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HomeMy WebLinkAbout1412 Park Ave 10-1279 CLOSE IN CARPORTPermit No. t3 ' . l Tax Folio No. _ -1._9 - 8fK (o NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance Iloll IIIIN11111INuill10111111II1N1III111111111All MARYANNE MORSEr CLERK -OF CIRCUIT COURT SEMINOLE COUNTY' DK 07380 Rg 032361 t 1 pg ) CLERK'S # 2010t554706 RECORDED 05/12/2%D10 04:1500 pM RECORDING FEES 10.00 RECORDED BY T Sai#h with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CERIIGIED CpPI 1 . Descriptio 1 of property: (legal description of the property, and street address if available) _ 1A RY MORE ANN Z I` %i l C' b L z -7`l / r.:.F 4 R_ F c R u t J' Kc 2. General description of improvement: - ti - zjR 1 ' SErn1c1O FR 3. Owner information: Natne: ,fes .. 1___ i'` top -r., Address: b. Interest in property; . c. Name and address of fee simple titleholder (if other than owner): Name: '.rALA 1 "icy,4 1 Aov _ -_-- Address: 1 q I Z P44- Ao L_ 4. Contractor Name: i'tr k riGP.r_ _' __ Phone number: z_ c. Address: 1jfrar, - 5 Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: 7.a. Persons within the State of Florida designated by Owner upon whom notices or other documents nnay be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section.713.13(1)(b), Florida Statutes. b. Phone nut nber of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER' ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NO CE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BF THE F ST I PECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LEND ,jRqA AN r 'O BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COM 1 CEMF , Signature of Owner o wner's An ri Ofticer/Director/Partner/Manager Signatory's Title/Office The foregoing 111 went was acknowledged before me this day of (year) , by (name of person) as (type of authority,.. e.g. officer, trustee, attorney in fact) for (iiaine of 41. on belialf lqf wlic,% i,rtstni ent was executed') - r ta.,,ys .Jai _.,. wi a.,+ Signature of Notary Public Personally Known Jc2 Produced Identification Type of Identification Produced Verifica 'o ursu t to S.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the fac ated ir(t are tb f my knowledge and belief Ir,iKu>',( syt i'P` t`y R, D by Si nature of N ra P son Signing Above 61A1r1a U...... n ' g g g r Rev. date 3/2 8 Wz ?Jv . ft)C: Brick Mould (Exterior Casing) : None Interior Finish : None Hardware Finish : White Screen : Yes Screen Color : White Screen Mesh : No -See -Um Delivery : Store Lead Time: 21 Days AX REBATE: This product meets. requirements for nidential federal tax credit in replacement application. 141'' sAN—FbKb Ft- 1 Y., Project Total Salesperson: WILLIAM CARVER (S1657WC1) 1 2,902.76 Disclainier:Colors depicted in preview are shown as a z representation and can vary from the actual material color. 009 20 Size = 72' W x 79 1/8" Manufacturer: Reliabilt by IFLD-WEN Millwork Masters Patio Doors`` YAI Y M w^u^ landing = 28 RH 0/S Division: Millwork Product: Doors Type: Patio Manufacturer: Reliabilt by JELD-WEN Millwork Masters Patio Doors Product Design: French Configuration: Door Unit l Rough Opening Width: 72" Rough Opening Height: 791/8" Unit Width: 711/2" Unit Height: 7811/16, Brickmould Width: 74" Brickmould Height: 79 7/8" Frame Size Width: 701/8" Frame Size Height: 771/2" Size Application: Retro r Door Material: Steel Lite Pattern: 15 -Lite GBG Blinds Glass Option: Low "E" Tempered I.G. Handing: 28 RH O/S Hinges: Light Brass Safety Stud Hinges Jamb Species: Primed AuraLast Jamb Width: 4 9/16" Exterior Trim: No Brickmould Weatherstrip: White Compression bill Style: Bumper Sill Finish: Aluminum Bore: Double Lead Time: 18 Days 20% off Promotion for Entry Doors from 04/14/10 a to 04/26/10*** M2O Catatlog Version: 2.25.0** 966.20 Project Total Salesperson: WILLIAM CARVER (S1657WC1) 1 2,902.76 Product Approval USER: Public User Pmduct API)roval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other r*w. 2007 FL# ALL Product Manufacturer + ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Search Results -Applications Go to Paae 1 0 Ex FL# Type Manufacturer Validated By FL7922-R1 1 Revision JELD-WEN Charles A. Pagen, P. E., Ph. D. History Category: Windows 941) 473-9331 Subcategory: Mullions FL8398-R1 Revision JELD-WEN Charles A. Pagen, P. E., Ph. D. HIS[OrV Category: Windows 941) 473-9331 Subcategory: Mullions FL10296-R2 j Revision JELD-WEN Window and Door Manufacturers Ass i History 1 Category: Windows 312) 673-4828 Subcategory: Casement FL10297•R5 1 Revision JELD-WEN Window and Door Manufacturers Ass History Category: Windows 312) 673-4828 Subcategory: Fixed 1 FL10298-R1 i Revision JELD-WEN Window and Door Manufacturers Ass i HistoryCategory: Windows 312) 673-4828 Subcategory: Double Hung FL10335 R2 Revision ELD-WEN Window and Door Manufacturers Ass History Category: Exterior Doors 312) 673-4828 i Subcategory: Sliding Exterior Door Assemblies FL10336 ! New JELD-WEN Frank L. Bennardo, P.E. Category: Windows 954) 354-0660 r- ------- Subcategory: Casement FL10338 R2 j Revision GELD WEN Window and Door Manufacturers Ass History Category: Windows 312) 673-4828 Subcategory: Fixed FL10818 New JELD-WEN National Accreditation & ManagemE Category: Exterior Doors 1(804) 684-5124 Subcategory: Swinging Exterior Door Assemblies FL10846 New JELD-WEN National Accreditation & ManagemE Category: Exterior Doors 804) 684-5124 Subcategory: Swinging Exterior Door j Assemblies FL10885 ;New: ELD WEN National Accreditation & ManagemE Category": Exterior Doors 804) 684-5124 Subcategory: Swinging Exterior Door Assemblies FL10929-R1 ! Revision JELD-WEN i Window and Door Manufacturers A, fHistoCategory: Windows 312) 673-4828 Subcategory: Awning FL10929-R2 ! Revision JELD-WEN I Window and Door Manufacturers A, s Category: Windows 312) 673-4828 Subcategory: Awning FL10936 I New JELD-WEN , American Architectural ManufacturE Category: Windows Association i Subcategory:'Double Hung 847) 303-5859 FL10937 I New JELD-WEN f American Architectural ManufacturE Category: Windows i Association i Subcategory: Fixed 847) 303-5859 FL10938-R1 i Revision History JELD-WEN Category:.. Windows I Window and Door Manufacturers A' I (312) 673-4828 Subcategory: Awning Goto Page f.....:........_........_. m......... DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahasseei Florida 32399-2100 85 0) 487-1824, Fax (850) 414-8436 2000-200S The State of Florida. All rights reserved. Copyright and Disclair Product Approval Accepts: eL iy'ivftd V[..' NAM NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1009861 -R1 Page 1 04/14/2009 04/16/2009 Structural Jeld-Wen J-104-3 The "Notice of Product Line Certification" is valid only when Administrator's Sea] is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www,NAMICertificationxom. Please review, and advise NAMI immediately if data, as shown require~ corrections. Company: Jeld-Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Line: Jeld-Wen Gladiator/Finishicld Glazed Wood -Edge Steel Double Doors with Glazed Fixed Side-Lites Test Report: NCTL-210-3558-1 & NCTL-210-3558-1A Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 1/4" crown x 2" long wire staples at each end. 1.2 Door Panel/Sidelite Construction: Each door, panel was constructed from two (2) face sheets of 25 gauge (0.018" minimum) galvanized steel and an internal expanded polystyrene foam core. 1.3 Sidebte Glazing: The overall insulated glass unit was comprised of two 2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 11870 Merchants Walk Suite 202 -Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 NOTICE F PRS® :'I' CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: 3737 Lakeport Boulevard Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: Product: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E283 -04/E330 -02/E331-00 NI009861-R1 Page 3 04/14/2009 10/31/2012 04/16/2009 The "Notice of Product Certification" is oniv valid if the NAM] Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nandeertif'ication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). V In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number& Out -swing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 3'2" x 6'10" 45/45 No NCTL-210-3558.1210-3558-1A Single OiS Max Panel Size: 3'0" x 6'r'mylight Opening- 1'9" x 5'3" wio Surface Bolts Installation Details: JW122008(1-12yJWl92W8(l-12) X US or Glazed 3'2" x 6' 10" 551-55 No NCTL-210-3558-1!210-3558-1A Single O/S Max Panel Size: 3'0" x 6'T'Daylight Opening: 1'9" x 5'3" w;Curfacc Bolts Installation Detsils: JW 122008 1-12 'J W 192008(1-12 UX/XO T/S or Glazed 6'3" x 6'10" 45i-45 No N(,rir210-3558-11210.35584A Single w/Siddite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w.+o Surface. Bolts Installation Details: 1 W 122008 1-12y1W 192008(I -12 ) 0X/X0 I/S or Glazed 6'3" x 610" 55i-55 No NCTL-210-3558-1/210-3558-IA Single wiSidelile OiS Max Panel Size. 3'0" x 67"Daylight Opening: 1'9" x 5'3" w!Surface Bolts Installation Details: JW122008 I -l2 1W192008(l-12) XX I/S or Glazed 6'2" x 610" 45;45 T No NCTL-210-3559-1.210-3558-IA Double O/S Max Panel Size: 310" x 6'T'Daylight Opening. 1'9- x 5'3'" w/o Surface Bo1Ls Installation Details: JW122008(1-12)!JW192008(i-12) XX I/S or Glazed 6*2" x 6'10" 551-55 No NCCL•210.3558.1210-3558-1A Double OiS Max Panel Size: 3'0" x 67'Daylight Opening: I'9" x 5'3" w.Surface Bolts Installation Details: 1Wt22008(I-121'JWl92008(I-12) National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA 6 Tel-757.594.8658/Fax-757.594.8659 i NAMI AUTHORIZED SIGNATURE: NOTICE OF PROD _T CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: 3737 Lakeport Boulevard Certification Date: Klamate Falls, OR 97601 Expiration Date: Revision Date: Product: Series "Gladiator/Finishield Glazed Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Specifications Tested To: TAS 202-94/ASTM E283 -04/E330 -02/E331-00 NI009861-R1 Page 4 04/14/2009 10/3112012 04/16/2009 The "Notice of Product Certification" is only valid if the NAM -1 Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertirtcation.com. NAMI's Certification Program is accredited by The American National Standards Institute (.ANSt). National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA - 0 I'el-757.594.8658/Fox-757.594.8659 i NAMI AUTHORIZED SIGNATURE: In -swing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Out -swing..- Opaque Sue Pos/N Rated Comments 0XX/XX0 1/S or Glazed 9'3" x 6'10" 4545 No NCTL-210-3558-1.210-3558-1A Max Pand Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" Double w/Sidelite O: S Wio Surface Bolts InstallatiunDetails: JW122008(1-12YJWt92008(1-12) NCTL-210-3558-1,210-3558-IA OXX'XXO US or Glazed 9'3" x 610" 55r-55 1\o Max Panel Size; 3'0" x 6'7"Daylight Opening; I'9" x 5'3" Double w/Sidelite 0.1's wiSurface Bolts 1 Installation Details: JW172008 1-12 JW192008(1-12) OXO i US or Glazed 9'4" x 6'10" 45%-45 No NCtL-210.3558-1!214-3558-IA Max Panel Size- 3'0"x 6'T'Daylight Opening: 1'9" x 5'3" Single W/Sidelites O; S W!o Surface Bolts Install_a_tionDetaits: JW122008(I-12yJW192008(1-12) OXO US or Glazed 9'4" x 6'10" 55/-55 No NCTL-210-3558-L210-3558-1A Panel Size: 3'0" W y1'9' x 5'3" Single w;Sidelites 0)" SMax S'T'' D urface Bolts Installation Details: 1W 122008(1-1 2)iJW 192008(1-12) Installation OXXO US or Glazed 12'5" x 6'10" 45/45 No NCTL: 210-3558-1.210-3558-1A Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" Double w,%Sldelites 01"S wio Surface Bolts InstallationDetails: JW 122008(1-12}'JW192008(1-12) OXXO US or Glazed 12'5" x 6'10" 55/-55 No NCTL-210-3558-1.210-3558-1A Max Panel Size: 3'0" x 6'7'Daylight Opening: 1'9" x 5'3" Double w(Sidelites O/S wisurface Bolts Installation Details: JW122008(1-12Y1W192008(1-12 National Accreditation & Management Institute, Inc./11870 Merchants Walk Suite 202/Newport News, VA - 0 I'el-757.594.8658/Fox-757.594.8659 i NAMI AUTHORIZED SIGNATURE: GENERAL NOTES 1. THE PRODUCT SHONN HERECI 6 DESIGNED MO IUNUFACTURFD 70 COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (BC) AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOU.OWING: AUWNW#Dk I0I/1-S.2-97 WITCH. INCLUDES: ASTM E 331-00. ASTU E 233-91, ASTU E 547-00 ASTU E 330-.97 2. WOOD 9JM BY OTHERS, MUST BE ANCHOREL PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE WMRL SFWL BE BEYOND WALL DRESSING 0& STt1000. 4. DESIGNED PRESSURE. RATING SEE TABLE I, PAGE 1. ETDR10A APPAOyED !UPACT RESISTANCE SNUTtERS ARE ftEOUlFiEO DOOR LEAF CONSTRUCTION: Face sheets: 25 Go. Hol -Dip Glavanizea (primed) with 3/16' crimp around perimeter 3-0 X 6-8 Finlshield with 7 mil covering, of,rliquid plostisol Core desiam Expanded Polystyrene foam core, with 1.0 to 1.25 lb. density, by Jeld-Wen Inc. Pone) Construction: Each door panel was constructed from two face sheets at 25 -GA. (.018' minimum) galvanized steel. The face sheets were .bent 96 over the 1.688' a 1.0" stiles and top rail. The latch stile was LVL and the hinge stile was finger -jointed pine. The 1.688' x 1.203 bottom roil consisted of -roll -formed galvanized 25 GA (D78" minimum) steel. The wood lock block .was 1.688' by 3 1/8' by 12" 14 EPS option for wood block). The face sheets were glued to the core and substrate with LHC adhesive. Frame Constn]ction: The frame was constructed of wood. Comers were coped. bulled, sealed and fastened using three 1b'GA. 7/16' by 2" long staples per comer.. An aluminum threshold was utilized at the sill with an adjustable threshold. A 5/8" hole is drilled at .the center. of the Bill and a plastic cover is inserted to receive the bottom astragal bolt. A 3/8' hole was drilled at the center of the frame head and a plastic retainer plate was fastened using two #6 by 1 1/2' screws to receive the Lop astragal bolt. DESCRIPTION Addendum to NAMI Reviewed By: / Date Re ' 37 1/2' MAX. FRAME WIDTH 35 3/4' MAX. PANEL WIDTH 1 ,_ l U Q I ZJ o_ O v r 1 smytr IVE29 UNIT (X! SCALBf/2"' =f'—D" 74' MAX. OVERALL FRAME WIDTH - 36 1/2" MAX. 35 3/4" MAX. iPANELWIDTHPANELWIDTH W/ASTRAGAL A DOUBLE LNSD"LNC trNL7' (Xx) SCALE: 11Z' =1'-0" ewe: 4Ir ta. s is a 1. Jl e' e DESIGN PRESSURE RATING (X. XX) WHER£ WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE + 35 psf NEGATIVE — 35 psf CAN BE UTILIZED WHERE THE OVERHEAD REDUIREMENrTS MEET THE FBC. O O DRIDA P c NO. 56061 17_ fid..[/•Y 0 conrn tY. O 1- - J u1 C3 cc Z UJ tt 00 UJ H gam O 3 aY O sr: IAV er S. SAP TING ISD.: JW292004 MIN. 1 1/2' MIN. EMB. 1-2 5/r 1 1/4" MIN. SEE DETAIL A 9 ON SHEET 6 MIN. t4 r 1 0 24 1" IG GLASS O r THICKNESS FYTFRInR urtcc,no f w 1-2 5/r 1 1/4" MIN. MIN. EMB... 0 4 d 78 19 20 21 2i SEE DETAIL A g M ON SHEET 6 14 17 2 24 1" IG GLASS 6 J THICKNESS EXTERIOR INTERIOR w a. 3 r 1 77 15 rn CL 25 8 v' 4. a VINYL STEEL STEEL Ad&fd 111 to fV1111i C, No.: SiL,os NIMESH BHAVSAR w'1E:I1/-12 0; FLORIDA P.E. NO, 56661scl-l_. NTS owc. er: EAG lY.j.Y aK. m:S. SAFI PWATTLCAL CROSS SI—CZLOA TYP Bor..wiNc uo.: 2J A'OOD FRAME INSTALLATION SCALE., CONCRETE LNSTALL.ATION SCALE' 3" =1'-0" a ercxnvnva Sn , F JW292004 mtnve 1 74' OVERALL FRAME WIDTH 72 1/4* DOOR PANEL WIDTH SEE DETAIL A ON SHEET 6 6 f8 i6 essx 1: 5 1 A 3 II00O INSTALL [TION SCALL 3" —1'-0" 37 1/2" DOOR FRAME WIDTH MIN.IEMB. MIN. EMB, 3 35 3/4" DOOR PANEL WIDTH 3 p SEE DETAIL A SEE DETAIL A ON SHEET 6 21 1/4- ON SHEET 6 MAX. D.L.O. 2 9 1/q- 9 10 M / nrm,r 23 24 1 N Y 16 6 6 16 arae 13 I 5 g p 3 V00,0 INS TALLATION SCALE` 3" =1'-0" 1i 1'eO CQI1 No.: 12 41 a— 3 ljase Revi _ Lis SEE DETAIL A ON SHEET 6 1 1/2" MIN. EMB. z J OO dCS U O G N g mea V) x i3n j ¢ zUA,= J w BIW=¢¢ N p U cam? C U mw x NIUESH BHAVSAst v. FIORiVA P.E. NO. 56861 m EAG SAFIFiW229200400A w: ter• „. A BC 1LL. acau.a rt sass _ _ a: E 1 1/4" MIN. EMB. T- 2 MIN. I MIN. ^//\ 74" OVERALL FRAME WIDTH A Y 4 CONCREPE INSTALLATION SCALE 3" =1'-0" 1 1/4' 37 1/2' DOOR FRAME WIOTIi MIN. EMB. MIN. EMB. 3 20 35 3/4" DOOR PANEL WIDTH 3 20 SEE DETAIL A SEE DETAIL ASHEET6211/4' 2 5/3- 18 MAX. D -LO. SHEET 6 2 5/6" g 10 2 MIN. LAIN 9 2 4 1 1'/4' MIN./ MIN. B 9 CONCRATE INSTALLATION SCALA. 1._O" Adit 4L11 toIVYi7 Cef cafimNO.: Nq oo--s'1-F f3 - Reviewed Bp. _ Pg4fP,1Ye L z0 OAU U0 o 0:1 131~ U us z r J Z JJ m H oz NIMESH RHAVSAR W1E:I1 7C/U. 1 1/4' MIN. EMB. oW o*-,[T: EAG typ 4 n Q m FN-wNO.' Cc: m O JW292OO4 2 5/8' U MIN. t c C[ z 0 z ui corNl'( tn J M 7 L z0 OAU U0 o 0:1 131~ U us z r J Z JJ m H oz NIMESH RHAVSAR W1E:I1 7C/U. f1_ORIDA P.£. N0. 56861 SWF: NTS n o*-,[T: EAG typ 4 CHK. BY.S. SAFI FN-wNO.' JW292OO4 uxuuv ,. ro.wn n axa cw 4 a' 6 SEE DET 4 SHT. 1.!, .6Ad BY: crvnrr Q0128 AKCFlOR(KC LOCATIONS (X) nnrrnrc nnn7a eArlJnAtA7. I1N'ATIOKS (XX) SCALE. 112"=f' -O" SCALE1/2' 0 12 TAIL 1 Add"MM [u N1111Y ire o DETAIL 2 DETAIL SEE DETAIL A SHEET 4 SEE DETAIL 3 SHT. 5 SEE DETAIL B SHEET 4 c) ; Ln2 10 O Ina V ZJJ T JIn TWO w Ua I•z O ZUZ I NINESH 6HAVSAR SEE DETAIL 1 SHT. 5 strtE NTS WEAC 74" MAX. FRAME WIDTH SEE DETAIL A 1 2 1/2" 6i n SHEET 4 JV1292004 r.o. w aaazo 5 0: E T 3 7YP- w 23 3/16" TYP. m = rt ri mm M 01 io Ej I E 6 {— 3" TYP. i SEE DETAIL B SEE DETAILSHEET4 y SHT. 5 i crvnrr Q0128 AKCFlOR(KC LOCATIONS (X) nnrrnrc nnn7a eArlJnAtA7. I1N'ATIOKS (XX) SCALE. 112"=f' -O" SCALE1/2' 0 12 TAIL 1 Add"MM [u N1111Y ire o DETAIL 2 DETAIL SEE DETAIL A SHEET 4 SEE DETAIL 3 SHT. 5 SEE DETAIL B SHEET 4 c) ; Ln2 10 O Ina V ZJJ T JIn TWO w Ua I•z O ZUZ I NINESH 6HAVSAR DATE: 17 IZI U, FLORIDA P.E. N0. 56861 strtE NTS WEAC 6i n wz. JV1292004 r.o. w aaazo 5 0: E 4 9/16 n I 2 SCALE: 6" 0" 3 4 O O O O 1/] 6" (Min) c BUTT HINCd' 4z4z12 CA. v SCALE• 6" =1'-0" 12.0" TIWII' 3 1/8" ASTRAGAL (ENIVRA) 22 Tl.YATE Aflldl/Ay_( 0TE USE /10 WOOD INSTALLATION SCREW W/ 1.50" MIK EMBEDMENT WHEN 1NSTALUNO VM WOOD SUBSTRATE AT HEAD h JAMBS. USE 3/1fihax ZOW TAPCDN ANCHOSCREW 1W 1i/ 4" EN I N. FUSED. NG 0 MUlU0N5. WHEN INSTAWNO INTO CON(RETE/MASONRY SUBSIRATE AT S)DELITE SILLS. RMLL -A SCALE. 1 1/2" =r'-0" C^eti-_ J w I wie#W I 0 to FLORH/71A P.E. N0. 5s6c1 J Q 7 / I0. OOl 'JOIm C1 J DOG. BY: FAG CDm O Q O QLn Z O Q m ui m tnt` z U.1 AT THRhSffOLO sRrON pEA7fLERSTRl2- 0SCALE.' 6" =1"•• 8 LNA146760 9 1j 2 m Y nQDS-650 W I FLORH/71A P.E. N0. 5s6c1 J Q 7 / I0. OOl 'JOIm C1 J DOG. BY: FAG T Q O QLn UF D Ln ZQ tnt` 1 11/16" 5/16" v1z tir CDo STILES AND fiAJLS W m : oLA7LHTOPRAIL (LVL) A/L _ 14 16 SCALE 6" =1'-D" 15 SCALE: 6" =f'_0 G Jo m z aIS03 1 3/4' A51RAGAL BOLT 7/8 MATERIAL: C/R ROD ZINC 5/16 JItYELLOWCHROMATE Tne!_ir RA/.T STR/XE MM ppAdkiftNIA1Wp N:T-OQ 5 1 FLORH/71A P.E. N0. 5s6c1 J Q 7 / I0. OOl 'JOIm E NTS DOG. BY: FAG SAFI W292004 UF D GLADIATORIFINISHIELD GLAZED 1 Wo—ou EDGE 12-0X6$ INSWING STEEL DOOR SYSTEM t. "THE PRODUCT SHOWN HEREIN IS DES,GNED TO COMPLY WITH THE CURRENT FLORIDA BUDDING CODE (F8C) BASED ON THE SIGNED AND SEALED DATE: INCLUUING HVHZ AND I U, iBEENEVALUArLOINACCORDANCEWITHTAS 252-94 AN0 ASTM FU3C AND ASTM C331. 2, 2X AND iX'A'OUD BUCKS BY OTHERS, MUST BE ANCHORED PROPFRLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALT- BE AS LISTED AN7 SPACED AS SHOWN ON DETAILS. A.NCHCR-MBEDMENT TO BASF MATERIA_ SHALL BE BEYOND WALL DRESSNGOR STUCCO. A UFSIGNED PRESSURE RATING SEE TABLE 1, SAGE 1. 5. F-GRIDA APPROVED IMPACT RESISTANCE SHU-TE-RS ARE REQUIRED l5. SCALE RASED ON 11.17 SIIECT SIZE. FhCE SII ;ETS: THE FACE SHEETS ARE GLUED 1 D l11EGOREANDSUBSTRATE 'WITH , 61C AUHFS,VE CORE DES GN: THE CORE CONSISTS OF 1-L25 POUND TENSITY EXPANFO POLYSTYRENE iEPS). PANEL CGNSTRUCTIUN- FACH DOOR PANEL IS I C,ONSTRGC)ED FROM TWO SHEETS OF 25 -GAUGE (.018' MINIMUM) GALVANIZED STEEL. TFE FACE SHEETS ARE BENT 90" OVER THF 1.0&,' X 1.0' LVL (LAMINATED VENEER LJM13ER: S71LES AND TCP RAIL. THE 1,bet3'X'.293' 8077TH RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25 -GAUGE (.018- MINIMUM) STEEL, I THE WOOD LOCK BLOCK :S 1.688" X 3 `f8' X 12'. I FRe.ME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARC CONSTRUCTED OF WOOD THF SILL IS C:Oh1P41SED OF COMPOSITE NIA'ER:AL WITH ALUMaUri CLADDING AND A SNAP FIT R AST;. ADJUSTABLE 4EIG•;T THRESHOLD AND VINY- 31DEUTE S LLSEAT . AL1. CURNI:RS ARE LOPED. BITTED, SEALED US ING SIUCONE AND iFASTfl',LD J3114G THREE 16 CA, 716 X 2' LONG STAPLES PER CORNER. Tkc VERTICAL MUL_IONS ARE FASTENED THROUGH THE HEAD AVT) SII I. LSING FOUR #2X2 117 SCRC'WS PPR END. A. 5;8* FICLE IS DRIL'_EU AT THE GENTFH (IF I. I F= SI11 AN:) A -LASTIC CCVER IS INSERTED TO : RECEIVE THE BOTTOMASTRAGAL HOL I A:111- HC_E I i DRILLFO AT THE CENTER OF THE FRAME HEAD ANDA METAL STRIKE P'.ATF. IS FASTENED USING TWO a6 X 1 1;2' SCREWS TO RECEIVE TH? TOP ASTRAGAL HUL 1. EACH FIXED PANEL IS SCC'.: RED IN -O THE FRAME USING FOUR 16 (;A. 1;16' X 2' L:)NG S ; APLES PER STILE LOCATED 6" AND 30' FROM EACH END FAST FNEU THROUGH THE JAN1HS ALL MULLION JOINERY AND TE XED PANELS; FRAMs JOINERY ARE SEALED AT THE INTERIOR.ANO EXTF.RICk USwG'i111CONF !, 48 p2' rd AX OV_RALL FRAME WD1H - 74' MAX. 17 1W MAX.DOUR=.E FRAME LVDTli - !r iW MAX. FRAMF WIDTH - FRANEWICTH 353.)4" MA35 3r4' MAXX. 7[ 1;j" MAX. --1- PANEL VVIOTH D+JUBLE PANEL WIDTH -y L- u a 'I PANEL WIDTH (^ OJAL' (IN T OXXCI INSNdING NONIMPACT) 021 1!8" MAX. C.L.O. WIDTH i FIXED DBL-HACK 4 JAMB ME._L POST N07E 2 Amt Io to NAM{ i O WW ri 4 n, vOT_: 1 ALL "VIEWS'=RCtA IN ERIOR MUT:- POSTS 8 DOU6LE B1GK JAMBS ARE INT"RCI-IANGEABLE 3 1LRFACC DCLT NOT REOVIRE FOR APP_ICATIONS OF DP45 OR LESS. 4- OPT ONAL MAS;)NRY CONSTRUCTION. T ASLO 1 DESIGN PRESSURE RATNC I,,,.ERE '.va-ER NF.L7RATIOv REHFN1 IS' IEEUFUTHOICS ',ViT I it RAC _COLTS POSI'IV_ NCGATI\E Iilwtron No.: Aj imn qpi- g,jirww n O J D. 03 F- E6 Z_ O -J,? ZW m W YTED J Q p Q = Y ,1 aLu ISI 11 Z U OI'n 1 I•'+A i#YI I ; WF cx : i. FREY ZU n1 1,'8" 1,TInU• MAX. Mff( AX. WIDTHDT• j NOT_ 2 NO -F 4 NOTE 2 iII FicIXEDINACTIVEACT T— ASTRAGAL--', g'N -'E SOL'- L iSURFACE N)IF3 N TI i MULL POST NOTE 2 OJAL' (IN T OXXCI INSNdING NONIMPACT) 021 1!8" MAX. C.L.O. WIDTH i FIXED DBL-HACK 4 JAMB ME._L POST N07E 2 Amt Io to NAM{ i O WW ri 4 n, vOT_: 1 ALL "VIEWS'=RCtA IN ERIOR MUT:- POSTS 8 DOU6LE B1GK JAMBS ARE INT"RCI-IANGEABLE 3 1LRFACC DCLT NOT REOVIRE FOR APP_ICATIONS OF DP45 OR LESS. 4- OPT ONAL MAS;)NRY CONSTRUCTION. T ASLO 1 DESIGN PRESSURE RATNC I,,,.ERE '.va-ER NF.L7RATIOv REHFN1 IS' IEEUFUTHOICS ',ViT I it RAC _COLTS POSI'IV_ NCGATI\E Iilwtron No.: Aj imn qpi- g,jirww n O J D. 03 F- E6 Z_ O -J,? ZW m W YTED J Q p Q = Y ,1 aLu ISI 11 Z U OI'n 1 I•'+A i#YI I ; WF cx : i. FREY E--- 112' MAX. CVERA_L FRAME'YJCTH 1 111 IA' MAX JVE RA. I FRAME WIDE -1 II r 37 1!4' 11AX, _ FFL^.M- `NIDTf• 1' 1'4' MAX. a' FRAh1F Wl;: T H I D.L.D. RIOT -- 0= J= 37 1:4' MAX 74' MAX. — p= U FRAh1E''ADTH_ 353;4-MA;i. J I FRANIE'sVIDTH D(RJH:.F`RAME WIDTH ., CL 35 ;SI•i"MAX PANEL ""T" 35 3.4' MAX. ANLL 'Nil)IH ND 2 WIDTI I 35 314" MAX. PANEL WIDTH 72 1!4' MAX DOVEILE PANEL WIDTH n w tYw osZv" PANEL WIDTH 41 -J J U Ir s a l 6 S 7 1: e' 121 118' NOTE 4 ' 1 VB' T c7 W_ 21,' 18 MAX. 21178'/ MAX 11!8' AXMAX. D.L.O MAX. C.L0. MAX. D. u INfiCT.VE" U w Wg1TH WIDTH A'IDTH\ L WIDTH IDTH SCALE. 318' WIOT?t C7ww C) uj y:- i\ m 4 a f Nr l F NE'. NOTE 2 I NOTE 7 NOTE i VOTE4 N01='. I tc r5 q 4 I fi I m n- FIXED FIXED CTIVE: a FIXE iNACTNE ACTT^!, I yxx ASTRAGAL I NOTE 4 1k TE 4 NOTE 4 NOTF 4 I MU'_L POST - DBL BACK JAME MUI. i. POST NCTE2 NOTE 1 RI UNI l (OCXI OR (MIJ) SCALE:3!8'-,'-0" 74" MAX, OVERAL_ FRAME WIDTH I- 72 1!4" MAX. PANEL W DT'- SURFACE. RCLT-` SEE NOTE 3 T_RI U_'v_IT (CXX)_OR;Y- 5CA _E: 3J6" =I -0" NCTE r 4 h 112' MAX. OVERALL FRAME WIDTH ----1 3%,'4"R1AX J7';2"F.1AX '17,i4'Wx. I FRA OF 'NIU H FRAME VV DTH FRAME WIDTF' 53!4' h1IyyI? ANELWCTH35 : 1;4"MN(. AN IfIZIT'i 35 3rA SAX PANEL' IDTH 2 I .V, MAX. 1 L.C. NIDT-1 FIXED If 37 112' MAX OVERALL FRAME WIDTH 74 314" MAX i !!4- MAX OVERALL FRA.V E WID T H L— PANEL WIDTH 35 a'4' IJAX_ _ 35 3;4" MAX. PANEL'.VICTH PANELVAOTH -T ! r _ xkx. 1 ------- -. J D( O 1 li8" r21 1!5/ 'NIOTH\ ri w MAX MAX, w Z O WIDTH ; 5- O e ` n r r k NOTE a/ I N01F 4- v v NOTE 4: NCTE 2 ; NOTE 7 t " _- ._..__ I •I. r w T— -- FIXE ACTP '\ J it] E 4 SINGLE UN1T;X', WTE 4 SCALE: 18"=V-0' JGTE c OBL-BACK AMH MULL POST NCTE2 DVA__ J>1I T {CX i CR. i XO; SCALE 3:3"-'-: 1 178' 36 319" WITH 1 A5'RAGAL cW O. T'/ C r21 WEI D.L.D. RIOT -- 0= J= NO'E2 p= U J I CL Nil) r v y ND 2 WIDTI I NU F4 n w tYw osZv" 41 -J J U Ir s x w l 6 S 7 6-. 4 NOTE 4 ' u INfiCT.VE" ASTRAGAL.. SURFACE BOLT NCTE4 SEF VOTE 3 DUAL UNITA , SCALE. 318' SURFACE. RCLT-` SEE NOTE 3 T_RI U_'v_IT (CXX)_OR;Y- 5CA _E: 3J6" =I -0" NCTE r 4 h 112' MAX. OVERALL FRAME WIDTH ----1 3%,'4"R1AX J7';2"F.1AX '17,i4'Wx. I FRA OF 'NIU H FRAME VV DTH FRAME WIDTF' 53!4' h1IyyI? ANELWCTH35 : 1;4"MN(. AN IfIZIT'i 35 3rA SAX PANEL' IDTH 2 I .V, MAX. 1 L.C. NIDT-1 FIXED If 37 112' MAX OVERALL FRAME WIDTH 74 314" MAX i !!4- MAX OVERALL FRA.V E WID T H L— PANEL WIDTH 35 a'4' IJAX_ _ 35 3;4" MAX. PANEL'.VICTH PANELVAOTH -T ! r _ xkx. 1 ------- -. J D( O 1 li8" r21 1!5/ 'NIOTH\ ri w MAX MAX, w Z O WIDTH ; 5- O e ` n r r k NOTE a/ I N01F 4- v v NOTE 4: NCTE 2 ; NOTE 7 t " _- ._..__ I •I. r w T— -- FIXE ACTP '\ J it] E 4 SINGLE UN1T;X', WTE 4 SCALE: 18"=V-0' JGTE c OBL-BACK AMH MULL POST NCTE2 DVA__ J>1I T {CX i CR. i XO; SCALE 3:3"-'-: 1 178' AC'IV FIXED I AX. NIAX. cW O. T'/ C MUL; POS' NOTE 2 D.L.D. RIOT -- 0= J= NO'E2 O"o p= W w J CL ru z^ ND 2 ID' NU F4 i tYw osZv" i r r AC'IV FIXED 4, II N,JTE DBL SACK J.AtJ9 1,11:LL POST cW MUL; POS' NOTE 2 x h' NO'E2 O"o W w Tww SCA -E, 3Jr" -1'-C' ru z^ ID' wtYw osZv" 41 -J a U Ir s L E huu r AJul 0 10 Nm If l'_sl{IOn No,: Aft4n 0 iD R' ed By. G. -`r i Gn 2 4. v KOTF r 1 - ALL VlE'NS FROM INTE?.IOR W -L POSTS A DOUBLE BAC•, AMSS ARE INTERCIIn\GEABLE. SURFACE BOLT NOT 4ED'Jl'4FD FOR APPLICATIONS OF DPS: OR _ESS. i 4- FCR MASONRY CON5TRUC-ION. I 1 f s:,.LcGS 14011 FRF i VI1(' •. J111"9'lix. SURrACE BOLT SES NOTE 5 105' M.AX OVEMLt- WIDTH ._ ......_._ U.N IT IJXX C] 74' MAX SGA.;.E 15 `+2' MAX I OOJBLEFRAME 'VYIDIH FRAM='NIOTF 0211;8 M 72 114' MAX MAX. 14' MAX DOUBLE PANEL_ WIDI L4 D .O. PANE: WID-11 15 7.2- MAX. _ FRA.Me W DTH FRAME WIDTH 35 3.'4' MAX 14" MAK PANEL W 01 :tl vlIDTH r7 8 M-;/ I° o z NOTE 4 I 1 NDTE d x DW. j Ct.D a t is v foux. w k2 2 i! i < NC E N~J Tc4 Q• C 12 N'*''2 I. n10 z K J J FI cD INACTIVE W a2iNUTF4 ecrvare> e . f: E ACTT a NOT J NCTE4 i/ N iTE 4 ~N. 7E 4 q. J c 6' MAX.' N . 2 10 6• MAX. m C._.G y x D.L.O. r c J --I FIXED INACTIVE ACTNE FIXE IJ , ecrweanl SURrACE BOLT SES NOTE 5 15 '!2" MAX. FP -AME WIDTH 4' MAX - - ANE;'A'IDTH QUAD. U.N IT IJXX C] SGA.;.E 3!6" =1'-(Y' I Li 53" M11AX _ 1 0211;8 M I MAX. OVER,41_ WIDTH D .O. 37 VZ MAX 15 7.2- MAX. _ FRA.Me W DTH FRAME WIDTH 35 3.'4' MAX 14" MAK PANEL W 01 :tl vlIDTH PANE_'A'IDTH 14 X4" MAX I° f o O NOTE 4 I 1 NDTE d x j Ct.D a t is v foux. w k22 i < NC E N~J Tc4 Q• F r N'*''2 I. yyy J K J J FI cD INACTIVE A_C_TUE W 19 ecrvare> e . f: E ACTT a NOT J r5UTII i/ N iTE 4 ~N. 7E 4 15 '!2" MAX. FP -AME WIDTH 4' MAX - - ANE;'A'IDTH P•- @9 V2' MAX OVERALL WIDTH 74' MAx DOUBLE FR..ME WID-L M,A?( DOUBLE PANEL W10TH I FRAME'1VI07H I Li r 0211;8 M I MAX. c7 D .O. LU 15112'"PlkX w O a I NOTE r vlIDTH 14 X4" MAX Li f o O NOTE 4 I c NDTE d x t is v foux. w k22 D.L.O. u r I. yyy J K J J FI cD INACTIVE A_C_TUE W 19 ecrvare> e . NOTE 4 — N7J7E 4 i SURFACE BUL1 SEE NOTE ? TRI -_JNIT TOXXZOR jXXO] SCALE:,!6'-1' T' r 7 1!2" MAX FRAME'1VI07H OVERALL WIDTI- 35',:L'4' MAX PANEL WIi:TH I I 1,5 LU 15112'"PlkX w a I NOTE r r TRt UNIT oxo'! SCALE NOTE: 1. ALL VIEWS FROM INTERIOR. 2- MULL PC-' TS & COJB_L JACK IAMB$ ARE IN -FRO tANGEABLE. 3- SURcACE BOLT NOT RECUIRED FOR APPL CATICNS Or DP45 OR LESS 4 -CR M/SONRY C:JNSTRJC'ION DUA,. JNII (OX) UN iX(') - SRJ('I F. `/ENT.UNIT_(kj SCALL 3:.5' -1'.0• SCALE: 3!6' In.,aionND.: NIoo9 (, ed fir• OIL v <-f tDt` m J Ib J z 0 LJ Y 2 co I n Lo co Y a- c0 W w r zXIr ISI i n: j z GI 'ZT '.Z r'a NCTr.D 69 V2' MAX OVERALL WIDTI- 37 -!2' MAX FR.AMEWIDTH 15112'"PlkX 35 3`4' ""A." PANEL FRAME'WIDTF vlIDTH 14 X4" MAX PANEL'YMDTr' I c i AX. w u yyy J K J W jy?TE2 a NOT J r5UTII i/ N TE4 s 10 6• MAX. x D.L.O. C FIXE TRt UNIT oxo'! SCALE NOTE: 1. ALL VIEWS FROM INTERIOR. 2- MULL PC-' TS & COJB_L JACK IAMB$ ARE IN -FRO tANGEABLE. 3- SURcACE BOLT NOT RECUIRED FOR APPL CATICNS Or DP45 OR LESS 4 -CR M/SONRY C:JNSTRJC'ION DUA,. JNII (OX) UN iX(') - SRJ('I F. `/ENT.UNIT_(kj SCALL 3:.5' -1'.0• SCALE: 3!6' In.,aionND.: NIoo9 (, ed fir• OIL v <-f tDt` m J Ib J z 0 LJ Y 2 co I n Lo co Y a- c0 W w r zXIr ISI i n: j z GI 'ZT '.Z r'a NCTr.D 30 1" MLN, 1' MIN Mart DES.CRIFTKON Me'er¢I j NOTE' NO -E 1 _ r-.. . NOTE., t n 1" MIN •— 1 H NGE JAI Rji La'r4618' FI ,C LI I TFC P NE DIN'[ l 1"MiN--•__ - - PiNF 00 29 147 a F u X28 47 , - 28t471 2 EItaD JAMS r1 im'xA-5J9'F'NGEi_U NEED INE Z I 5 ._ --' 3 LATC.^ AMB L1a AS4!'FINGMOIIPE FNF) ..-..- at c / t SID 1 TBFL AMHBu. iG7 EL_ AZNvAA- 5. il8C' 8FP GERJO NTED PIN ` DIN. 129 29 291 5 #QVNLLPS FLA71iEAD WOOD SIREN V:TII t;'A714EME_IE_j w dw.----_-ra d 7 CD x SN' PHILLIPS MTHEfL' Yr'COD LREN _ _ .__.... _ .._.__. S FL ___ J2/ - 8 tl1U 71.2'PI ULL!PS r1AT1iEAD iYCCD SC.E'J1 EL J 9 Tier ELCO TAPCGN WI T4' 1;A'N4N EMBE idENT S'EEL _, NLL I = \" __ U CU4PEESaION NEATHERSTRIa L cSr3T - w co S_E DETA L A = "' i ---- '. \Y- -tt IVSriItiGTHREDH7LO FNOJRAMt7OEL LZRIS62 RJSR ALUMINUM Lu Y = co SHEET 10 % (36 /: ' ' 1 60SFRIE SICEUTE SEAT fEND.I _-. - ... .._ _ A UWNLIM g r c I ii •I y\ - AUMINJM113EX'RIA! FRGkple@L p r 2. It i1CxE't M J n Q = 131 16 ' 15 A`A STR ICS NLAi E Ra GLCBti PRCD..CTS) _ - S L` -E ' ch Y rLL LVL1fi_ TGP RAIL I 1!AIVATEO'JF.NEE.R LI:MEER' - .-.. 1 3C J 1/ 6U' I%JM FAL 25GA iC.O<?! u°tYNJ12EUSTEEL STEEL j0rn 18 HINGE SIZE STU ILAA7INATED VENEER UJLl3ERy --- LVL I ` 19 L4TCHS:OE sTILE LLALNNAiFQvF1EFRIIIL'BEPI LVL t 20 LOCK BLOCK x 12' LG "E P•NE 1 91 CDL LIP -1.11E NAME PLtiTIC CYEF AU 1NEULATE0TFWVf-RFD CTAS- GLASS 7116'CROWN, 2'L•7.1G STAFLES __ STEL 0 1.00' O.A. JI O 1.00' 0 i— O 2c CCRFNUGA''Yx E'---_---_--- STEEL w 1 0X F C25hW XSE-LUhK SFAIE54Ul• O `n O X - 26 <WKSET OEAD80LT S£RES WO _ . „ _. _—. O Q C7 C•1 U' 2T ?7C x 7 FHlLPS FLATH=AD'NODD SCREW _,. TFEL J N O = I cFF DFTAII a - _ 0 0 w SHEET 7 w SF D -TAIL A tt! , ' 0 w - 72 x Wr CD 911;.K - 2 ^ w L° = SHEFT7 uJ. w ¢' w _ C•N_GOMPRE55tON Sf«M WOOD u:ww wl 7 Z w. ? w F ZwZ-_ JWANCCC POLYS'R N 1.0 TO t 2^I y 0EN51TV1 F::NA i W 21 STEEL UUOR ?ANEL SKIN AIArERl11 [srA GALVANIZED, -.._.. STEEL Z+OL ' Y 11301--_ d A5:S CCMRJF.RCIAL QUALITr' 001. t \ TFCK o SALVANICED 22 NSW'NG vINYL UCCR BUTT OM SW EP ----- Y'NYL 33 CORNER PADS 7, LOCATEC AT THE eurfCM -;7F7 AF46 LEI= EDAM u ETING ON TOE.' Of IME SNL. 3CHIN„ THE YiFAT .. T..P STEEL l Q _ O 1 _ aFi 1 P IL !PS A'OOD SrrRE'A' ' c o 5 -}or'l - Mllll POST, L;.H`hA-ED':SNEER C.;l.1L+ER LJ4 LTC% n' c > a. 6. _/ /' K CL 36 I .i18 OI;E D . OTIA N'00 0 x GUl IL1L OLEl t99 JEN D LFL E.FATAE PLASTIC_.. 130 r - _-i ,/ 3E 37S'OVFRALL INZLIA-r D cAtP R U LA5.,1'EN --UTELllVELSI-...i. aC D0j& F BACK JAMS I AV INATEC ENE R LU46E •L ILSL. LVL i _.... __ T-1 -.- _ 41 Fe. I' FHl 1, FI.A H A, VICOD 5E. t1 _ .. .__.._. ST I 0 31 42 IvES JU x c: 6U,T I.a54 f. 0':.G X .5 HK .. . r = ut I 1 171 N a ASTf:A AL rIOL:' Sill - •0 S<x kY L71L-7 C' i"6 LL Jl S'!C J•RR.L 5'E_L - F. w ; : 1371 r47 261 A5 .. I4E Su ,E all STR:K LA IE _ --_. _._ 6EL IR, 46 I tl9 7 '_ 1 C FLAT11 4J t! 1'DSCR YIg FCR 3TRY VV IE _ _—, __- S EEL Y L,TE 145 J r 6 r -IC __ Lti000 N , 1•,. 1 r it IYJ/ A IF WJ:JU 4, w i 428 ,I 1 1,'2" ' -; 46 I NOTE 4 .X MAY 6E IJ Ti_IZEJ AS AN CATION AS LONG A.5 NL1k•MUId ANCFKJH c a7 26 / / 1 L'2' .. J .% / /' - EM3EUh FNI- DEPTH IN. MASONRY OR PrCCD IS YL4INTAiNED. l _ ', MIN. SEE NOTE ' _- -_ -_ _ NC ff 2' UPT IUNALt Y ANC10O t SAN BE PLA.CEO !N NF.+2R7i`.' SEL;' ON OF SEE NOTE t _ =-_ _ { DOE. - ! fy-: MIN. tiEAO CR JAVH. v-- -! - - EMB, r : ,4 Lg MIN `.5 I _. - 1" uN I ---PAIN 1' MIN - - - 1' MIN -.. _I - 1' MIN VERTICAL CROSS SECT ION I ATC: -1 STIt F CROSS S CIION I • e• FE" A, VERTICAL :.ROSS SECT ION UC:O.'(r TP ' 8 5!CE LITE -Y-'. -- C SURFACE BOLT Y? ION -ALLA-10h 4 WOOD FRAh1F INS.?...A- LAf IONaNOCDFRAMEW •` V • \ 11t+u -I STI t0 NJ A',' iI '•ger 1 ia NO.: / ile t WE. 2n Z I" MIN. 9 1FAINiz Q y L v T SEE DETAIL A J S-fEE' 30 1" MLN, 1' MIN Mart DES.CRIFTKON Me'er¢I j NOTE' NO -E 1 _ r-.. . NOTE., t n 1" MIN •— 1 H NGE JAI Rji La'r4618' FI ,C LI I TFC P NE DIN'[ l 1"MiN--•__ - - PiNF 00 29 147 a F u X28 47 , - 28t471 2 EItaD JAMS r1 im'xA-5J9'F'NGEi_U NEED INE Z I 5 ._ --' 3 LATC.^ AMB L1a AS4!'FINGMOIIPE FNF) ..-..- at c / t SID 1 TBFL AMHBu. iG7 EL_ AZNvAA- 5. il8C' 8FP GERJO NTED PIN ` DIN. 129 29 291 5 #QVNLLPS FLA71iEAD WOOD SIREN V:TII t;'A714EME_IE_j w dw.----_-ra d 7 CD x SN' PHILLIPS MTHEfL' Yr'COD LREN _ _ .__.... _ .._.__. S FL ___ J2/ - 8 tl1U 71.2'PI ULL!PS r1AT1iEAD iYCCD SC.E'J1 EL J 9 Tier ELCO TAPCGN WI T4' 1;A'N4N EMBE idENT S'EEL _, NLL I = \" __ U CU4PEESaION NEATHERSTRIa L cSr3T - w co S_E DETA L A = "' i ---- '. \Y- -tt IVSriItiGTHREDH7LO FNOJRAMt7OEL LZRIS62 RJSR ALUMINUM Lu Y = co SHEET 10 % (36 /: ' ' 1 60SFRIE SICEUTE SEAT fEND.I _-. - ... .._ _ A UWNLIM g r c I ii •I y\ - AUMINJM113EX'RIA! FRGkple@L p r 2. 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I4E Su ,E all STR:K LA IE _ --_. _._ 6EL IR, 46 I tl9 7 '_ 1 C FLAT11 4J t! 1'DSCR YIg FCR 3TRY VV IE _ _—, __- S EEL Y L,TE 145 J r 6 r -IC __ Lti000 N , 1•,. 1 r it IYJ/ A IF WJ:JU 4, w i 428 ,I 1 1,'2" ' -; 46 I NOTE 4 .X MAY 6E IJ Ti_IZEJ AS AN CATION AS LONG A.5 NL1k•MUId ANCFKJH c a7 26 / / 1 L'2' .. J .% / /' - EM3EUh FNI- DEPTH IN. MASONRY OR PrCCD IS YL4INTAiNED. l _ ', MIN. SEE NOTE ' _- -_ -_ _ NC ff 2' UPT IUNALt Y ANC10O t SAN BE PLA.CEO !N NF.+2R7i`.' SEL;' ON OF SEE NOTE t _ =-_ _ { DOE. - ! fy-: MIN. tiEAO CR JAVH. v-- -! - - EMB, r : ,4 Lg MIN `.5 I _. - 1" uN I ---PAIN 1' MIN - - - 1' MIN -.. _I - 1' MIN VERTICAL CROSS SECT ION I ATC: -1 STIt F CROSS S CIION I • e• FE" A, VERTICAL :.ROSS SECT ION UC:O.'(r TP ' 8 5!CE LITE -Y-'. -- C SURFACE BOLT Y? ION -ALLA-10h 4 WOOD FRAh1F INS.?...A- LAf IONaNOCDFRAMEW •` V • \ 11t+u -I STI t0 NJ A',' iI '•ger 1 ia NO.: / ile t WE. 2n Z MIN MIN. i' MIN'-.. N,OTE 1 1-kAIN 26, ,(47; A 7— LLJ 2 A SHEET 10 J.',)C"Q.A. SFF QFTA JI A SHEET 7 xi 31.1 1 1.7 132\L r z 3ri1' MIN MIN -- MIN. _ 1' MIN V;_ — . ........... MIN. 14MIN MIN T -- cc LL Y SEE DUAIL A SHEET ILI 1 00'0 A. K. SEtUFIAU A Se-.EET 7 F 37 M; N NOTE I 1 -MIN v Z CO 1 MIN I' MIN."MIN 6 VERTICAL CROSS 55LjLQh_510EmLITE EYP, MIN. EMB Z_ 9y," All AI SFF. DETAIL A SHEET 1C 19 2 8 , H0RIZ0NTALQRQjjaEQT_l.QN 1 1&0:14STALLA-10'4 Z MIN RAS. 10 NOTE 1 114 MAX. y 3 1 SHIM 0! 2011,31 INTERIOR 0 8 , H0RIZ0NTALQRQjjaEQT_l.QN 1 1&0:14STALLA-10'4 S..' MASCNRY INSTALLA7104 ,4 94B roved By Alz T. U- L 4 5-- AS 7141' rsr. l _Cef MIN RAS. S'=I= DETAIL A S E T lo 0! 2011,31 Z L2, 4 7)2 N(3TF 1 29- INT=RIOR CP dORZONTAL CROS`.SEr'ICN c 71 IAA_SLINRY INSiALLAHON NWF 1: U MAY RF ',JTII-17FD AS AN OPTION AS AWINAlum. ANCHOR hmsH)F,IrNT DEPTH. INTO MAS01'.RY CRA`0(;U, S NA. NTA!NED NQE. 2: OPIIONAI I V ANCHOR CAN BE PLAG=_C) IN ;FCTIIJN OF HFAIJ ORJAMW S..' MASCNRY INSTALLA7104 ,4 94B roved By Alz T. U- L 4 5-- AS 7141' rsr. l _Cef IM E.ME, SEE I'l 6 1 AI'l II z .. F.TH_ Z 2 3 HORIZONTAL CROSS-SECTION VIEW AT FIXED FANFL,5IDL: JAIMH tAASONRY INS'ALL; SEE DETAIL A 's WIN EMS. SHEET TO V4 SEE NOIL 2 i'31 SEE NOTE 4 HORIZONTAL CgOSS *f_',:TION VIEW AT FIXED PANLUSIDE JAMS WOOD INSTALL! 1:4'UAX SI -IM SEE DETAIL A NIN CMB 14 SHEET 10 T--- 11 SEE NOTE 2 sc r 4,28D IWLIEF K)R NO f- 4 I I ioRiZCNTAL CRQ S2ECTIQN AT FIXED PANEU5iuE JAMB INS I ALL) SEE OETAIt A MIN, CMB. SHEET 10 3, INTFRICR I-QkIZQNTAI_ CP(0.1;.S St TION VIE* AT SOLID MLLL POS SEE NOTE 41 k7' MIN. EM©. SEE 11 ETAIL A SHEET IC 10 1% K q SECTIONCROSS VIEW AT DOOR HINGLSIDE. JA -Mb MASONRY IN51ALU 14 MAX I I.A* 7 wiN. cmE, SE- DETAIL A 2 SHEET il) (4, 2g INTERIOR I WDTF 7 — NOTE .1 J_ Rl CROSS SECT1914— Vj v FIXED PANEI, sTDF jAmR kMASONRY:NSTALL! 1W MIN SEE DETAIL A SHIET 10MIN. F116. IIV 0, tv IN I _. H I C -H t . 1 7 Z8)2 INTERICIR 517F -1407E 4 NOTE= IlQRI ZO N TAL C ROSS SEC T1.0 -N. A I DOOR LATC1+30E IAMB VIEW AT DOOR LA7CHi-SIDE JAMB VY-'.)Cj INS I ALLI IMASONRY INSTALL) 41, '14 r Ai IW IL, CM I NTERIOR INACTIVE ACTIVE HQHIZQN-A CRCSS.S.Ec-TION VIEW .AT ASTRAGAL SHIM SEE CETAIL A MIN. EM13 SHEET 1C K HORIZONTAL 055 SFCTION E SIDE JA?,'.*RVIEWATDOORHU, KIASCNRY INSTAU., ZSEF NOTE 4 4 L HORIZONTAL ;RQ$5 SECTION,_-_ 5 ',)(X)R FINGE,S]DE JAMS NCTES. 1, FOR ANCHOR KPACING, SEE SHEETS 8, 9. 10 & 11. 2 SPACING FOR 123 FROM TOP DCWN C-213 2 ASTRAGAL SCREW PATTERN SPACING FCR g!" OcD 2 cn cc FM8FDVENT DEPTH. INTO MA30NRY OR VC;()O !S*k',AINlAINE0, co 0 N-ERZR_ 7. 401E, 23 129,4.1 HEAD OR JAMB. L; xzCD C? 15:I co LLW OD Ljz co INTE.;(11 R L 4 HORIZCN-,AL CROSS IEQTIQN SHFFT VIEW AT DK JAMB W.JLL POST UJ EL Am V;E%4 AT DBL JAMB POST SEE DFTAi A SHEET 'CrI EMd. K HORIZONTAL 055 SFCTION E SIDE JA?,'.*RVIEWATDOORHU, KIASCNRY INSTAU., ZSEF NOTE 4 4 L HORIZONTAL ;RQ$5 SECTION,_-_ 5 ',)(X)R FINGE,S]DE JAMS NCTES. 1, FOR ANCHOR KPACING, SEE SHEETS 8, 9. 10 & 11. 2 SPACING FOR 123 FROM TOP DCWN C-213 2 ASTRAGAL SCREW PATTERN SPACING FCR g!" FROM TOP U 1004NV22. 1 2, 10- — 11 , — 4 1X MAY HF UI It /InU A,4; AN OPTION AS: -UNG ASM111MUM ANCHOR FM8FDVENT DEPTH. INTO MA30NRY OR VC;()O !S*k',AINlAINE0, 22) N-ERZR_ 7. 401E, 23 129,4.1 HEAD OR JAMB. H 0 Ll, /.QN r AL CROSS.SEcTicN DOOR LATCHZIDE JAMHDE AMB VIE:* AT WOOD INSTALL! IWMIN. M:N EVE, SEE CEIAII A SHIM SEE DEIAILA SHEET, 10 SHFFT 2' 6311' z% T- FnP.14(;N A!. (^RCSS SECTION Am K HORIZONTAL 055 SFCTION E SIDE JA?,'.*RVIEWATDOORHU, KIASCNRY INSTAU., ZSEF NOTE 4 4 L HORIZONTAL ;RQ$5 SECTION,_-_ 5 ',)(X)R FINGE,S]DE JAMS NCTES. 1, FOR ANCHOR KPACING, SEE SHEETS 8, 9. 10 & 11. 2 SPACING FOR 123 FROM TOP DCWN C-213 2 ASTRAGAL SCREW PATTERN SPACING FCR g!" I"dim No.: Alhoel ?R 6 / —4 Reviewed Date R~. 6(l,& 49:9 11 z L z FROM TOP U 1004NV22. 1 2, 10- — 11 , — 4 1X MAY HF UI It /InU A,4; AN OPTION AS: -UNG ASM111MUM ANCHOR FM8FDVENT DEPTH. INTO MA30NRY OR VC;()O !S*k',AINlAINE0, 22) S. OPTICNA,LY ANCHOR CAN BE PLACLU :N','4AtRC'A SL:;T:ON OF HEAD OR JAMB. INF FnP.14(;N A!. (^RCSS SECTION V;E%4 AT DBL JAMB POST I"dim No.: Alhoel ?R 6 / —4 Reviewed Date R~. 6(l,& 49:9 11 z L z 11I I V2i SEE NOI"E 2 `23 INACTIVE INTERIOR AOTI`JF r' A_". HO RIZQVT&.CROSS SECTION V IEW AT SOLID MUL _ NOS I. 7 /ViiiVi AT SOLID MIJI_L POST SEE CETAIL A G SEE DETAIL A ! 11a CIS`EE NOTE 4 SHEET 10 ) . i 1 vz" c 10 MN EMB.'y zSHEET —,\ e + MIN, CMS SEE NOTE 2 I?.v Li ' ' I 5EE NOTE 2 INTERIOR B;', HORIZONTAL CROSS SECTION 7 /ViiiVi AT SOLID MIJI_L POST lJ'i(" - 1' 41 my7 I;Cy< I .. I T i36 1 311,a1 SEE NOTE -J SEE NOTE ? INTERIOR C ' FORIZONTAL,CROSS SEUTIUN VIEW AT DBL BACK J,AM6 I70; !25 JAIP SEE NOTE 2 \--Tz -_ >I • I INACT)VE 'INTERW'-R ACTIVE O_l HQRIzgNTAL CRUS 5FC"ION — 7 , VIF'AJ AT 08-_ HACK, JAMH SEE nF7Aa. A U4` MIN. SHEET IO NrFRIOR SEE CETAIL A G SEE DETAIL A ! 11a CIS`EE NOTE 4 SHEET 10 ) . i 1 vz" c 10 MN EMB.'y zSHEET —,\ e + MIN, CMS 10 • + __ MASONRYOORINSTALL. TCIU.IDE T 7 ... 43F?30 ,'71 / i a,,:. 71i)SFE NQTF4l F v v n '.N ItRIOR 4" a NTLRIOR Iia KAAX` MAX. `IU't4 r StGM SHIM L-IORIZCNTAL CROSS SEC -(ON F , H RILON'AL CROSS SE(;lU"! 7i VIEW AT DOCK HINGE!SIDE JAMBVIEWATDOORI-INGEISIOE JAMB K000 INSTALL: MASONRY INSTALL) lJ'i(" - 1' 41 my7 I;Cy< I .. I T i36 1 311,a1 SEE NOTE -J SEE NOTE ? INTERIOR C ' FORIZONTAL,CROSS SEUTIUN VIEW AT DBL BACK J,AM6 I70; !25 JAIP SEE NOTE 2 \--Tz -_ >I • I INACT)VE 'INTERW'-R ACTIVE O_l HQRIzgNTAL CRUS 5FC"ION — 7 , VIF'AJ AT 08-_ HACK, JAMH SEE nF7Aa. A U4` MIN. SHEET IO NrFRIOR i CIS`EE NOTE 4 r 0 RI NT4 r -R SS SECTION._. 7 JAMB MASONRYOORINSTALL. TCIU.IDE HORIZCNTA_ CROSS SEC -ICN _ VIEW AT SOLD DULL POS! NOTES g- 1. FOR ANCHOR SPAc N'G. SF -F. SHcETS B, 9, 10 & 1'. 2. SPACING FOR #23 FROM TUP DA'N: E' 286'-x)" 75O• '. 3. A3', RAGAL SCREW PA' 'ERN SPACING FOR P 3 I 1 3!4., 1., FROM I OP DOWN: 1'2'. 2' 3 1;2', _C', 24 3 - 4 1X MAY BE UTILIZED AS AN OPTION AS UN[. AS MINNIUM AN- !OR EPABECMENT DEP-: m, INTO klASC;NKY C= .VOC'D IS IIA NTAiNED 5. OPTIONALLY ANCHOR CAN BF PLACED N NARROW f. _ -()N ()N f`, FE AO CR .;AMB. INTERIOR 1 AZ;Nv QUAIL A SCALE 6' =1'-3' I I iliiAion Nm: Reviend W. r „gniiN(iiJIVAi we O r xQ F _ Z O Q IL LC N w Y =co j Q toO ^ Q = a S=E DETAIL A S -IT 8 TYF 451 3"T yp SEE DETAIL A 611 yp SI'T -j Cm 9-1 yp 7 uS Z 0 coLLc7, z w co a- 2[)2' 5 ta I ILI < LLDED _ j y. — 230" DETAJ- A 0 r, HINGECETAIL C11 UPPER 3URFf-.CE BOLI 5-RIKEPLATE WSF.F DETAIL C: 394' AND 1, PPER AS -RAGA' BOL- STRIKE Y a - SHEET 9 SEE DE -AL D 49- S1SHEET 9 4- ujL !L 77J It z SEE DETAIL B V 0 941 SHT. SEEDETAJI-C 0SHY. 8 1 - DETAIL DLIEIAllC - •! ANCHORING LOCATIONEDO-JRLIF i7A I Ch a DIEZ600 STRIKE I vv! w.sll - OVVER SURFACE BOLT STH KF 'LATE ANC LC,',%'Ef, A.STRASAL 5QL1 IHIKt I:, A i FS z 0 Yo_ 5. SEE DETAIL A 9' T YIP SHT 9 m m A1 4A 7- uj L) T i6 NOTES: YF To HF APPL:ED ON BOT!J;NT(R ORw1CGRRJGATEDSTAPI-=- SE<- W, I All AND EXTERIOR SURFACES AT SFACING SHOWN ON M-3D &, 4-: E T 9 riCq3L:l. (Sf-f-, SHFF r Pi V FOR TOTAL OF NINE FASTENERSSEE uj Q Qf' , '-SEE DETAIL I > N "ER 0 :;L. w 51 IECT 9 2. Ali VIFIN" FROM IN,EK10 =f life 0. 3 F. --JA LS APE L;1 LIZE:; :,N Y)L.-BLE BACKJAMBS U, ONLY. O -MIT ',AILS ON SOLID rmii I I ;()NFjLiuRATIONS. ui n tZ0 SHT u ANCHUH.Ni.i WCA NDNS SINGE IN-VVING UNIT W! 2 0OXJ V WWI eview Wile Rc SEE DETAIL A SH7.9 ujTwx 0 fCl A YI 1"?, SE+Dh- I Ali A GHT. 8 SE -F DE -Al- A YTYP. TYP 9"T'YP. 9- SHT. 9 FWY A 9, T 201'- IT. I. TYP. 10— 11 k2j NOTE 130 49' SEE DETAILAIL I) cc') a. W— ;I i0 I 77 1 1L WM al SEE DETAIL 3 SEE DETAI_ C S -1T.9 BHT Aw,'WjRING LOCATIONS DOU13LE 2. INSWING UNIT W1 1,SIDCLITE.19MJ SCALE. 11' •V -C" A YI 1"?, DET&IL-C,- MULL. P95J SCALES -="-O" 2— DFTAIL A iL.B. SCALE 3' -1--0' NUICS: ORRUGA T ri) S I API FS 10 9E APP -IM ON BOTH !14.- CRIOR AND FXTER.OF2. SURFACES AT SPACING 0X)M MODEL (S--E1',HFET8)-,'-I' FOR TOTAL ID=NNE FASTENCRS FER SIDE. I -W2ALLVIEV,.)NI INTERIOR3c,',*1,PJGATE: NAILS ARE LTlI.IZEn GN WR. F HA ':K -AUF% ONLY. OMI- NAI',S ON SOLD MULL POST CONFIGURATIONS duon ft X00 OLi 0 oto zC) TUM ZG ul OCA Co r. LD 0 i i SE -F DE -Al- A a"' 04.06,D9 S" -,A 3 'TYP. r SHT. 9 FWY A I,-- Pi`19 01114 IT. w a. W— ;I i0 I WM al s 2. IYP. I ies SEE 5- .--' SEE DETAIL 1 NOTE 1 DETAIL D J:. SHEET 5F-.-z Sl IECT 9 f -L-1 I J-11 ANCHORING LOCATIONS SINGLER INSWINGUNIT M 2 SIDEVT_E_(OXO) I,; r,ALE: V2' -1'-7 DET&IL-C,- MULL. P95J SCALES -="-O" 2— DFTAIL A iL.B. SCALE 3' -1--0' NUICS: ORRUGA T ri) S I API FS 10 9E APP -IM ON BOTH !14.- CRIOR AND FXTER.OF2. SURFACES AT SPACING 0X)M MODEL (S--E1',HFET8)-,'-I' FOR TOTAL ID=NNE FASTENCRS FER SIDE. I -W2ALLVIEV,.)NI INTERIOR3c,',*1,PJGATE: NAILS ARE LTlI.IZEn GN WR. F HA ':K -AUF% ONLY. OMI- NAI',S ON SOLD MULL POST CONFIGURATIONS duon ft X00 OLi 0 oto zC) TUM ZG ul OCA Co r. LD 0 i i a"' 04.06,D9 S" -,A FWY A I,-- Pi`19 01114 1.2 i L- ANCHORING LOGAI;ONS OU L F IK SWING UNIT IXXI SCALE.318'=1'L' SEE DETAIL A SHT.9 iTYP. 1 I 7 w TYP. 2 m i q I r- w_ _ T BDCAlt SFIT.9 ANC H ORING, I. Ot:A I11;NS SINGLE..INSV,vgG UNIT fX;_ SCALE 3/8' -''-O' SCE DETAI -A — o s. -IT. e_..._ -;r— 9"YP. 9' TYP. 6 --Ty.. JCL J O 3"TYP. rSEE DETAILA SHT. ti F -we Mi m - "-- TYP.._..1 I 3 -TY? SEE DETAIL A i• II SI IT. 9 W 1 WLj II.l_CI.1.._I----- SC IL Q j\\ 1)rIAIL 0 u"SEF p SHEET 9 •," f W l9'1YI' J IIJw W 4 W 9 Ij N 22 N 1-^771" 1 f+ K N G J . SEE OETAILB Di 3HT.9 v' W a zo(l) n luo C) P.VCHURING LOC:A'iUNS SINGLE INS'NING UNIT W' 1 S_C.=Clic NOXI C N0Z n znL SEE DETAIL D a 4 SHT.9 C 0 4 SCE CCTA.L r. r. y ANCHORING LOGAI;ONS OU L F IK SWING UNIT IXXI SCALE.318'=1'L' SEE DETAIL A SHT.9 iTYP. 1 I 7 w TYP. 2 m i q I r- w_ _ T BDCAlt SFIT.9 ANC H ORING, I. Ot:A I11;NS SINGLE..INSV,vgG UNIT fX;_ SCALE 3/8' -''-O' QETAIL - A I - NO rL,L 1 CORWA:ATED STAPLES TO BE APPLIED ON BOTH INTER OR -- - C4.9ti.09 A14D TXTERIOR SURFACES AT SPACING SHOWN ON 0XX9 1 "-----'- MOCZL(SEE SHEET 8) -'-1'. FOR TOTAL OF NINE FASTENERS X Irl } , AS NOTED PER SIDE. .>L.I.,`-1 it-'VCI .;;e. - WTD 2.. A._L VIEWS FPUM IN(ERIOR FREY J COHRUGATED NAILS ARE UT -LI=ON DOUB_E BACK JAN'BS ONLY. OMIT NAILS ON SCUD NIULL POST CONFI(_iUFAHONS. IGf :ptl lC,n I% iie R o I 9' TYP. 6 --Ty.. JCL J O 3"TYP. rSEE DETAILA SHT. ti F -we Mi m - "-- Z Q1 ....i 14 2 LL C\l I LLJ YY= W 1 WLj SC IL 1)rIAIL 0 u"SEF p SHEET 9 •," IIJw m JC 4 W C-1 Ij N N 1-^771" 1 Li z N X400. J . SEE OETAILB Di 3HT.9 v' W a zo(l) luo C) P.VCHURING LOC:A'iUNS SINGLE INS'NING UNIT W' 1 S_C.=Clic NOXI C N0Z n znL SCALE: 318' -V-(r a 4 C 0 4 NOTE 1 - USE #10 WOOD .NSIALLATiCN SCkE,V 'AV 1.b0" MIN. EMBEDMENT G M mr om:; WHEN :NS 7 AL LING INTO WOOD SUBSTRATE, 2 - USE xA x 2 1;2" PFH'WOOD SCRELN '.')HEN INSTALL NG INTO MUL. ]CNS. 3 - USE 31'6'ELCO TAPCON ANCHOR WI 1 1;4" Mi N. EMBL-I Nu. STLING INTO CONCRETE'MASUVRY SUF'-,TRATEMENMP:_ L9. SCREW AND TAPCCN ANCF-QRS CAN BF FR4BEDEO . V EITI ICk THE 1 1;4' CR c9 3;4" THICKPORT ICN Us T HE JAMB AS LONG AS THE SUBSTRATE EMBE71:•ENr j ' 1, O' I$ VAIN 'A. NF,1 I Ls N QETAIL - A I - NO rL,L 1 CORWA:ATED STAPLES TO BE APPLIED ON BOTH INTER OR -- - C4.9ti.09 A14D TXTERIOR SURFACES AT SPACING SHOWN ON 0XX9 1 "-----'- MOCZL(SEE SHEET 8) -'-1'. FOR TOTAL OF NINE FASTENERS X Irl } , AS NOTED PER SIDE. .>L.I.,`-1 it-'VCI .;;e. - WTD 2.. A._L VIEWS FPUM IN(ERIOR FREY J COHRUGATED NAILS ARE UT -LI=ON DOUB_E BACK JAN'BS ONLY. OMIT NAILS ON SCUD NIULL POST CONFI(_iUFAHONS. IGf :ptl lC,n I% iie R i, 3 TYP. 3" V 3"TYP fyp41 FEE DETAIL A 9* r%,p -1 - — SFE I,' TYP. — SHEET 2 - SEE DETAIL A SHT.9 ANCHORING LOCATIONS DOIJBI F LN5,YN G. DETAIL C SHT.8 E= Si F E)E7A,t A SHl.!4 wLU i F T. wm Ci a 6 Iyp SEE CETAI! SHI 9 MIMI "Moo ANCHC%NCi LOCAT ONS SING.F UNILYLsu:N IrE(OXCJ ETAIL B SHT. 9 TYP SEC DETAIL A SHT 9SEEDETAILA x Ty. I 6 TYP SHEET 8 3-TyP 41 V uj U.1WN 0 Zo TYP x 49' Al— Tj) I— 3"TYP. pIy Y, SEE DETAIL B SEE DETAII SHT. 9 3HT 9 A:qCHORING C TS DOUBLE rUNIbV,IDLTE 0M. C= SEE D FAIL A 3-TYP TYP. SH 1. 9 T 7, TYP ti I 15 ;,1 LU I T_ SEE DE'A!_ I! SHT.9 won rw DOUBLE INSWING, Ut, T_tV.2._SIQE- ITE IOXXOj OfD jco I, - z 0 ZL u U') c') LU I - co) Y EL n Z 7 X Z z w NOTES S. FR EV uHW v) mj AND EXTFRIOR SUR!rACcS AT SPACING S* IOWN 1;11 FOR -CTA- OF \W'If- fAUIDF-L (SEE SHEET 81 F•STENERS PER HIDE. u 2, AL; VIEVI)S FROM INT ERIOR 3. C07.7UGATEI) NA; --S ARE IJTILIZF(3 (,.*j DCUBI E BACK 1AN-3S i, 3 TYP. 3" V 3"TYP fyp41 FEE DETAIL A 9* r%,p -1 - — SFE I,' TYP. — SHEET 2 - SEE DETAIL A SHT.9 ANCHORING LOCATIONS DOIJBI F LN5,YN G. DETAIL C SHT.8 E= Si F E)E7A,t A SHl.!4 wLU i F T. wm Ci a 6 Iyp SEE CETAI! SHI 9 MIMI "Moo ANCHC%NCi LOCAT ONS SING.F UNILYLsu:N IrE(OXCJ ETAIL B SHT. 9 TYP SEC DETAIL A SHT 9SEEDETAILA x Ty. I 6 TYP SHEET 8 3-TyP 41 V uj U.1WN 0 Zo TYP x 49' Al— Tj) I— 3"TYP. pIy Y, SEE DETAIL B SEE DETAII SHT. 9 3HT 9 A:qCHORING C TS DOUBLE rUNIbV,IDLTE 0M. C= SEE D FAIL A 3-TYP TYP. SH 1. 9 T 7, TYP ti I 15 ;,1 LU I T_ SEE DE'A!_ I! SHT.9 won rw DOUBLE INSWING, Ut, T_tV.2._SIQE- ITE IOXXOj OfD jco I, - z 0 ZL u U') c') LU I - co) Y EL n Z 7 X Z 400 MD.: A// 4v cok:ewed BY jgv z z.SI 2 NOTES S. FR EV 1 rokI4,MATED STAPLES f B=- APPLIED Ci'1601 c"I AND EXTFRIOR SUR!rACcS AT SPACING S* IOWN 1;11 FOR -CTA- OF \W'If- fAUIDF-L (SEE SHEET 81 F•STENERS PER HIDE. u 2, AL; VIEVI)S FROM INT ERIOR 3. C07.7UGATEI) NA; --S ARE IJTILIZF(3 (,.*j DCUBI E BACK 1AN-3S Q ONLY. 01.11' NAILS ON SOLID VIJI L DOS' C0NF!Gk1RA1 SUNS. I 400 MD.: A// 4v cok:ewed BY jgv S. FR EV 1 12 7— ViV-)L) JAW FIl4C1E3JQINIE,) DINE SCALE: 6- =1'-0- lie, Iminl 4y x, 2 GLk, SCALE: 6' =V-01' 4 1 314' 0,a LIP-LI'PjKAME. SCALE: C' =1'-L' 5 we, I tNUURA INSWING TIIREP UQL.U- SCAL_: 6" =1'4T' A - T 3E2TI0N:A-A SE-:;TlCN U -U AT A 5 1 KIKE A DEADECILT 3/8' LAM( STI .E !LVL} TOP RAIL (LVL I HINGE 57 LF ILVL SCALE -6--1-X SCAL=-:c-,=IAV, d I i I : I I , i --I 000- R DO T -rCM-3W;-:-FP 321 SCALE C* -1'-0*' 1 314" -1 IT! 1 C RNERPADS SCALC. ROLLED STEEL. ZINC & YELLCVV CHRUMA r=- NIKE PLATE 45 SCALt' W=1'43' 2 1 r2' LVL M L, POST A 14'- 2- i;4t SCALET' zl'-O' LOXSEAL 96!,0 CCIAPRESSION ffXAjHFR5IRF- SCALE* 111116'• 1 L L.J ULIJ 1% t17 i 8011 CIA RA:- SCALE. 6' -V-(r IL , - L ILS r AS IRAGAL iGLOBALl' 6063_T6 ALLMINUM SCALE 5' 20LQrKKI0C-'K, 4. - 3/A 1- c SCAE 6" ---LY iuwf lonlo t" --- i100 to c E z 0 CL LLLU GO LLJ co kn jLLJJ z 7 M x (L CL C4,06 Q9 ASNOTED Viso 5, FREY Back t0 (I.l.Olt' LOWE'S HOME CENTERS, INC. #1657 3780 ORLANDO DRIVE SANFORD, FL 32773 USA 407)430-4060 Project #: 295613179 Customer Name: RON FIORELLI Customer Phone: (407) 496-1694 Customer Address: 1.412 PARK AVE SANFORD, FL 32771 USA cam Description: windows Line Item Product Code Frame Size Description X10 Manufacturer: Peachtree Doors and Windows Unit Price Quantity Total Price xact Size = 291/2" W x Division: Millwork :::::::........................................................................ , U 1 1/2' H Product : Windows ough Opening.= 30' W x Type: Double Hungs H Material : Vinyl Clad Frame : 4 9/16" Frame Depth Performance Rating: Standard Performance j Tax Rebate :Qualifying Products Product Family : 300 Series Configuration : 1 -Wide Sash Configuration : Standard Exterior Color: White anterior Material : Pine - Stain Grade Opening Type: Exact Exact Width: 291/2" Exact Height: 61 1/2" Rough Opening Width: 30" Rough Opening Height: 62" Glass Type : Dual Glazed (Insulated Glass) Tempered Glass : No Low E Glass: Low E Tint: No Glass Option - Top Sash : Clear Glass Option - Bottom Sash : Clear Gas Filled : Inert Gas High Altitude Option : No Grid Type : 5/8" Flat GBG Grid Style: Colonial Grid Location: Top Only Top Grid Pattern: 3W2H Exterior Grid Color : White Interior Grid Color: White Wall Depth: 4 9/16" lamb Jacks : None $242.07 M S 1 G_ 1,936. 91 C: : ti`::;`ii 2\ti:;;::;;p'.•:.:,\,`::.•`.a :.`.\•:any%-\ tE:: ti\e:\`. a:• •:.. ti: '"u::`:2;X:;.::;'titiw;$: ~:tc c v::::2.\\'•::;c:;c:;:<ti:$:r`.. w\:£;:: •;: :.::;::.>:•:::ap;?s:;i#$:::$;;;?;::;;;. •:2: SS Vii:::>;"t;\:?:+::2>ti::;: l$`:`?,;o BCIS Home Log In User Registration Hot Topics: Submit Surcharge Stats & Facts! Publications:' FBC `_ roduct Approval SER: Public User Product Ap_proval Menu > Product or Application Search > Application List > Application Detail FL # FL13307 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Peachtree Doors and Windows 2744 Ramsey Rd Gainesville, GA 30501 800) 222-2995 Ext 2808 afeltes @weathershield.com Pam Stacke pstacke@weathershield.com PAM STACKE 829 N. EIGHTH ST MEDFORD, WI 54451 800) 222-2995 Ext 3921 pstacl<e@weathershield.com Windows Double Hung Certification Mark or Listing American Architectural Manufacturers Associatic American Architectural Manufacturers Associatic Standard AAMA 450-06 AAMA/WDMA/CSA 101/I.S.2/A440-05 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/06/2009 Date Validated 11/09/2009 Date Pending FBC Approval 11/10/2009 Date Approved 12/09/2009 Summary of Products FL # Model, Number or Name Description 13307.1 713 VINYL/WOOD DOUBLE HUNG I— ----------._.........---- ........ ----------- ----- -----.---------------- Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: H-LC30-2273X1981 (90X78) NON -I Certification Agency Certificate FL13307_RO_C_CAC_PT 713 DH Quality Assurance Contract Expii 10/13/2013 Installation Instructions FI-.1.3307_RO_II_PT 713 Double Hi. Verified By: American Architectural Created by Independent Third Part Evaluation Reports Created by Independent Third Part Back Nexti Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Se Product Approval Accepts: 0 09 Ei l BYh'T£Bt7 N 54svrc}. YCT7I T't Validator/ Operations Administrator) Weather Shield Mfg., Inc. P.O. Box 309 Medford, WI 54451 Attn: Pam Stacke AAMA F CERTIFICATION PROGRAM t AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTEDAAMA/WDMA/CSA 101A.S.2/A440-05 AAMA 450-06 H-LC30-2273x1981 (90x78) COMPANY AND PLANT LOCATION CODE SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED NO. DESCRIPTION Peachtree Doors & Windows (Ladysmith, WI) PD -4 713 DOUBLE HUNG TWIN FRAME(mm) SASH(mm) WD) (VC) (X/X.X/X) (IG) 2273 x 1981 1043 x 984 SNE Enterprises, Inc. (Ladysmith, WI) TPC -5 INS GL) (TILT) (ASTM) 7'6" x 6'6") 3'5" x 3'3") 2, This Certification will expire October 13, 2013 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Stork Twin City Testing Corp. Report No.: 180-7881.03 Date of Report: November 4, 2008 Date: November 5, 2009 Cc: AAMA SBS ACP -04 (Rev. 8/06) Validated for Certification Associated Laboratories, Inc. Authorized for Certification , Americarw Arc itectal Manufacturclrs Association yh 'vi:F''k. .'c:.•i lS ..', £ ii.i i`v •!w, 500 12MM) MAX SHIP TYP. INTERIOR EXTERIOR SECURED TO BUC 10X1-5/8" PFH SC 6-7" ON CENTER _r NAILING FIN AROUND THE UNITS ENTIRE PERIMETER TYP SECURED TO BUCK WITH 10X1-5/8" PFH SCREWS 6-7" ON CENTER THROUGH NAILING FIN AROUND THE UNITS ENTIRE PERIMETER TYP WOOD BUCK BY OTHERS TYP 500 12MM) MAX SHIP TYP. PERIMETER SEALANT BY OTHERS TYP. THE PEACHTREE COMPANIES, INC. 713 DOUBLE HUNG TILT NON -IMPACT NAILING FIN INSTALLATION INTERIOR 1 "1 -I\ THOROUGHLY READ AND FOLLOW MANUFACTURERS INSTALLATION INSTRUCTIONS RECEIVED WITH UNIT. THIS GUIDE DOES NOT ADDRESS THE SEALING CONSIDERATIONS THAT MAY ARISE IN DIFFERENT WALL CONDITIONS. F f EF- _F fHt hE.='_-HTR F _. I__, . TEF IN— ,:Ihv_:4II,_4i0EEFEFFINED i F EF_F E THE PEACHTREE COMPANIES, INC. WOOD BUCKaLL FI-- I F BY OTHERS TYP. ; F F EC ` TE F t ` iEF .... .... FINISH F' t'F '.;.: _. _L iHl l-.Iii_. 713 DOUBLE HUNG tOF INSTALLATION INSTRUCTIONS r 70-0678-18 DO NOT SCALE DP. •AWING TOM H. 5-1-09 a U7/U(/ZULU 1"H1 15:43 FAX 715 693 7981 Peachtree Customer Svc. riorida Building Code Online Date Validated Date Pending FBC Approval Date Approved 11/09/2009 11/10/2009 12/09/2009 1002/002 Page 2 of 2 Summary of Products FL * Modell, Number or Name Description ""---- ' 13307.1 713 VINYL/WOOD DOUBLE HUNG H-LC30-2273X1981 90X78 NON -IMPACT Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL13307 RO C CAC PT 713 DH Sgl end Mull LC30__ 90x78:pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date ! DesignPressure: +30/-30 10/13/2013 Other: Installation Instructions FL133U7_RO_II_PT,713. Doubie,.Hung.pdf. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created bv Inde endent Third Party: 6adc _Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487-1824, Fax (850) 414-8435 0 2000-2010 The State of Florida. All rights reserved. Privacy $Sd[emen[ I Copyright Sta rmen( I I Plug -In Software I Qstorner Service aulYey I rA.taSSSlS Product Approval Accepts: mo vrnalonacauraa YEPty Y. http://www. floi-idabuilding, org/pr/pr_app_dtl . aspx?param=wGEVXQwtDquFsbTbi%2b3j R... 5/7/2010 F, U5/07/2010 FRI 15:42 FAX 715 693 7981 Peachtree Customer Svc. s Florida Building Code Online 0001/002 Page 1 of 2 ibmit Surcharge Stats & Facts 1 Publications i F13C Statf Kis Site Map Links ' Search 1WL(Wio2Li : Application Detail FL # FL13307 Application Type New Code Version 2007 Application Status Approved CQmment5 Archived Product Manufacturer Peachtree Doors and Windows Address/Phone/Small 2744 Ramsey Rd Gainesville, GA 30501 800) 222-2995 Ext 2808 afefte.s@weathershleld.com Authorized Signature Pam Stacke pstacke@weathers h i el d. co m Technical Representative PAM STACKS Address/Phone/Email 829 N. EIGHTH ST MEDFORD, WI 54451 800)222-2995 Ext 3921 pstacke@weathershield.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Certlfcatlon Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA 450-06 AAMA/WDMA/CSA 101/I.5.2/A440-05 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/06/2009 Year 2006 2005 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE,VXQwtDquFsbTbi%2b3j R... 5/7/2010 RECEIVED5J APR 2 '1 2010 CITY OF SAN F RD BUILDING & FIRE PREV TION PERMIT CATION 7 0 7. Application No: 10— 1 J, 1_7 Documented Construction Va ue: $ (el Job Address: Parcel ID: 40 2 i ri' Historic District: Yes Zoning: Description of Work: C Los e A-) r Q r Db r-- Plan Review Contact Person: Phone: (S,,fo 72 3 Fax: Title: No E-mail: _i oR.; %I' o,Pe Jr,' Property Owner Information Name Z -o r F * o re/ l / Phone: 440 7 Street: / 4//Q 1411e Resident of property? ii.,/ City, State Zip: SG N -4 rd, / I/ ?Z 77/ Name K"o n) Fr D re 1 ' Street:. n --m City, State Zip: Contractor Information Phone: 7 916 Fax: State License No.: Architect/Engineer Information Name: u z Street: ,Plf- I City, St, Zip: SA N - r 4 Bonding Company: Address: %Y Building Permit] Square Footage: No. of Dwelling Units: Phonec/-o 7 i 3 2- -2, SS' Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Electrical New Service. -.No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing r , , New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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 standards of all laws regulating 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. OWNER'S AFFIDAVIT: I certify that all of 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. 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. 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value wher rthe executed contract is submitted, credit will be applied to your permit fees when the permit i r easecJ , LIA? / / / 0 of Print Owner/Agent's Name Signature of Notary -State of Florida Date DE` BIS It1[AOS'PY GU H4ly jy( MY COMMISSIury ff 77 EXPIRES. Fetiruury 2 1Cu 01OF Fl. jvol:lry ti13CAUni A+Y aa sF N01% 1 .ni. Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: c o - la UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: s j I I i OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete; the law will presume that I i,built or substantially improved it for sale or lease, which violates this exemption. i i I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act las my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an is his or her own laborowner -builder permit that erroneously implies that the property owner providing and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - injuries to on mybuilderandamawareofthelimitsofmyinsurancecoverageforworkers property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 F 1 Property Address: q' f M,,K SAAJFa R b FL I, d % 0 E L , do hereby state that I am qualified and capable of gerforminolle requ ed construction involved with the permit application filed and agree to the conditions s c' led abo 4 y a Signature ofOwner-B er Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against;,the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida yflConstructionIndustryLicensingBoardat1-850-487-1395 or at www.!norida.com/dbpr/pro/cilb/ for 1 more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is,property licensed and the status of the contractor's workers' compensation coverage. Property Address: q' f M,,K SAAJFa R b FL I, d % 0 E L , do hereby state that I am qualified and capable of gerforminolle requ ed construction involved with the permit application filed and agree to the conditions s c' led abo 4 y a Signature ofOwner-B er Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against;,the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 S PARK AVENUE 145' PL 4 FT DECORATIVE METAL FENCE I I O_ ANTIQUE I i t 1 1 \\ I \ a ` \ i I \\ 1412 I o i 1 i I I i i I I I PARK I i EXISTING i IEXISTINGCARPORT TO BE ENCLOSED I in 1 12'-3" 60'-3° ELEC SERVI E CL GAS HWH Lo GAS SERVIC 45' 0.1.o 30' I I I i I N 1 I EXISTING GARAGE 1 i 14' ALLEY 145' PL SITE PLAN 0 10 20 30 h uj W5 21- W lox Y 2! 2 Wi J d Q CZa 4 0 ANDREW KUTZ ARCHITECT AR 0006491 4/29/2010 407) 322-3855 FRONT tk I ii: t f Y- 2 - yKit ... 3 - FLOOR PLAN r iiP.'1. DIMENSION PLAN 5 - ELECTRIC PLAN 6 - FOUNDATION 7 - FRAMING PLANS 8 - ELEVATIONS 9 - SECTION 10 DETAILS h4 SIDE PERMIT #..- ENCLOSE EXISTING CARPORT 1412 PARK AVE, SANFORD, FLORIDA OWNER: RON & LORRAINE FIORELLI (407) 496-1693, (407 496-1694 SCOPE OF WORK: CARPORT ROTTED WOOD HAS BEEN REPLACED, AND THE CARPORT HAS BEEN RE -ROOFED - PERMIT 10-506. THIS PROJECT IS TO ENCLOSE THE REPAIRED CARPORT AND ADD A WOOD FRAMED FLOOR. EXISTING WINDOWS ARE TO BE RELOCATED FROM THE EXISTING HOUSE TO THE NEW WALLS AUGMENTED WITH NEW WINDOWS AS REQUIRED. NOTE: ~ r THE AIR CONDITIONING IS EXISTING. NO AC IS TO BE ADDED. NO PLUMBING WORK IS INCLUDED. ELEC LIGHTS AND OUTLETS ARE TO BE ADDED AND THE EXISTING AC OUTLET IS TO BE RELOCATED APPLICABLE CODES FLORIDA EXISTING BUILDING CODE (2007) , LEVEL 2 ALTERATION FLORIDA FIRE PREVENTION CODE (2004) NFPA 101 LIFE SAFETY CODE (2003) WITH FLORIDA AMENDMENTS NFPA I UNIFORM FIRE CODE (2003) WITH FLORIDA AMENDMENTS FLORIDA STATUTES FLORIDA ADMINISTRATIVE CODE SANFORD CITY CODE DRAWINGS I COVER 2 - EXISTING 3 - FLOOR PLAN 4 DIMENSION PLAN 5 - ELECTRIC PLAN 6 - FOUNDATION 7 - FRAMING PLANS 8 - ELEVATIONS 9 - SECTION 10 DETAILS WIND DESIGN BASIC WIND SPEED ---------110 MPH IMPORTANCE FACTOR ----- EXPOSURE ---------------- B INT PRESSURE COEFFIC-- .18 FOR OPENING DESIGN PRESSURES SEE THE FLOOR PLAN ANDREW KUTZ ARCHITECT AR 0006491 2/12/2010 407) 322-3855 04 ANTIQUE. 6 4 I i to 1 I \\ EXISTIN( cl' WOOD POSTS A FOOTING EXISTIN( 2-2x12 B N I I I I I N M I I / N 12'-3' EXISTING OVERALL ANDREW KUT2 ARCHITECT AR 0006491 2/12/2010 407) 322-385 EXISTING HOSE BIBS EXISTING ANTIQUE -I- OI 16.2 -21.2 +16.2 -21.2 +16.2 -17.6 30"x60"SH 30"x60"SH 30"x60"SH N o REMOVE EXISTING o ` WINDOWS, AND DOOR BLOCK UP OPNGS 7'-0" A D DRYWALL OVER. f' , _ INSTALL NEW BEAM N o ANDMAKE NEW c , X CASED;OPENING FINISH FLOORS SHALL BE FLUSH 0 o 6 owe H 2 N M0 -i to LQ O N — d. + METAL THRESHOLD HANDRAIL 0 x o 0 CONCRETE + "' PLANT SHELF o = RELOCATE EXISTING ACBOTHSIDES- r, cn z z OF STAIR ' o = O N 0N V Z WOODEN + w Ic 3 LANDING AND STAIR r EXISTING r POSTS TYP i OPTIONAL FURURE WALL, r 30x80 6 PANEL INDICATES o = DESIGN PRESSURES N 2 o r BLOCK UP AND r DRYWALL OVER r EXISTING WINDOW r 12'-3" INDICATES NEW INFILL NON BEARING) WALLS L RELOCATE DRYER VENT NEW 4x4 POSTS FROM EXIST RIM BEAM TO NEW 2-2x12 (W PLYWOOD SPACER) @ 6-10" +/- AFF SEE DETAIL REUSE EXISTING WINDOWS IN CARPORT ENCLOSURE AND AUGMENT WITH NEW WINDOWS, AS REQUIRED DOOR HARDWARE: 1 1/2 PR BUTTS EACH DOOR, MET- THRESHOLD, ASTRAGAL, HEAD AND FOOT BOLT ON INACTIVE DOOR. LEVER LOCKSET AND DEADBOLT WITH THUMBTURN INSIDE,... FOR CONNECTORS SEE SCHEDULE FLOOR PLAN 1/4" = 1'-0" ANDREW KUTZ ARCHITECT AR 0006491 2/12/2010 407) 322-3855 CENTER THE STAIRS ON THE DOORS DIMENSION FLOOR PLAN 1/4" = I'-0" ARCHITECT AR 0006491 2/12/2010 407) 322-3855 ELECTRICAL NOTES ALL ELECTRICAL DEVICES SHALL BE INTERMEDIATE GRADE OR BETTER TELEPHONE WIRING AND DEVICES SHALL BE BY AS DIRECTED BY THE OWNER ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE.COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND WIRING MAY BE IN PVC CONDUIT WHERE ALLOWED BY CODE OR SHALL BE OF ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND ANY CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS NOTE: CONNECT NEW ELEC TO EXISTING 125 A SERVICE. RELOCATE EXISTING AC OUTLET AS SHOWN ELECTRICAL FLOOR PLAN 1/4" = 1'-0" ARCHITECT AR 0006491 2/12/2010 407) 322-3855 o I I a I J i I I I I I I I I I I KEY TO 220V OUTI DUPLEX 01 wP WATERPRO I 42 RAISED OL Q TELEPHONI S SWITCH N CL SR SWITCH RI Q SURFACE I JPADDLE F/ ELECTRICAL NOTES ALL ELECTRICAL DEVICES SHALL BE INTERMEDIATE GRADE OR BETTER TELEPHONE WIRING AND DEVICES SHALL BE BY AS DIRECTED BY THE OWNER ALL BRANCH CIRCUITS SHALL BE COPPER, MIN #12 ALL PRIMARY CIRCUITS SHALL BE.COPPER. NO ALUMINUM WIRE IS ALLOWED PAST THE METER ALL FEEDER CONDUCTORS SHALL HAVE COMPRESSION CONNECTORS ALL WIRING DEVICES SHALL BE GROUNDED TO THEIR BOXES UNDERGROUND WIRING MAY BE IN PVC CONDUIT WHERE ALLOWED BY CODE OR SHALL BE OF ALL ELECTRICAL WORK SHALL MEET THE NATIONAL ELECTRICAL CODE. WIRING AND ANY CONDUIT SHALL BE SIZED TO MEET OR EXCEED THOSE REQUIREMENTS NOTE: CONNECT NEW ELEC TO EXISTING 125 A SERVICE. RELOCATE EXISTING AC OUTLET AS SHOWN ELECTRICAL FLOOR PLAN 1/4" = 1'-0" ARCHITECT AR 0006491 2/12/2010 407) 322-3855 FOUNDATION NOTES ALL CONCRETE SHALL BE MININUM 2500 PSI AT 28 DAYS ALL FILL SHALL BE COMPACTED ALL REINFORCING STEEL SHALL BE #4 OR GREATER, GRADE 60 DEFORMED STEEL ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3 INCH CONCRETE COVERAGE ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS GREATER ANY VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE ALL LUMBER IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED NUT AND PLATE WASHER 1/2" ALL THREAD ROD DOUBLE NUT AND 2" PLATE WASHER UPSET THE THREAD 0w m E z N ANCHOR BOLT EXISTING WOOD POSTS 4" CONC SLAB W #4 @12" OC EA WAY NEW FOOTING 14"WIDE x 16" DEEP W 2#5 zm` o E 4 NEW 4x4 POSTS ABOVE EXISTING 4" BRICK FOUNDATION WALL 1' " p6 1'-2" I NEW 8x8xl6 CMU INFILL, TO BE FACED IN THE FUTURE WITH 4" BRICK -.TO MATCH THE EXISTING o Z m i I EXISTING 20x2Ox30 FOOTINGS ACCESS OPENING L AND VENT - COVE WITH SCREEN FILLED CELL WITH ALLTHREAD ANCHOR BOLT EXISTING BRICK PIER INFILL WITH BRICK THE EXISTING 16" OPENING AND ADD A NEW 4" BRICK PIER FROM FOOTING TIGHT TO JOISTS ABOVE EXISTING BRICK PIER MAKE A NEW ACCESS OPENING THRU THE EXISTING 4" BRICK WALL FM GRADE TO EXIST WOOD BEAAM ABOVE INFILL WITH BRICK THE EXISTING 20" OPENING AND ADD A NEW 4" BRICK PIER FROM FOOTING TIGHT TO JOISTS ABOVE EXISTING BRICK PIER FOUNDATION PLAN 1/4" = V-0" ANDREW KUTZ ARCHITECT AR 0006491 1/16/2010 407)322-3855 7'-0" ACCESS OPENING o AND VENT - COVER — WITH SCREEN I I I TOP OF BLOCK THESE TWO WALLS EQUALS`TOP OF JOISTS MINUS 4"+/- 1 I FOR CAST CAP I 2'-0" +/- ABOVE GRADE) I I I I 4" CONC SLAB W #4 @12" OC EA WAY NEW FOOTING 14"WIDE x 16" DEEP W 2#5 zm` o E 4 NEW 4x4 POSTS ABOVE EXISTING 4" BRICK FOUNDATION WALL 1' " p6 1'-2" I NEW 8x8xl6 CMU INFILL, TO BE FACED IN THE FUTURE WITH 4" BRICK -.TO MATCH THE EXISTING o Z m i I EXISTING 20x2Ox30 FOOTINGS ACCESS OPENING L AND VENT - COVE WITH SCREEN FILLED CELL WITH ALLTHREAD ANCHOR BOLT EXISTING BRICK PIER INFILL WITH BRICK THE EXISTING 16" OPENING AND ADD A NEW 4" BRICK PIER FROM FOOTING TIGHT TO JOISTS ABOVE EXISTING BRICK PIER MAKE A NEW ACCESS OPENING THRU THE EXISTING 4" BRICK WALL FM GRADE TO EXIST WOOD BEAAM ABOVE INFILL WITH BRICK THE EXISTING 20" OPENING AND ADD A NEW 4" BRICK PIER FROM FOOTING TIGHT TO JOISTS ABOVE EXISTING BRICK PIER FOUNDATION PLAN 1/4" = V-0" ANDREW KUTZ ARCHITECT AR 0006491 1/16/2010 407)322-3855 1x4 CROSS BRIDGING 2x4 BLOCKING ALL PLYWOOD EDGES EXISTING POSTS 2x10 @. 16" OC 2-2x10 POST TO POST BEAM SECURE TO POSTS WITH HIDDEN FLANGE JOIST HANGARS - SEE SCHEDULE 2-2x10 LEDGER BOLT TO EACH POST W 2-1/2" THRU BOLTS TO BEAM BETWEEN POSTS WITH I/2" THRUBOLTS @ 32" OC 2 I/2" FROM TOP AND BOTTOM NEW 2x10 LEDGER SECURE TO EXIST RIM BEAM WITH 1/2" x 6 LAGS 32" OC AT 2 1/2" FROM TOP AND BOTTOM 2-2x10 BEAT SECURE WITI HIDDEN FLANGE JOIST HANGARS HEADER OVER ALL WINDOWS AND DOORS, (BELOW STRUCTURAL 2-2XI2 TO BE MIN, 2-2x8 WI 1/2" PLYWOOD SPACE CUT OR SHIM TO FI7 R FRAMING 4" = 1'-0" ULE FOR CONNECTORS FLITCH VD ING RAMING WITH SIMPSON JOIST HANGAR (EXISTING) ARCHITECT AR 0006491 2/12/2010 407) 322-3855 FLASH ALL WINDOW HEADS FLASHING I- 1 1 __. 111 7 (I l L ( Li 1 ILL ji. i 7II IJ_.i1.I1 f1_ZMiI IitI -la- !I_. -SII ! TIONS 114" EXISTING Jt Ll 11 i STUCCO AC '0 EXISTING ALL TRIM IS TO MATCH EXISTING WIDTH (USE 3/4" NICHI TRIM OR EQUAL) FUTURE STUCCO BRICK OR NICHI BRICK PANELING ANDR KUT2 ARCHITECT AR 0006491 2/12/2010 407) 322-385 f EXISTING I FLASHED AND REPAIRED EXISTING STRUCTURAL STRUCTURAL NOTES 2x8 LEDGER WITH NEW 2-1/2"x5":LAGS INTO I) CONCRETE 28 DAY STRENGTH FOR FOOTINGS EVERY OTHER STUD SHALL BE A MINIMUM OF 250.0 PSI WITH MAXIMUM 2 Y4 AGGREGATE. 2) REINFORCING STEEL SHALL BE IN ACCORDANCE II WITH ASTM A615, GRADE 60 3) THE STRUCTURAL DESIGN IS BASED ON AN ! NEW ENCLOSED STRUCTURE. WINDOWS SHALL BE iii I/2" DRYWALL COVERED WITH -SHUTTERS OR PLYWOOD IN STORMS fl j FURR DOWN AT TO PREVENT PROJECTILE PENETRATION II JACK RAFTERS I4) DESIGN LOADS 1N ACCORDANCE WITH FBC ARE: ROOF LOADS 20 PSF WIND. LOADS 110 MPH ( I! NEWE FURR AND 5) LUMBER GRADES SHALL BE A MINIMUM OF: DRYWALL HEADERS, COLUMNS, BEAMS & OVERBUILD FRAMING 2SYP FB=1500 PSI WALLS,, BLOCKING AND MISCELLANEOUS #2 SPF SILL PLATES #2 SYP PT PT LUMBER SHALL ALSO BE UTILIZED WHEREVER INDICATED i j co 6) ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS INDICATED OTHERWISE. SCREWS ARE TO ill BE UTILIZED ONLY WHERE SPECIFIED 11E EXISTING II NAIL 6D @4" 0 i II TOF EXI T J01 TE N Lo EXISTING ' N N CROSS SECTION ALL n SHEATHING EDGES BLOCKED EXISTING NEW 2-2x10 LEDGER WITH SHINGLES TO MATCH EXISTING 2-1/2"x6" LAGS @ 32" OC FM 15# FELT TOP & BOTTOM NEW 1/2" FIBER BOARD SHEATHING 3/4" PLYWOOD 6" KRAFT FACED BLOCK ALL EDGES EXISTING 2x8 PT @ 24" OC NEW c 2x10 PT @ 16" OC 2x4 RAFTER x ADD ON w PIECE NEW VENTED SOFFIT Ix4 CROSS BRIDGING 2x4 BLOCKING NEW AT ALL PLYWOOD JOINTS M N FIELD ADJUST JOINT WIDTHS WITH MORTAR SO NEW FLOOR 1S FLUSH AND LEVEL WITH EXISTING FLOOR TOP BLOCK TO BE BOND BEAM W #5 CONTIN IN 2500 PSI CONC ALL CELLS FILLED AT ANCHOR BOLTS AS SHOWN ON PLAN 2#5 CONTINUOUS EXISTING SHINGLES TO MATCH EXISTING EXISTING 15# FELT EXISTING 1/2" FIBER BOARD SHEATHING NEW 6" KRAFT FACED FIBERGLASS INSULATION EXISTING 2x8 PT @ 24" OC 2x6 JACK RAFTERS) NEW 2x4 RAFTER ADD ON PIECE EXISTING VENTED SOFFIT AND FASCIA NEW HEADER OVERALL WINDOWS AND DOORS 2-2x8 WITH PLYWOOD SPACER - SHIM OR CUT THE 2x8S TO FIT NEW 1/2" DRYWALL NEW 3 1/2" FIBERGLASS INSULATION NEW 2x4 @ 16" OC NEW STUCCO ON GALV METAL LATH NEW MIN 15# FELT OR TYVEK HOUSEWRAP NEW 1/2" PLYWOOD NEW Ix2 PT CAP Ec NEW Ix10 PT I BARGE BOARD ----; NEW ' cli 1/2 x 1 1/2 PT FUTURE STUCCO BRICK N i -------- OROR NICHI PANELING ( /A EXISTING FOOTING ANDREW KUTZ ARCHITECT AR 0006491 2/12/2010 407) 322-3855 T 3 COURSES 8x8x16 HANDRAIL s CMU WITH CAST (STRINGER r CONC CAP 31/2"+/- F BELOW) SIJ 4'-3" — 4x4PT TYP I 3 COURSES 8x8x16 CMU WITH CAST CONC CAP 3 1/2"+/- 7'4" 1 1/2" DIAM STAIRS METAL 20 2R+IT <25 HANDRAIL 20 6 7/8+6 7/8+11 <25 20 24 3/4 <25 Z 2x12 PT TREAD o N 4'-3" 2x6 PT DECKING ' CONC CAP 0 2x8 PT @ 16" OC 00 ' cli N:', 3/8 x 4 I/2" TYP TAPCONS N 1 4x4 PT • . • • . .... GRADEr'g'`'. o • 3- 2xI2 STRINGERS CONNECTORS E H-8 RAFTER ENDS TO 2-2x12 TOP BEAM E A-23** RAFTER ENDS TO LEDGER AT HOUSE N A23 RAFTER HIPS TO HOUSE' E HUC410 2-2x10 BEAM ENDS TO.HOUSE N A LEDGER TO HOUSE AT RAFTER ENDS N B LEDGER TO HOUSE AT FLOOR JOIST ENDS N LUS210 FLOOR JOISTS TO LEDGER AT HOUSE N LUS210 FLOOR JOISTS TO BEAM AT NEW WALL N LUS210-2 FLOOR JOIST DOUBLES AT E & W END OF FLOOR N LUS210-2 RIM BEAM TO POSTS UNDER NEW WALL N C RIM BEAM TO DBL TRIIMMER 2x10 N D DBL TRIMMER 2X10 TO POSTS E 2-LSTA24 4x4 POSTS TOP TO 2-2xI2 BEAM E I-LSTA24 4x4 POSTS TO 2-2x12 BEAM AT CORNERS E 1 -HTS -20 E ABU -44 4x4 POSTS BOTTOM TO FOOTING N LUS28 STAIR LANDING JOIST ENDS N BCS2-2/4 STAIR LANDING POST TOPS N ABE44 STAIR LANDING POST BOTTOMS N A34 STAIR STRINGERS TO POSTS N LSTA24 STUDS TO HEADER / 2-2xI2 BEAM N RSP4 STUDS TO BOTTOM PLATE N LSTA24 NEW WALL OPENING 4x4 POSTS TOP AND BOTTOM N = NEW E = EXISTING ONE EACH SIDE OF RAFTER A 2-1/2x5 LAGS EVERY OTHER STUD B 2-1/2X6 LAGS.@ 32" OC 2.5" FM TOP & BOTTOM C 2-1/2x6 LAGS "@ 32" OC 2.5" FM TOP & BOTTOM D 2-1/2" THRU BOLTS EACH POST ALL FABRICATED CONNECTORS TO BE SIMPSON CONNECTORS AT STAIRS TO BE ZMAX OR STAINLESS 2-2x12 WITH PLYWOOD SPACER 4x4 POSTS ADJUST FOR THE DOORS OBTAINED 10 6'-0" +/- EXISTING STUCCO LSTA24 TYP EXISTING 4x8 RIM BEAM NEW OPENING IN EXISTING WALL NAILING: SECURE ALL SIMPSON CONNECTORS AS SPECIFIED BY SIMPSON SECURE PLYWOOD SHEATHING WITH MIN 6D AT 6" OC ALL EDGES AND FIELD ALONG STUDS. BLOCK ALL JOINTS WITH 2x4 DETAILS 1/2" = 1'-0" ANDREW KUTZ ARCHITECT AR 0006491 2/12/2010 407) 322-3855 pFF GE