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HomeMy WebLinkAbout124 Bristol Forest TrlCITY OF SANFORD PERMIT APPLICATION Permit #: (9E /q&I Job Address: 1 ; 14 TaV' Ccn L i Description of Work: ':)y%L3 ii m" Historic District: Zoning: Permit Type: Building V Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Value of Work: Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: a a - 4 - W - 5 oa — o O oo — o 6o (Attach Proof of Ownership & Legal Description) Owners Name & Address: HiiTI t, A L_S1Q*1o1R0 171Ff%r2_-e . • ez ..nL".l' Contractor Nap & Address: awe b - y, -pot; Phone & Fas: Lk0-1—Sa 3 — Bonding Company: State License Nu m`beer. 1 " QemAO R 9}, Phone: — Address: 11 if Mortgage Leader: Address: - 2005 Ambitect/ Engineer = C p r, Phone: Address: r' • Fa:: Application is hereby made to obtain'apiir r#iit to d and II t in icaad. certify that no work or installation has commenced prior to the issuance of a permit and that all work will ¢e perf n all a regulating Construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMB N POOLS;' FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 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. 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 t is verification that I I ill not + owner of roperty of the requirem is of F Lien Law, FS 713. v_ S ignat re of Owner/Agent Date re of Contractor/Agent ate Signat gent' s Name Pr' ntractor/Agent's Name aof Notary -State of Florida Date 2!r f Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Contractor/Agent is Produced ID _ APPLICATION APPROVED BY: Bldg " : — r 7_ oning: Utilities: initial & Date) ( Initial & Date) Special Conditions: Personally Known to Me or FD: Initial & Date) ( Initial & Date) Eric D. Huss i? "" Commission # 0187432 Expires: Feb 24 2007 e BondedThru i OP ll% Atlantic BondingCo., Inc. Eric D. Huss Commission #DD 187432 Feb 24, 2007 y• `- Expires: P e; iOPFLO, Bonded Thru Atlantic BondingCo., Inc. NOTICE OF COMMENCEMENT Stage of Florida County of Seminole Permit No. I Tax Folio No. (PID) The undersigned hereby gives notice that improvement will be made to certain real property, and 713, Florida Statutes, the following information is provided in this Notice of Commencement. in accordance with Chapter DESCRIPTION OF PROPERTY (Legal description of the property and street address) _ L- VT VjLc RVE Ar (,AKE I MokiP06 GENERAL DESCRIPTION OF IMPROVEMENT CLERK OF J. Fq 1 CO PY, 4#E, MORSE,, CIRCUIT COURT,, AT -. NER INFO Name and addresRMATIO A1'll.D L>or lc i r,`' 2005 _ Ieri4 r,.e ForPS^r 'fal(.: w Gt R L ir'.i2l+ t, 7, t•' Interest in prope ity (Fee Simple, Partnership, etc ) 3 mNAMEANDADDRESSOFFEESEWPLETITLEHOLDERAJFOTHERTHANOWNER ) I Lrn•-•' z all LM r # CONTRACTOR Name and address w r OJs 16as1'121 g mi95U155afVyor9 SURETY (Bonding Company) 9 o t Name and address m M Amount of Bondi N LENDER Name and address trttftt#i*#iii#»#iii##iiii*tk•ti*#tirtti#i»#i»ititiitiiiitiittftiiiiiiiiiii»/#ti/*#/#t»»ttrti// Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1xa)7., Florida Statutes: Name and address fss#ssss#ssisiistsii»sst»ssisiiis»iiitt»#isiiistiit#ss/sits»sss/itiitssi*iiits*isiis»iif»»sk In addition to, himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. kttk#tf»#ii#ti#i*tiitiit»iiti/t#itititti»##ti/#tititiiit#iii#»#titkit#*titiitkiitiif#i»i#»kk Expiration Date of Notice of Commencement The expiration date is 1 vear from date of recordirtg unlec diffe,rnt date is%;fi Leo Signature of Owner el r1C uss Commission #DD187432 sw rn t and subscribed before me this ' L Day of 19,12;> Expires: Feb 24, 2007y., Bonded Thru Atlantic Bonding Co., Inc. My Commission ota ublic The foregoing instrument was acknowledged before me this — day of 19Q-( by name of person aclmow ged), who ersona own to me or who has produced (type of identificatt tification and who did / did not take an oath> POWER OF ATTORNEY Date:I DS I hereby name and appoint r-6VIUOIe ELG/50d of rLCIRW EX`TM Icr',S 1 JG to be my lawful attorney in fact to act for me and apply to the I n , IV Dr 5A1K3;FoStj) Building Department for a »SIrar-N -T-At- permit for work to be performed at a location described as: Section Township Range Lot Block I Z-1S Subdivision RkF_StRYt= AT L,4C Huo->sng Address of Owner of Property and Address) and to sign my name and do all things necessary to this appointment. EgjI L ERRRj r9C. 06207A Type or Print Name of Certified Contractor and Contractor's License Number of Certified Contractor Jant o The foregoing instrument was acknowledged before me this 6?9 day of 20 0S wh Is ersonally nown to me/who produced as identi ication and who did not take oath. State of Florida County of Eric D. HussP Commission #DD187432 Expires: Feb 24, 2007 e`er Bonded Thru Atlantic Bonding Co., Inc. Seal Not Pu li , Orange County, Florida I PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 15, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), 1' . 30• GRAPHIC SCALE 0 15 30 mu J IIIl OFFICE Coily TRACT A STORMWAER MANAGEMENT AREA S54'23'11 "E 50.00' 11I i 1 LOT 5 viz.6,Ooo 2Z' m ONE STORY CONCRETERENBLOCKTO FINISH FLOOR o i 0 O ELEVATION.13. 37' R C tr1 C4 in M •- N COVERED ENTRY F 5.0 1 113. C/ W L RE1E- SWAY •. I1 h 5 dor-S not I or1 E +m+e a 5ur.vey, tRNes-r N RRY V LOT 14 PLANS REVIEWED -" `';---------- - WALK 15A 1O: UTILITY EASEMENT CITY OF SANFORD o.2 ov_F- 16.0. r -- WALK IS 0_2' OFF N54'2311 " W50.00' 1 Ig nl~ 25. 33PT CERTIFIED TO AND FOR THE RIGHT-OF-WAY SS4Z3'll E — 610. 33 EXCLUSIVE USE OF: COMMERCE TITLE COMPANY BRISTOL FOREST TRAIL COMMERCE TITLE INSURANCE COMPANY 50' RIGHT-OF-WAY CTX MORTGAGE COMPANY, LLCNOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07- 02-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. E1UJT RTE SBECPROPEYAPPE17S TO LIE INZONEX. AREA N. THE SURVEYOR 1MAKESYEARNOFLOODGUAARANTEESASTOTHEABOVEINFORMATION, PLEASE CONTACT THE LOCAL F.E,M.A. AGENT FOR VERIFICATION, EIEVARONS OWN HEREON ARE BASED ON SEMINOLE COUNTY BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 15 BEING S35'36'49" W PER PLAT. FIELD DATE:) 3-31-04 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 7-2- 04 CKS JOB N0, ASM39629 FORMBOARD 4-20- 04 VH PLOT PLAN 2/16/04 SDO DRAWN BY: LOT FIT 12-17- 02 CKB LEGEND BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB #63 ( 07/02/04) 1 T A EXISTING ELEVATION SETp1/ 2' IROA D CAP LO %020 CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS ' o DEN07ES DELTA ANGLE. LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE CP) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONI.RE IE WALK TYP TYPICAL S/W SIDEWALK A/C AIR CONDITIONER C CONCRETE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION RRADIUSPOLPOINTONLINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 1030 NORTH ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY,. THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE! CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. FOR THE i5 I L j D c C o l J 16' INSTALLERS LAYOUT SKETCH I VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE: THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL WHEN READY TO ORDER. 7 7/16 22'-0" NOT TO SCALE 05W867 01 /25/05 FLOR-EXT DETAILED BY: ALEX BUECHEL on FLORIDA PRODUCT APPROVAL 3857 ICC LEGACY REPORT PFC-5176 ICC LEGACY REPORTER 5262-P ICC LEGACY REPORT NER-567 01. DESIGN I I I CRITERIA FOR *LEONARD, MATILDA* SUNROOM U o J w ,.y an 0._ w Z. I co W 000 a X to o ' o 3w 1 0 r a0 Ia LIJ zF4a wO o0 Z U J 1) I' BASIC WIND SPEED: 130 MPH d z z I' 2) WIND IMPORTANCE FACTOR: 1 o 2co 8 d 3) WIND EXPOSURE CATEGORY: g W co co D Q Lo 4) EXPOSURE'i CLASS: PARTIALLY ENCLOSED 0 0 z Wd9OxO - S a N0a-u- 5) INTERNAL PRESSURE COEFFICIENT: 0.55 z6) COMPONENTS AND CLADDING PRESSURES: II 0 z ROOF ZONE: 1: +19 PSF, -37 PSF ROOF ZONE: ; 2: +21 PSF, -55 PSF W ,: o pROOFZONE:' 3. +22 PSF, -62 PSF E WALL ZONE. 4. +38.2 PSF, -40.8 PSF 0. N C1 WALL ZONE: 5: +38.2 PSF, -46.8 PSF m 3 Lr) N N I a J w U H a W I X x O a mI WZ c irc ELEVATIONS 7rr S,.+7 i:tia: Jul l+r. i^.,T '[i'.j cam. `'ti:r y,Y 1': ...a S \ ti i`;'..,• 11 u u 1 i COtaw< r W O 00 Q'. Lu'' 0_ N d X tC tn JrO to Z. O 3 co 0 t) w L1 NFza J^ , Z W 0 N O OJT U O ` M NUJ rF ' Ki..^Y.: .^ Sj1. I: n':y. irJ L: Tti ••.r Y : i fr: i4=: ti'.` _.,: r. Via_: vf t:it...; :;'. ..` `: dt. R• flytrf•.. iyti .r!'•'tY Ji Y'e. •%•"; A I TOTAL WEIGHT OF TEMO PRODUCT: 2112.00 lbs. U z O 0 ooAO nO I I ZO N N Iwo y to t0 a O= p O z W * z O X O J = Q E NUdLJ_ V K O N O rn c o c0 00 to t 3 LA tz N N c O Q 0 J J ALL TEMO STRUCTURES ARE F- L) W DESIGNEDIN ACCORDANCE X Q m NTH THE 2001 FLORIDA x BUILDING CODE. C O NOTE: ALL OPERATING GLAZING Q m PRODUCTS SUPPLIED BY TEMO z SUNROOMS INCLUDE TEMPERED W HPG-2000 GLASS THAT CONFORMS w J WITH CHAPTER 24 OF THE CODE o 0 LEGEND: LIGHT SWITCH LIGHT A RECEPTACLE FAN Biro EXISTING HOME 0I I0 I o l ItoI I I I I 3E1 I I I I I I 16'— 0" lu I I I I I zIAlivI n A 10 O ao Q W to Na 1N xto Q 3? 'o W Q Q OD I HT=zN a 5 W ODn qk zh-ln c z0] O Od10,0JU0:NU— J U z 0- 4 O o0Ln nN0 0o I I co N NZ 0t0 Q Ln O= o z W a z O X o=ixaEycliUaLL. lu I II I I I zl I I p l I I I xl v Wn Ln O L 44.S MAI OW MA DOW SWINNDDOOR WINDOW 44{5' WINDOW L— J are e Ln SS' z i3 NIQ0 J U 00 II 22'-0J F Q m FRAME COLOR: WHITE I x x FACIA/TRIM: WHITE NOTE: SUNROOM NOT TO BE USED THE SIDE WALLATTACHMENTW o INTERIOR KP: WHITE AS A PERMANENT LIVING AREA TO HOUSE IS A NON -LOAD Q m EXTERIOR KP: WHITEBEARINGCONNECTION. Z SKIN TYPE: TEMKOR H FLOOR PLAN PROPERLY CAULK BOTH SIDES 0 OF ALUMINUM EXTRUSION J AT THIS CONNECTION. c o co Q W ! 00aoccy d X tp c 1 v r) 3 00oQ Q Q CO ZN W at CRO, Z ip 1, O o 2) co U w cmUvJ 2TES4 SEE ATTACHMENT DETAIL V DET. I U z 0-4 ALUMINUM CLAD STRUCTURAL orTEMOINSULATEDROOFPANELS" co O o o ui O I I zo NN EXISTING J OD 00 0a Ln HOUSE O O o Ali O2TES4 8.-O.. d ~ J 5XWO = Q 7.-6. FNUaw FIG. J 2" W OZ GRAD ,, ; . •.7. 0 J EXISTING CONCRETE SLAB w N c o„ 0. c si A.* ZmZoSECTION N NLo 0 J U W r Q m XW W J O Q O m ROOF PANELS: 4 1/4" 0.032, 2#, ROOF LOAD: 20 P.S.F. o wJ o SUNROOMS AND PAGE NUMBER COVER SHEET 1 2 3 4 5 6 7 SF'EC.IFIC A f101 P A T 10 N E R S DESCRIPTION INDEX OF SHEETS WI TH FLOOR PLANS, ELEVATIONS and ROOF =AAP NS 2" SUNROOM SYSTEM, PARTS, DETAILS- and N`OT 2" SUNROOM PLAN, SECTIONS and DETAILS 2" SUNROOM DECK and SLAB ATTACHMENT DET 2" SUNROOM SYSTEM TABLES 2" SUNROOM TEMPERED GLASS WINDOW DETAILS 2" SUNROOM DOOR ASSEMBLY DETAILS MULLIONS LS o' o 0 0N m O V) W t Z o O m O 17O VQ 7 N U m N a xV O M O ZOD m ZO N z L) n U m 00 o H< N C>IN l- LLJ W S V) W C> U DATE NOVEMBER 2Z 20C ROBERT A. WALZ, PE 20400 HALL ROAD CUNTON TV., All PE-00404'S n.M n F:\11xl7\2TESCOVER 2TES co I D Z cc I io ROOF PROJECTION 3L_. ROOF PANEL 7 MAX. 1 III j _ 6" TYP. MAX. Irp j % j STANDARD NON -BEARING MULLION SPACING SEE TABLES DWG. 2TES5 SUNROOM END WALL ELEVATION ROOF PROJECTION ROOF PANEL MAX. H i i C C) i 6"&12' TYP. STANDARD BEARING OR NON -BEARING MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM END WALL ELEVATION NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEET 2TES3. F:\11x17\2TES1 ROOF PANEL 0 C X o¢ z ifS *1:0 CN N STANDARD BEARING MULLION SPACING SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL ELEVATION 410: ROOF PANEL STANDARD BEARING OR NON -BEARING MULLION SPACING PER ROOF PANEL LAYOUT SEE TABLES DWG. 2TES5 SUNROOM FRONT WALL ELEVATION EXISTING STRUCTURE G G z OPTIONAL DOOR DOOR 3-0 x 6-10 o w00Q-1 6" & 12" VARY TO SUIT TYP. Q n TYPICAL STUDIO ROOF SUNROOM PLAN NANLL NKUJLU I IUN TYPICAL GABLE ROOF SUNROOM PLAN X m O MO VQ (O U N IU ib xa a L_ m o m O r I z co O NzI 7 U aoI Q o I a co O fD g N V) Z Z Z O C) J C:) W HALL ROAD I Tw.r Y 2TES1 GENERAL NOTES & SPECIFICATIONS 2.00" STANDARD MALE 13109) l' J 2.00" CORNER 2892) l6 J 2.00" KP ADAPTER 2768) = 2.00" STANDARD FEMALE 9536) l 2.00" BASE/WALL CAP 47954) l l LEFT JAMB 11777) 11 2.00" "H" CHANNEL 9613) TOP TRACK / EXPANDER 2686) ° J 2" WALL STUD 48161) 2.00" TRANSOM SILL 11129) 14 2" 45' ADAPTER 5907) n 5 J TRANSOM HEADER 11128) 15 2.00" SILL 10537) 10 RAIN GUTTER "C" FACIA 3.00" HANGING RAIL 4.25" HANGING RAIL44215) 18 (44218) 19 5803) 20 (5859) 21 1. THIS ENCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL SHOWN ON DRAIWNG NO. 2TES4 OR UNDER A CODE -APPROVED EXISTING ROOF. 2 DESIGN LOADS SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2001 FLORIDA BUILDING CODE 3. FASTENERS SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM. 4. ALL STRUCTURAL COMPONENTS OF THIS PATIO COVER SYSTEM (EXCEPT SOLID PANELS) ARE OF ALLOY & TEMPER 6063-T5 UNLESS SPECIFICALLY NOTED OTHERWISE 5, ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TO WATER INTRUSION SHALL BE FULLY CAULKED. 6. OPENINGS IN THE WALL MAY BE COVERED WITH A WAND BREAK MADE OF TEMPERED GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CODE 7, WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE RESIDENCE THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING IS NOT A PART OF THIS DESIGN OR APPROVAL B. THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS REQUIRED BY THE 2001 FLORIDA BUILDING CODE 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE 10. EXPANSION ANCHORS SHALL BE 'HILTI KWIK-BOLT IP ANCHORS, 'TRU-FAST ZAMAC NAILIN', TAPCON FASTENERS OR EQUIVALENT. THE 1/4'0 ANCHORS SHALL HAVE A MINIMUM TENSION VALUE IN CONCRETE OF 565 POUNDS. WOOD LAGS SHALL BE 1/4' BY 3' GALVANIZED LAG BOLTS 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12 SEE TABLES (A) AND (8) ON SHEET 2TES5 FOR DESIGN WIND LOADS 2" WALL LOCK 48125) 23 RACEWAY CAP 8291) 17 2.00" VERTICAL RACEWAY 8290) _ 22 LoO 0 OCV m O m K) U) Ld li Z o 7) 0 no n0n V0 N U ( QD XQ EL xW mto O o 00I z 00 O N z I 7 nUap i 0 0Q r_ ototo Q NS gQDN ON N CLLJH O Q OO Z fY 4d N N W J HN CV N W0 NOVEMBER 22. 200, ROBERT A. WALZ, PE 20400 HALL ROAD CLINTON TWP., MI F:\11x17\2TES2 SIGNED AND SEALED 2TES2 6 x 1-1/4' SMS O HEADER AND SILL FULL HEIGHT MALE k FEMALE PER 10 02 06 SINS 0 TOP, BOTTOM k 0 24' O.C. BETWEEN WALL LOCK PER 0 HEADER AND SILL f7 WINDOW JAMB PER O SLIDING WINDOW FEMALE MULLION FULL HEIGHT STUD PER4 FULL HEIGHT FEMALE PER 02 6 x 1-1/4' SMS 0 HEADER AND SILL WINDOW JAMB PER ®® O SLIDING WINDOW B SMS 0 FULL HEIGHT VERTICAL 62' O.C. TYP RACEWAY PER TDl-, ium FEMALE PER Q D O FIXED GLAZING TRANSOM JAMB PER FURL HEIGHT FULL HEIGHT MALE PER 10 MALE PER Q 8 SINS 0 TOP, 1 BOTTOM & 0 24' JI O.C. BETWEEN FULL HEIGHT FULL HEIGHT FEMALE PER 02 _ STUD PER t 4 0 FIXED GLAZING , fB SINS 0 TOP, BOTTOM do 0 24' O. C. BETWEEN FULL HEIGHT MALE k FEMALE PER 10( PANEL ADAPTOR — PER O SOLID PANEL o SOLID WALL PANFI 0 SOLID WAI I PANFI Ah lw fB SINS 0 FULL HEIGHT VERTICAL 62' O.C. TYP RACEWAY PER 12 SMS 0 6-O.C. MAX EXISTING RESIDENCE 2— f14 WOOD LAG SCREWS 0 24' O. C. TO PENETRATE SOLID WOOD 1 3/4' MINIMUM CONTINUOUS HANGINGS RAIL PER ®OR ROOF PANEL/WALL ATTACHMENT O rrwT FAcnA WO 817.4' tl1C a 1,)'nr uAY BEARING WALL SECTION `r I rj8 SMS O FULL HEIGHT VERTICAL O 1 62' O.C. TYP /—RACEWAY PER HEIGHT STANDARD FULL HEIGHT STANDARD ---FULL HEIGHT STANDARD FEMALEPER0FEMALEPER0FEMALEPEROLFULL HEIGHT S.C. FULL HEIGHT D.S.S. FULL HEIGHT TRANSOM FULL HEIGHT TRANSOM RACEWAY CAP PER JAMB PER ® JAMB PER ® JAMB PER ® JAMB PER ® FULL HEIGHT 2.00' RACEWAY CAP PER ® RACEWAY CAP PER © ADAPTER PER (2) SOLID PANEL 0 SLIDING WINDOW 0 FIXED GLAZING 0 SOLID WALL PANEL FEMALE / RACEWAY / FEMALE MULLIONS F: \ 11 x17\2TES3 OUTER ALUM. ROOF CLEAT 180/2' LG. SMS O 6'O.C. LAMINATED ROOF SFAI ANT — .1 PANEL SEE NOTE 11 INNER VINYL ROOF CLEAT-;r 6 ROOF PANEL SPLICE 14 WOOD SCREWS OR TOGGLE BOLTS m 16 SINS 0 TOP k BOTTOM R 48'O.C. BETWEEN SOLID WALLJ PANEL OR MALE PER Q CONNECTION A HOUSE l6J FULL HEIGHT MALE PER 10 OR SOLID PANEL FULL HEIGHT CORNERS PER CORNER l J SMS 0 D. C. TV. sM ON 11, e 12x4" SMS W/3/4" O.D. ALUMINUM, WASHER NEOPRENE INSERT SPAr.Fn a F" n r BEARING WALL SECTION ON CONCRETE (J) o C A 1/4' X 3' LONG LAG BOLTS FOR 140 MPH WIND SPEEDS — LOCATE 1-ANCHOR 3 1/2' EACH SIDE OF MULLION AND AT 16' O/C BETWEEN EACH MULLION. PIERS WITH TIE DOWNS BASE/WALL CAP SEE 7Q PER LOCAL CODE. SAME AS BEARING EXPANDER TO MULUON — BASE/WALL CAP SPLICE TO BE 8' MINIMUM FROM VERTICAL MUWON INSULATED STRUCTURAL DECK PANELS ALUM. FLASHING _- 2-#8 TEK SCREWS BEARING WALL SECTION ONEACHSIDE TEMO NER APPROVED DECK PANELSWINDFOR140MPHHWINDMULSPEEDSP1/ 4 X 3 LONG LAG BOLTS FOR 140 MPH WIND SPEEDS — LOCATE 1-ANCHOR 3 1/2' EACH SIDE OF MULLION AND AT 16' O/ C BETWEEN EACH MULLION. BASE/ WALL CAP SEE Q7 SAME AS BEARING EXPANDER TO MULLION BASE/ WALL CAP SPL10E- TO BE 8' MINIMUM FROM VERTICAL MULLION EXIST. OR NEW WOOD — X j6J PIERS WITH TIE DOWNS PER LOCAL CODE. BEARING WALL SECTION ,12 ON WOOD DECK a m n0 M 0Vto 0NI Uto v. n • x h m to0 0 Z m m O N Z n r, U m I0 ato oo2O ID O0hONJ ALL ROAD TON TWP., IM UCOUt PE-004 F: \ 11 x17\2FLORIDAEXTERIORS4SPECIAL ON , 1 /'23/04 2TES4 4OF7 mu 1 /8 GLASS WINDOW HEADER PER 13 - HIORRONUL SASH 24 — PUBLIC GUIDE - 1 DUDE ON EACH SIDE OF UPPER SASH RAIL is sus THROUGH VERTICAL SASH INTO SCREW CHASE IN HORIZONTAL SASH COHiM10US WEATHER BRUSH ALL AROUND SASH FRAME IIr TEMPERED GLASS CONTINUOUS PVC GLAZING — SEATED IN SASH FRAME AROUND PERIMETER OF GLASS ROLLER ASSEMBLY W/GUOE - 2 ROLLERS SEATED IN LOWER RAIL OF EACH SASH FRAME COIITINJO15 WEATHER BRUSH a HEADER. SKI AND IAMBS EXTERIOR SCREEN MITE AL - EXTERIOR SCREEN FRAME WINDOW al PER it to L'l 0www11. wt- F- Q F- S0 WS JU SIDE VIEW INSERT WIDTH - SEE SCHEDULE O26 m sum CONTI "U5 WEATHER BRUSH i LATCH SEE SCHEDULE SCREENLoch CONT NUOUS WEATHER BRUSH E SLIDE SASH LATCH "NG TOP VIEW Li Li 11 0 0 SC HORIZONTAL SC HANDLE SC INTERLOCK 7579) 24 (7581) 25 (9698) 26 F:\llxl7\2FLORIDAEXTERIORS6 U N ITS I S'IT g WIDOW HEADER PER 13 EXTERIOR SCRZEEN IRA1E- COWrINUO 5 WEATHER BRIE' ALL MOUND SASH FRAME HORIZONTAL SASH O — 1/2' Im"TED GLASS UNIT CONTINUOUS PVC GLAZING — SEATED IN SASH FRAME AROUND PERHEIER OF GLASS ROLLER ASSEMBLY W CEDE - 2 ROLLERS SEATED tDWi7t RAIL OF EACH SASH FRAME NRo AP D(TEIOR SCREEN MATERIAL . CONTINUOUS WEATHER BRUSH AT HEADER. SLL Me ,NIBS WIDOW SLL PER t t — SIDE VIEW N TOP VIEW L L r- L- IG HORIZONTAL IG RIGHT HANDLE IG LEFT HANDLE IG INTERLOCK 11882) 27 (11883) 2B (11881) 29 (11881) 30 SEE SCHEDULE BELOW UCTURAL MULLJONS STRUCTURAL MULLON ENCLOSURE SCHED. a SEE ENCLOSURE SCHEI i I B IWNDOW INSERTS. SEE SCHEDULE BELOW FOR i DIMENSIONS r +1 VERTICALLY ADJUSTABL HANDLES HORIZONTAL SASH PER 1 /8" SASH W)CATION LABEL PER IBC SECTION 2406 ON EACH PANE OF GLASS 1CAL SASH PER @( GLAZING , / TYPICAL EACH C CORHER OF INSERT VERTICAL SASH PER 2B NOTCH VERTICAL SASH gTRE VERTICAL SASH i6 SMS THROUGH VERTICAL /s sus THROUGH VERTICAL SASH INTO CENTER SCREW SASH INTO CENTER SCREW CHASE AT HORIZONTAL SASH CHASE AT HORIZONTAL SASH 24 HORIZONTAL SASH PER 27 IG SASH TYPICAM'SASH TO SASH CONNECTION ASSEMBLED WINDOW ELEVATION GENERAL REQUIREMENTS AND CONDITIONS I. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES NTH CHAPTER 24 OF THE 2001 FLORIDA BUILNNG CODE 2 TEMPERED GLASS INSTALLED IN AREAS NTH BASIC WIND SPEEDS OF 140 MPH COUPLES WITH SECTION 2410 OF THE 2001 FLORIDA BIXLDING CODE. 3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE 4. THE OPENINGS COMPLY WITH AAMA 101/I.S.2 AS REWIRED BY SECTION 1714.5.1 OF THE 2003 INTERNATIONAL BUILDING CODE AND WITH SECTION R6113 OF THE 2003 INTMATIONAL RESIDENTIAL CODE I6M REMOVAL SLIDE INSERT TO AN OPEN POSITION AND LIFT UP WHILE PULLING THE BOTTOM TOWARDS THE INSIDE OF THE ENCLOSURE. LOWER THE INSERT WM.E CONTINUING TO PULL INWARD. SCREEN REMOVAL: LIFT ALL SCREEN LOCKS TO A HORIZONTAL POSrMN. UFTING ON THE LOWER LEFT AMD RIGHT LDCX. UFr UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS TO REMOVE SCREEN FROM THE HEADER WINDOW SCHEDULE — TEMPERED GLASS TRUCTURAL INSERT INSERT 1 8 INSERT IGMAX IN 70mr MULUON DIMENSIONS GLAZING ZE GLAZING GLASS GLASS DIMENSIONSSPACINGWIDTHxHEIGHTWIDTHxHEIGHTWIDTHxHEIGHT01gLASS12IC_1NEL WIDTkI HEIGHT 56.5' C/C 28.188' x 62' 26' x 60' 25' x 59' 225/ 39.5/ — I 53.5' 62' 44.5' C/C 22.875' x 62' 20.75' x 60' 19.75' x 59' 1B.5/ 33.25/ 41.5' 62' 36' C/C 18.625' x 62' 16.5' x 60' 15.5' x 59' 16j 265/ I 33.5' 62' 1 ' SKM AN ON 11 /2 Ln0o o m r7 LO L J Z O 2) #8 SMS ONE ON EACH SIDE OF MULLION BASE/TOP TRACK PER" r,L!L a0 PANEL TRANSOM SILL PER is 1/8" TRANSOM GLASS TRAPEZOID HEADER PER D2 8 SMS ® 24" O/C TOP SECTION DOOR JAMB PER D1 DOOR JAMB INSULATION DOOR TUBE PER D3 1/2" IG GLASS UNIT RUBBER T-SPLINE RUBBER ROLL SPLINE I.G.S. TRIM DOOR SWEEP PER D4 RETICULATED FOAM RUBBER DOOR SWEEP GASKET DOOR THRESHOLD PER D5 BASE/TOP TRACK PER O SIDE CROSS SECTION 2.00" DOOR JAMB I2177A) D1 11903) D3 BASE/TOP T 2" FILL PANE TRANSOM SIL 2.00" TRAPEZOID HEADER TRAPEZOID k 12691) D2 PER D2 nMD TWDCCunI n mw FEMALE PER 2+ 8 SMS ® 24" O/C TOP SECTION JAMB PER C SIDE SECTIOP JAMB PER DOOR TUBE FEMALE PERT LOCKSET W/ DOOR SWEEP DEADBOLT 12375A) D4 DOOR HINGE bid Abb, DOOR SWEEP SIDE SECTION DOOR JAMB PER D1 DOOR JAMB INSULATION 3/4" #10 SMS DOOR STRIKE PLATE SEE LOCKSET DETAIL) DOOR THRESF BASE/TOP TF DOOR TUBE PER LACK. PrR a0 L _ L PER 1a EADER DOOR DOOR 4 4 . . ...•.;.'. . i.•...+ 1 ER D3 I/ If tl j ij D PER D4 OLD PER D5 ACK PER O 4" STEEL HINGE (TYP.) 3 SETS - (SEE EXPLOI VIEW) 3/4" #10 SMS 8 PER HINGE EXPLODED VIEW STRIKE PLATE EXTERIOR INTERIOR SIDE VIEW LOCKSET DETAIL ASSEMBLED DOOR GENERAL REQUIREMENTS AND CONDITIONS I. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMP'JES WITH CHAPTER 24 OF THE 2001 FLORIDA BUILDING CODE 2 TEMPERED GLASS INSTA)I IN MITN BASIC WIND SPEEDS OF 140 COMPLIES 1MTH SECTION 241D 24.5 OF THE ORI 1 THE OPENINGS COMPLY WITH A 2 R61' THE 2003 INIERNATION 1 T INTERNATIONAL BUILDING a n N U g F5F5 88g m a n < a m N W 8 2, < = 00Mo a Z V Q I U mCOry U I m um - X IL 0 r Zo z i L) o0 U GoI o a m S (V o I03 03CS m w o N - o I— o Nr Ir z a- 46 N of f/) co J O cl IQ — CV L`.l I::I NOVDABER 2Z. 20C ROBERT A. WALZ. PE 20400 HALL ROAD CLINTON TWP, MI F: \11 x17\2FLORIDAEXTERIORS7 TOP CROSS SECTION ON 11 2TES7 02/17/2005 THU 15:32 FAX 4073820302 PRESERVE AT LAKE HONROE @002/002 v&,&9p .vvv In• v000i rna •VC 199 91WO AWARL11b9 PnUT nWl' CUVZ/Uuz PRESfRYE AT LAKE MONROE HOMOWNERS' ASSOCIATION, INC. ALTM&M APnXATION rr' DESCRIBE IN WrAII.. 'TYPAND MATERIALS CL— ram C Cr•- D Y JW MON SPA" IS REQUIRED. KZME AITAC1 TO TiflSS FORM. TWK YM An appbgdon mgneeft approval fix my abirmios vd&b omms aumUn ft , - ' walb of 1be bwhft and is, iX% W Maas aM% 11d3IfiT_U ACCObWAVAM A S11g U R1 WM LOB SNtyBr: RMCATING LIICA770N. qr L T1OR c9EMI ME 2EW p tr I1WORMA1 lY cessAmr. Wappmval b paused, It is not ao be cumWamd w core= approval of any Count or CW Code Roqubeaua m. I ba0disg paraft 5sm do app9pdft buUft depsmom is needed os most property ab shoes and/or raprvre . 71a Atehkoctmal Review Board shall have so RaWity or cbliptiao to 5 - p , pe wbcou loch upe u - t K alteration and addidoo =N* whh Quy oppR obk law. ndr. rem code or ordina m As a oondidoo preoedear ro g rastiaE appnvve) yr T for • tJaag aheration oe addition w as exietb 6 bash saoeose6 tbs de* bbw and an%u dxr C ht ay some soh tespoasr-Wq, Fargo tspsit, maiaar tce or replaeamear * faymeh dmg% allamban or addition. JT IS UNDEWOOb ED ?HAND AGREAT TXEPRESERVEAT HAKE MONWE HOWOWNERS' ASSOCIATI W. DIC. AND CENTE X MUM ARE NOT RBQ[JIItPD TO TARE ANY ACTION TOREPAUt, REPLACE OR MAINTAIN ANY SUCH APPROVED CHANGE. ALTERATION OR ADDMON. OR ANY STR17C1 M OR ANY OTHER PROPERTY. THE HOMEOWNER AND 1717 ASSIGNS ASSUMBS ALL RESPONSINU TY AND COST FOR ANY ADDITION OR CHANGE AND R'S FUTURE UPPOW AND MADITBNACB. _ DATE: • 1. OWNER' S WOKATURL 00 A T $ Y TB$.AS90C,KIION:-•— D _ APPROVEDt NOT000 rED APPItiOYF 000, 0011., TURE ORRECEry Please subnk ym " Gamma od on putuout iofotmaeeo w. FEB 1 1 2005 . Ptaerre a Late Morse BY.' tfu Regmq Prolbesiosal Matoeat 4W Weldna Sp& w Rd. So. 205 Los wood, PL 3V" Tolephow 407 7W$ lQ Fox 407-78b5105