITH SAFETY •o m ,' di BY OTHERS TIN COATED STEEL ,; `- GLAZING REQUIREMENTS <a Z< Y N <r"' INTERCEPT SPACER i' A o� 3 = u Z 1/8"SETTING BLOCK /41 V • OUTLINED IN CURRENT F8C o u V/ AND ASTM E 1300 GLASS LOAD BUCK INSTALLATION DETAILRESISTANCE. DWG#: GLAZING DETAIL DOW HOTMELT 3) SEE TABLE ON PAGE 1 FOR 5 W D009 INSTANT GLAZE III GLASS TYPE REQUIREMENTS SHEET: 9 OF 9