Loading...
HomeMy WebLinkAbout379 Merry Brook CirCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION gM Application No. 1-8 _DWI r�. — Documented Construction Value: $ 776.00 Job Address: 379 Merry Brook Circle Historic District: Yes ❑ No Ei Parcel ID: 27-19-30-506-0000-2150 Residential 0 Commercial ❑ Type of Work: New V Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ 1escription of Work: SCREEN INSEgT AT :EA: _G►A Plan Review Contact Person: Paula Velazquez Title: Permit tech Phone: 407-363-9800 Fax: 407-985-2815 Email: paulaasilvertrend.us Property Owner Information Name TAYLOR MORRISON OF FL INC Phone: Street: 151 Southall Lane. Ste 200 Residejit of property ,Y EL City, State Z><p MQIT.LAN' D, 32751 -.. . :Contractor Information Name Silver Trend, Inc_ / Jose Julio Da Silva Phone: 407-363-9800 City, State Zip: Orlando, FL 32809 State License No.: _. SCC131149963 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application 4161 00 NOTICE: In addition to the requirements of this permit, there may be adcktional 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. __ "tAe aA�� of er/Agent Date tore retractor/Agent Date Print Owner/Aeent's Name Print Contractor/AZent's Name of Notary -State of Date PAOLAANDREAYELAZQUEZ , / MY COMMISSION # GG 153206 l/ // ?!P PAOLAANDREAVELAZQUEZ bye EXPIRES: February 19, 2022 iMY COMMISSION # GG 153206 �.;�OP f� �!•` bonded rnru W&V L r am: EXPIRES: February 19, 2022 P ` Bonded ThNotary Public Undenlybm r• '. fOF i�a •` Owner/Agent is _V Personally Known to Me or Contr into Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: f ��-/� UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SVG -tom • tg COMMENTS: O k fi /N <I-u // ,sc..C..rr i v s e. f a /- tom.- /aao, as s L....... a _- sv/or, Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE: 11$om'' DING 1(Depmay MIln Mays Ins ec tion D@scri Lion. Footer / Setback Stemwall Foundation / Form Board Survey Slab /' Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing— WalIs Sheathing-- Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final. Pre -Demo Final Demo Final Single Family Residence Final. Building (Other) Address: Min max Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max �f w� ImsEe@tion IIDescri ition Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min I Max Min 1Max Mechanical Roug Mechanical. Final Gas Unde GasRoug Gas Final REVISED: June 2014 5/7/2018 SCPA Parcel View: 27-19-30-506-0000-2150 08016 JaMm, CIA 00 Parcel Information = Property Record Card Parcel: 27-19-30-506-0000-2150 Property Address: 379 MERRY BROOK CIR SANFORD. FL 32771 Parcel _ 27-19-30-506-0000-2150 Owner(s) TAYLOR MORRISON OF FL INC Property Address Mailing 379 MERRY BROOK CIR SANFORD, FL 32771 �— 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 Subdivision Name THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code 0003-VACANT TOWNHOME Exemptions - 3 + 22.33 22 22 22 22 22 22 22.33 IV N IV IU N N N IV --L —X -..%, " —A --L 00 --1 0) V1 -;h-- W N --%- iSummary -` 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) i $34,000 $18,300 Land Value Ag Just/Market Value ** $34,000 $18,300 Portability Adj Save Our Homes Adj i $0 $0 Amendment 1 Adj $0 $9,667 P&G Adj $0 ; $0 Assessed Value $34,000 $8,633 CO (D (D CD VP (0 (0 CO (0 Cn (P Cn(n C11 Cn (n Cn Tax Amount without SOH: $227.00 2017 Tax Bill Amount $227.00 Tax Estimator Save Our Homes Savings: $0.00 * Does NOT INCLUDE Non Ad Valorem Assessments MERRY-BRDGKC1R— Seminole County GIS Legal Description LOT 215 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund - $34,000 1 $0 $34,000 Schools $34,000 $0 _ $34,000 City Sanford $34,000 $0 ! $34,000 SJWM(Saint Johns Water Management) $34,000 ' $0 $34,000 County Bonds $34,000 . $0 $34,000 Sales - Description Date p Book Page Amount Qualified _ Vac/Imp No Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $34,000.00 $34,000 I NOTES: Y c 2 co N 4 Z 1. ALL OPEN AREA'S ARE .O t2 �' TO BE COVERED WITH SCREEN N J y O m 2. DOOR LOCATION MAY VARY o j H z � O ` M W 4 Y c m O ` p E N ?,LL a . d CV m o 0 Q p �o�on a co O-.J H M (n � d r. w co N E �I O Lo Q �� v LL 6 coo c4 Nei d �G C co Z� O E �i C) J z Q Z 0 it p�„ Q 'Sv' 2 Q Q 4% O q U ® o E —I r— .a 16" KICK PLATE TYP c o E 2"x2" GIRT (D L .- (o E REAR ELEVATION w c J z Q i ¢ w (!i w °_______________ ______________ _= ROLL FORM at w w Z w E- w U > z m O Z w g O #10 x 3/4" AT 12" O.C. ------------- KICK PLATE TRIM 3 c U Q O z S a w U ____ ______coi 72 o m z iA V/ I-C]OUF-� (n o z m w - Q Z c WQWF"2WM�F QO+C d> ¢¢JwCCUJ I- Q t- a � 0 16" X .024 KICK PLATE TYP EUcn L) o, 2 rr W O JLLQ W(A z�WOLL�Wz C� 0 W Z O:r z z O� O LL o m o p O ?QQ� F- J muj = O p z Q O g F- __-________ _____________ __ ___________ _ _- _ @O C .0 O w -� LL7 - ¢ - - 0 CC 5 m Q�Q~QO=UV> =o_]MOLLWx ado OW.V t` o (nW CL-Omo Q a CC Z 00>wco J000 Z OM O ° a 1"x2"OPEN BACK HNQ W O U) m U t= Q- (f)U. a n BASE PLATE TYP. I cn � >_ W Z ~Owz0mzF- oz z m sheet Q � U) Q �' z TYPICAL KICK PLATE DETAIL wz►-w�=� Q_ W ng-~00 NO SCALE Oo J Q Of 1x2 1x2 1x2 2x2 X d 0 d X H N � N O O Q 2x3 2x3 1x2 1x2 17'-0" DESCRIPTION AS FURNISHED: Lots 211, 212, 213, 214, 215, 216, 217 and 218, THORNBROOKE PHASE 5, c recorded in Plat Book 81, Pages 68 through 69 of the Public Records of Seminole County, Florida. PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, Inc. W *PLOT PLAN ONLY' (NOT A SURVEY) ^ 'ROPOSED INFORMATION SHOWN BASED ON SUPPLIED PLAN O Ic AND/OR INSTRUCTIONS PER o O� CLIENT(NOT FIELD VERIFIED) 00 LOT 211 OR 218 *NOTE: PAVER ITEMS ARE NOT NCLUDED IN IMPERNOUS AREA L.UI = 2,727 SLI.r1. ON_ LIVING = 770 SQ.Fr. LINE GARAGE = 456 SQ.FT. *PAVER ENTRY = 9 SQ.FT, LANAI = 93 SQ.FT. BREEZEWAY= N/A SQ.FT. *PAVER DRIVEWAY= 400 SQ.FT. Q A/C PAD = 9 SQ.FT. *PAVER WALKWAY = 6 SOFT. IMPERVIOUS= 62.7 Z = 1,330 SQ.FT. SOD = 376 SQ.FT. OFF LOT AREA CALCULATIONS. R/W _ 179 SOFT. APRON = 51 SQ.FT. SIDEWALK = 112 SQ.FT. SOD = 18 SOFT. TRACT C (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILMES) N 89057' 49" E 22 AA' 22 00' 22 00' 22 00' 22 on, 22 nn' 22 On' F�' pQ PROPOSED = FINSHED SPOT GRADE ELEVATIONS Q PER DRAINAGE PLANS 22.33' LOT 212, 213, 216, OR 217 'NOTE: PAVER ITEMS ARE NOT 10.00' INCLUDED IN IMPERVIOUS AREA IS 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' LOT 278 AC AC LOT 217 AC LOT 216 LOT 215 AC AC LOT 214 LOT 213 C LOT 212 AC AC LOT 211 ON ON LINE 7.2' 20.0 16.8' 5.2' 9 5.2 16.8, 20.0' 7.2' LINE o LANAI e o LANAI LANAI o Io c0 LANAI LANAI o LANAI o cc o o t6 Mi 16.8, t6 343, 343, to 16.8' _ 0 Mi ON 7.2' ON LINE 7,2 UNE n N7 PAVER MIRY ENTRY 2.0 W V-PROPOSED - W to W W W W PROPOSED A PROPOSED PROPOSED PROPOSED • PROPOSED PROPOSED PROPOSED v 2.0' ATTACHED o ATTACHED = o ATTACHED o ATTACHED = o ATTACHED o ATTACHED o ATTACHED o ATTACHED 2.O RESIDENCE a o RESIDENCE �v o RESIDENCE a o RESIDENCE w o RESIDENCE �t o RESIDENCE a o RESIDENCE a o RESIDENCE oa, oO) oCh oO/ o°' Y h N rn y 3 F.F.E.=27.4' F.F.E=27.4' F.F.E.=27.4' F.F.E.=27.4' F.F.E=27.4' 1) WILLOW REDWOOD REDWOOD BIRCH BIRCH REDWOOD REDWOOD WILLOW "T rLl Q4 PAVER PAVER PAVER PAVER ENTRY 5.7' 15. EN R 5 7'�p WIRY 0 3.7 �i PAVER 2 7' I+) PAVER'�3.7'o ENTRY b g g o ENTRY 34.7'12.7' JE 99'9'9'16' -4 10.0' 'i v10.0'eF 12.7' .i 34.7'16' PAVER PAVER PAVER DRIVE PAVERPAVER DRIVE PAVER PAVER PAVER PAVERPAPAVER PAVER PAVER DRIVE DRI DRIVE WALK WALK WALK WALKDRIVE WALK "RIVE DRIVE 25.00' 25.00' 25.00' 29.00' 29.00, 25.00' 25.00' 25.00 10' MT wati(` ,SIG. UU zz. UU- ' wLIU L.. ZZ. UU LUI - 2,090 SU.r1. LIVING = 894 SQ.FT, GARAGE = 249 SQ.FT. *PAVER ENTRY = 36 SO.FT. LANAI - 102 SQ.FT. BREEZEWAY = N/A SQ.FT. v *PAVER DRIVEW Y= 225 SOXT. F A/C PAD - 9 SQ.FT. *PAVER WALKWAY = 48 SQ.FT IMPERVIOUS= 60.0 X - 1,254 SOFT. SOD = 597 Sl - = ' 776 _ SQ.FT. APRON = 30 SQ.FT. SIDEWALK = 110 SQ.FT. ^ O SOD = 36 SOXT.. AREA = Z266 SQ.FT. kXS e� Oj Q DRIVEWAY = 255 SQ.FT. SIDEWALK = 158 SQ.FT. SOD 63 SOFT. O LOT 214 OR 215 co 'NOTE: PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LVI = Z,UYU ZW.r1. LINE LIVING = 824 SQ.FT. GARAGE — 259 SQ.FT. *PAVER ENTRY = 68 SQ.FT. LANAI — 102 SQ.FT. *PAVER DRIVEWAY=261 SQ.FT. DRIVEWAY — 267 SQ.FT. C PAD = 9 SQ.FT. *PAVER WALKWAY = 25 SOFT. IMPERVIOUS— 5Z I x = 1,194 SOFT. SOO = Sd9 SOFT 22. 33' o.,j p.c. R/W = 176 SQ.FT, APRON = 30 SQ.FT. SIDEWALK = 110 SQ.FT. SOD = AA SO_ FT. rvcrA = Z,3Vu w.rl. L BE o , » - P^tA = Z,ZOO 1w.rl. DRIVEWAY = 451 so.FT. LiB ( •) S 89 57 49 W DRIVEWAY = 291 SO.Fr SIDEWALK = 718 SO.Fr. MERRY BROOK CIRCLE (40 R/W) TRACT A SIDEWALK = 135 SOFT. SOD = 392 SOFT. SOD = 78 SQ.FT. -LAND UR DR. 07 F658 28436 GR UAS�'N�I�'Y�'R -ISCOTT ASSOC, , INC. AS t��'YOR,S' �407277- 232E FORLANDO,AX (407) PDL. LEGEND TYP. • POINT LN LIE • TTPIGL D L, BUILDING SETBACK LONE D c 'DELTA - CURD NOTES: SG1LE 1 1 • 20'-1 DRAWN BY: �a PLAT TFIELO vR.C. POINT REVERSE CURVATURE �C. � UTIIL, e CHORD BFARI'G 1' THE UNDERSIGNED SET FOM BY MOM CERTIFY TVAVEYORS 1147E ORDER No. i . P.GF Lp. DRON � 1L�NyRR0., • POINT 6 CDPp1ND CURVATURE OF RADIAL a IpI-RADIAL rENCN10E GB - laCilEiE BLOCK PL. - POINT ff CURVAT{DS BA Dj, DENICHNIARX s BASE Dq THE FLORIDARIDA BQARDDO PROFIDSIONAL LAND RT CHAPTER W-1177 OF THE FLORIp1�ADA NSTRAT1VEAND40iDS CODE 2 UNLESS EMBOSSED WRH SIIRVEYDR$ SE1L, THIS SIIRYEY S NOF WLID AND IS fYtESENiED FOR INFORMATIONAL F4.WP'OSES ONLY. PLOT PLAN 06-06-17 1243-T7 IR . CGHC ROD P.0.1 CM • CQCRETE HONUNENT POW OF BEGO44% P.T. - POD:T 7 TANGENCY HAD .µAIL t DISK 3. THIS SLOW WAS PREPARED RTOM TTTLE INFORMATION FLNDMtD TO THE SURVEYOR. THERE MAY BE OTHER RES17WTIONS PD.C. SET LR a 1/C 1R../PLB IS% PRM • ppDTT pF CDDEMOEl7f • PF72MANFM REFERENTI µQARENT DFSC. - DESCRIPTION R RN CAT. • R[OR 6-VAY • EASEENT OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDEHOROUND RIPRO✓ELEHIS HAVE BEEN I.0 ATED UNLESS OnewsE SHOWN. REC. • RECOVERED FT. CALQp FERKMID Flint ELEVATION L • ARC LENGTH E • 6 THIS SUARVEY IS PREPARED FOR THE SOLE ED407T OF vtow CERDFIED TO AND SHOULD NOT • CALCULATED _W. - V7TIESS POINT NORTH 'RETIED UPON tiY ANY 0711FR E7FlflY. THIS BUILDING/PR( POM DOES NOT LE W MIN 6. DMENSJONS SNONM FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT 80UN041tY LMES. CER77FTm 141': THE ESTABLISHED 100 YEAR FL000 PLANE AS PFR 'FIRM' 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS 84W BEARING (&B.) �! _ & ELVATIONS, IF SHOWN. ARE BASED ON 947XONAL GEODETIC VERTrAL DATUM OF 19". UNLESS OTHERWISE N07ED. TOM X GRUSENUEYEFER.L ESP 4714 ANTES W. SCOTT R.LS 1 4801 ZONE X MAP IF 12117C 0055 F D. CUMF)ATE OF AU71HORVAT10N No. 4508. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies Homeowner: Taylor Morrison Designer: Alexander Medina Site Address: 379 Merry Brook Cir. Sanford, FI.32771 Builder: Silver Trend Inc Date: 5 15 2018 Overall Dimensions: Length: 17-0 (ft) Width (ft) Structure is attaching to: cone block Height @ Attachment: 8-2 (ft) Attaching to: Concrete ✓ Lumber ✓ Other Overall Height 8'_4.. (ft) Wails Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Walls Not Supporting Roof or Guard Rail A) Select Girt : (Table 302_page ) Load Width: T_0.. Span T_0.. Select 2x3 B) Select Column: (Table 302_page ) Load Width: 7._0.. Span 8._2.. Select?x4 AAF Guide as Referenced by: F.B.C. B 2002.4.1 & F.B.C. R 301.2.1.1.1 Ultimate Wind Speed 140 mph Nominal Wind Speed mph Exposure: ❑✓ B ❑ C ❑ D T C v m O a c Z C 0 z rn c O z z x c� s z O A N C F+ jh 000PYRIGHT 264 NOT TO BE REPRODUCED IN %MHOLE OR IN PART WITHOUT THE WRITTEN PEIVAIS ON OF THE ALUMINUM ASSOCIATION OF FLORIDA SIZE VARIES Og POST SPACING gL REFM TO TABLE 304STRUCTURE V X r VERTICAL. POSTX=KN PERIMETER (TYPICAL) 1" X Z" OB PERIMETER SELECT PER TABLE 304 / BY WIND ZONE CCHAIR L3 RAIL u 3 DMG UMNIS TABLE OR 304 BY VJW ZDNE to � MCKPt ATE RAIL DESIGNED USING TAME 301 8 OR 3" BY WIM ZONE err,•r,r„.,leee0eel erreerreeerer . r rerrrerer err . . r r rrrr rrrr eerr,r •OPTMNALlaCKPLATE/HEIGHT vAR�T rrr�reerrrerrrrrrre/erererrr r ♦rr , r re , rr rr rrrrrrrrrrr rrrr rrrr: rr.rrrrr,rr.rr,rrrrrr r rr ..rrrr rrrrer rrrrrrrr err ................. .er,,..rr rrrrrrrrrrrrrri.r• �irrrrrrrrrrr eerrrcrrererrreiirrirererrr rr �rrtvrrrrrrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrrrrrriiilir'iri it rrrr✓rrerrrerrrrrrirrrr rr r, , it �iiiiiiiriiiiiirii� fr 60 3 3 3 r-- Citgft 3 - fit# WO i MOTEoum3w®XYumuA3CZ ww WommaxwWax ZWLMMMM [NAOOQEOZkmOR COFUMPUSHMORMOMM IMSMIMAMM MMMARVEMM38MVACM FMNLVXRMCPW IttO RAN MUL OM • SMW WWMMMFRONUU302 POSTS SM FBt TAKE o/'-3Oa Bywow =a tea• w WpmMEFRMTAM= FMM PW 80PER MAtLC1 OR CZ TOL=Cmlmlv SeetRW M FOSTTME ON moommmmmmmm L-9 Chapter 3 - Sueened Wags A Bakonles 20 coum som an —\ —T-^V-T SUM (OR CMMKRTME3M 2mMWAMMMOSME 2 EAM 014 SMS EAM M 3/6r MRA 00 A%0= sm (10 Ouc- MUL) W jr BMMW M;;Ar 0 ok 0 CMIM / FOUNDATION FASTENMG FOR LOAD CONDUMN I LOAD CONMTlON #1 NOTES: 1) OMM MAY BE tARM THAN 2X3 FOR THIS COMEMM 2) CGUMM= Cl APPLES TO SMM WADS OKY SEE C2 FOR WHEN 9MMMS GtMJMPAL 2X4 COUM MOM VAINM= ME CMAM FOR LOW COMMON 64 PER TAKE 302 Rom POUT To mxmm WITH r x r x 3m MCK AME OV r LM VVI 2 EMN OU SM MM POSr AND 314V COMEM AND= W/r KBEDMW (MBLIL BICH SIDE OF FMn MM SOLE To Posr us= a EACH 010 sms FROM SOLE Dfro Daum samsam OF POUr M MM FMT WO SOLE RAT* 09, WITH rXrXVWAIDE rLMAND 7 EP01#8SMSINMEACH IMIM P8P 3 - 5 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (ZM4 EMM) 2.0 "i ".40 �apter 3 • Snoned Wens 8t Balamles I I PA1�!081�1YB@ 1' ;i a !! SMA .- • . amomsa 1 nOCoIM1EIEOa , • , � • •�• , n'P10q�I�OuC/I�D OOId�IBL'i�l tAllie �8'® PIS =sei om ff4W acorn ffiOBmmmm w•• F-Im • VWI W VM••AYVL%rMiOiN t, • • , • • • • • • • �• , .' • • • t , • i••.IM•M/Irk Yf"i/GMb1�i Rir•• moo amsm0fr® 3 nmmm r 30= mmR ram, i zjwo oow. rAAF GUIDE 1O ALUM#= CMTRt=ON IN MOON WIND AREAS PU4 a•O ChopW3-Sall 01 8 BdCOft sx:os® � PMs m lft Pxrx11 wA=n1"'um tlf a-axwR°um Sm& ff um 1M t1YPA0vILTW UM's 1 1xm8oECfAN QRwm0641 of ow k w r oplwswmoswsx AT44A6 OMOCON mmmommm Ixaoa®FNRNMas 4.0 sDsx mNm=FmoF1x208SQli0sMw AAF Gt110E To AIMIUM CONSM CnON IN HIGH WIND AREAS CM4 EMW 2.0 3 - swow MWa rxrxurA=nrtm v m :-mxvrmm R"ffm uis is sassmolwasomm i ma a- 1 1 i 1----- a�le'ouc. —•1 aooiexoso8mtwaus MLWM M 8 lam no,, 1wagommim r PST, iB1100 M181t�1'P3C� AAF GUIDE TO AURAINLIM OONMIUMON IN HIGH WIID AREAS a914 EMWO 8.0- 1_ POP 3 - 8 tilpto i B�oa�s rxrxuwamsruonmm MxurttbswsarVmtm rnsIMLWMRK70aowmo ounumaa-I nsslaT WK at: USE alb'8 XrLOOLASSWM WO MIND RWM3frOl OrtMoQ"RE xaas@vgMMM qCFmwmCMWWWSMCONSTRlMT= VwBg=muTVMWSWMWOAAKDWMIlV C OFEAIX tt8tM 2-6199XALFMMOBMW ix2csmmso wl l smmcpa x2cocr ariRTONM•1-Immw X2099fallum Page 8.9 1 Mf GUIDE TO ALUMINUM IMTRWrION IN HIGH WIND ACAS W14 2.0 r OMMOMWAISMM nrser �. ans�a�o�asa�r o�n11R4�&•mrmOG� rooum aRm a .•. i•. •• ••s ••�Lt L. i ••'i - •W-W -I t I• t••'•• '••• ' • • .r i tAN GUIDE M AMINM ilGRIS'TWnON IN i1M WIM AMM ON EdftQ 2.0 1 MP 3 - 10 J