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Home My WebLink About809 Escambia DrCITY OF SANFORD PERNIFF APPLICATION Permit # : tJICJ` 9 r J b Address: ri))")L! ]/R 41n �cae uftjD ascription of Work: _.�_I_r�'YlA� rf LIVIYt �IZCJd►r't Historic District: Coning: ue of Work: I Date: ►��'�.t��Q it Square Footage � " . Cl 01000 Pertnit Type: I3t a y� u Elcotr 'l t� Mechanical Plumbing JL Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines It of Gas Lincs Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood lone: (FEMA form required ) 0wrRrs Name & Address: 11� �hPlrnnc: Contractor Name & Address: Phone & rax: Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: State License Number: Contact Person: Phone: Phone. Fax: Application is hereby made to obtain it permit to do the work and installations as indicated, l certify that no work or inslallaliou 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 undershmd that it 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. IF YOU IN•rEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A rORNEY 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 cr r t is veri ication that I will notify the owner of the property of the requirements of Florida Lieu Law, FS 713. Si r 'lure of wher/Agent I Date Signature of Contractor/Agent 's Name �l Date UPi My CONlNilS310N # DD I,W- 491 rs EXPIRES: February 25, 2007 1-1;e0•3-NOTAFlY` , FL NOtary Discount Am,. co. Owner/Agent is_ Personally Known fo IG18 trf`Y' Produced ID APPROVALS: 'CONI rIL: _ FD Special Conditions: Rev 03/2006 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is ____ Personally Known to Me or Produced ID ENG: BLDG: Fw ted,,....: Flir� ,� � A: C 1NG. BLOCI , ..__ " CONS,,- - =3S ABC s 5' REBA a TYP. PENETRATiNG , rill bPFNE:I Ai[Nt.7 N(f ##5 BARS BCL_ PENETRATING Pit % wS ON CHAIRS -BENT BAIR W/ 25 LAP EX TYP OF 2 F_rGG DETAIL OF R AR� D Q _oii -:IN _L.0GR r I I&H, r ! .1i pinn i u Q l > FIN!5W,45 I Ira X I SS` I L X 5%11 TILE- _ - SEE ELEVATICN5. i ► 0 REMAIN IN6 2'x';4' I , , FRAMING _ ^+ 7x6 �,XT. FRAME 5T05 _ y` i 7 , 2'x4' T_PLATE.—, Ti tIN�aET C�R�1�T i _ �;, �� , . ;:- p !•�DDI'i'ic�i�( 3�"xYsG.n°x:?"�. ti .._.._ _ IN_.__1_5.: _., _F 0crC_FTG. SAD uir'' M (} SID. BJTTOy�� _ , _ FOIR EC)i�_ SIL- 4 REINS°. SEE r -c, N %A i r � ,f 4 FXI TING M.J. C can t�p,� aowem�n. eKkvN` R fA-eau+: f 4 " WYu> uA';aYm4s:P C iy TO MATO 4 }}- x 40 C� 1l lil , . a • U7 � a�1 ; �� I -r _a :7 a I (ALL 5LA56) 4` POURED CON I 6 MIL. VH;QUEEN "" .. CLEAN GJMPAC 5HINGLE5 USE: CONC, FOOTING. - F INDEX OF N E�— 54- EET 01 i 06EL� i OUND4TI N FI_ 3HET. 112 F JF'cU$ED FLOOR PLAN 4u.11 Tib' VATFD ELEVATION e44r;ET 04 �......._, 11 ELECTRICAL LA`r'W / WALL 5E(70.q ,....+.w.�.�....»ram.... �.......,.. :..,....,....w.:r,......,...-.-.ar.x:-.w.w,,..-,.:,_,.._..% AIDS ABOVE PENETRATING --PE:NETRATING PIPE _ -INETRATION:w 4' FIF3ERQRETE i P1 ERME54-I 6LAE31 ON (b MIL VI5Q1.1EEN OVER I.UE.E.E- CCDM ACS TERMITE TEAT -C') Fil I (3,000 E='Sl, 26 PA FOUNDATION' NOTES GENERAL 4 A.LL PLUM51Wz DRAINACM1.I 4NM 5UPPLY LINES. , (TO BE 40DED.) FER, Fl..l..lt""iB1NC4 CC.:+s`�li"' V�Tap, . , . ;, �,,� ,s. •,, i ALL, FRAI'-`IE" EXTERIOR IN-rEF:doR Q BEA IN( 1 7AG.L5 TO HAVE, F.T. PLATE SECUREC' WITH 1/2' ANCHOR eO T5 O- UNKEN 6' INTO CONCRETE. SET 12 MAX FROM F ' - . � -�� FINi�I�I. E=��f�•� i :_�°0 ��. C�.ORr�ER�a�7N 48 O_, MAX- �M;,.�RL CK CON5TRtJCTf0N-,® EXI5TiNEXTERIO% \ ' `_,A)t_t" MIS�LA. ED I~>0U4EL5: DRILL I SIA. HOLE 6 -. ..}•�`,y f.._�jy q��y { q F s [•-+, EPDXY- x!uYIIICi ; M1�ii-', ,_AC-1ED TRU,55 STRA" W31E 5IM0NR5 1 � -`sv' MT512 W/ (3) 311(o* `x 1-.1/4° TAFE:C.t;;N'TO e �LCUCK^ )IOD, NAILS TO TRUE )5 Fc R TRIJ55 Up TO AUC;Uii'4c:iN 3C�';c.'.+�"x2�"d. p � • but � � , . GCMG. r"Ta i- A[7 G u1a i ► ! 1+:,; 00 L.56, UP LFT<�l""'1�,,s J. c 3 4, Cxi~,cID, BOTTOM I -I C i (I1:, � 1 i r iG. MIN. 12" BELOW GRAD£, i � � VERIFl , ALL DE51(.'xNATEI:), LOCATION,6 wI1"1; I t .P aJ� I 5TRUCTt.aI�AL ENGINEERS, (HDR5 / PCMll.? CIA-_...,...,_ i VERIFY . ALS. EX16TIN LO ATION5 WITH I" ------------ - ' f Aft .,>JIIER 4 CONTRACTOR_ (HDR5 ! h-'E�.I''i_I., 73 �� O1.t�'L �.) CONi:�'RET'E: l`°iA.�C li�i�� I.Jt�ii3", c 'PCMU), fI TO CONel5i F (I: o. VERT., RE5AR FROM .r 5j F"'OU Er-) LINTEL TO FOOTING WIT44, 2!�x MIN, Il EII "!- i ADDITION ,30'),30' 0'dc I LAP ANI-) a' MIN_ NCUC< IN FOUREC) CONC:: • � k_C NG. FTG F,4D WITH • ° �� (4) #50, GRID, BOTTOM � �` � 5C:�i'TOM OF ,�,1_.L EXTERIOR t; � 0001D. 6CREW - 4' F!!�" Oc3 LIJOOM aCREW - A ,',::C T O.C. (MIN, 14 CORNER tv I' O.C (Mll ,�,F,NER 0 FENETRATION41' PENETRATION) 05TALLATION PIN W/ SEALANT CONTI INSTALLATION FIN W/ SEALANT CONT,------ F."EHIND MIN. I' x 4 ' 15U MIN. I' x 4 ' BUCK—--' WINDOW FE WINDOW PER MANUFACTURER MANUFACTURER AME3 ALUMINUM WINDOW 4- ANCHORS - PER 'TRUSS LAYOUT 2x6 sovfPSON SP6 @ EVERY------ DOUBLE TOP PLATE - STUD TOP. ROOF FRAMING - 1 11 1 71 14 HEADLO HEAD. r-ULL. LENGTH L S TA 2 14 2x6 WALL STUDS , EA JACK APER OPE NING) .0011111[_.—HEADER STUDS--- -1mw SIMPSON HTT16-- WITH 5/8 A. 8. -- NO CON E -C, TORS (18) 16dNAILS.'' (0 GREATER FLAN 6FT SPANS. OND) 100, $PO SIMP"ON " OR SF)1.MAS' IBE. FOR L _VE _RY STUD BOTT. PL. FASTENFL). WITH 8-10d NAILS EACH MEMBER x I ri SIM,' -'SON H7716 WITH 5/8" o, A.8. & (18) 160. NAILS. (0 CREATER 171AN 6FT, SPANS, 0NI.Y) T*rF I CAL FRA`m"b ING AND CONNECT I ON5 REOFOR u"FENING61FLOOR ii EXISTING ONE &TORYis EXT, ,2x4 FRAME II pp pl SINGLE FAMILY RE51DENCE it -4 413'-4' (VERIFY EXISTW-3) C1 EXISTING It GARAGE' 8, FT, FLAT CEIL. ------------------ I ------ L ---------- ---------- EXISTINGd) tu 0 EXISTING EXISTING -A S) KITCHEN x STUDY / DEN 5EDROOM � ;� 5 FT, FLAT CEILI Q11 I 8 FT, FLAT CEIL, x 0 FT. FLAT CEIL, tu EXI&TING L. GL. DR5, FXIf3TING'WIND0J)6 EX15TING UANDOW 4 HEADER TO BE REMOVED. LXU I i TO BE REMOVED 4 ENCL05ED. All wim-iowb &ne-1,21ass doors shall be teet.ed by an appro,,,ed TO BE REMOVED. I ADDITION EX15T. 2x FRAME WALL TO BE RIEMOVED ADDITION IUN 6x6 FT, FO6T; (ox& j PT. K*T. �z r - ---- - - 1-1 1 :T0F1 WT. ATnC A4 ESt % - --- ---- --- e FT. FLAT CEIL. ADDITIC.NfAL. LIVNG $0. FT. - %2 (CAONDJ SQ. FT, PROPOSE *L0 PLAN 4 1 GENERAL ' 1=L00R. PLAN a NOTES VERIFY ALL CELL. HIE163HT6 / TYPES, WITH CONTkAqroR / GUILDER, PRIOR TO TRU55 CON16TRUCTION. ,4LL FRAME EXTERIOR AND/OR INTERIOR F3r=,-`,RING WALL TO HAVE P.T. PLATE SECURED WITH 1/2' ANCHOR BOLTS SUNKEN 64 INTO CONGF'ETE. SET 12' MAX FROM CORNER5 AND 43' O.C. MAX, ALL 5TRUCTURAL WOOD HEApER5 TO BE (2)'2'x12'(+"2 6.Y.P.) WITH 1/2' PLYWOOD FLITCH. UNI -15:55 OTHERW15E NOTED. VERIF*T: ALL DE51raN4TEF-) LOCATION5 WITH STRUCTURAL EN6rINEER&. (HDR5 / PCMU.) POURED CONCRETE MASONRY UNIT. (PCMU,. TO (7,CN516T OF (1) 05c. VERT, REBAR FROM POURED LINTEL TO FOOTING WITH 25' MIN. LAP AND 0' MIN, HOOK. IN POURED CONC, ALL WINDOW / FIXED GLA65 ROUGH OPNG5. MUST BE VERIFIED 5Y WINDOW CONTRACTOR/ (MA5ON-CARFENTER) PRIOR TO CONST . ALL INT.: (N0N.E3RGd WALLS To BE (3 1121) 2'x4' CON5TRUCTiON 24'O.C_ UNLESS OTHERW15E NOTED. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED' (DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RE5PON5IBLE FOR DIMEN5ION5 AND CONDITIONS OF THE J015. 'ARCTECH' ARC-141TECHNICAL VIVID VARIATIONS OF CE.NTRAL FLORIDA MU6T BE NOTIFIED IN WRITING OF AN'T' VARIATION PROM THE. DIMENSION,6, CONDITION5 AND 5i=ECIFIC-ATIC:IN5,,4FF:>EAP,ING ON TqE5F-' PLANS, / CONSTRUCTION DOCUMENT6. DO NOT 5CALE FLANS LEGEND cwaLLs): ADDITION EXTERIOR FRAME 2' x &' 5YP- *2 (a 16' O) STUD UJALL. A -- EXT, HEARING. EXIeTING EXTERIOR FRAME 2' x 4' (e 16' C.C.) STUD WALL. EXT. HEARING. ADDITION !NT. PARTITION 2' x 4' (0 24' Of) STAID WALL. NON-BE4RING- EX15TING INT.. PARTITION 2' x 4' (fii 24' 0,G) STUD WALL. NON-bEARINCi, 1RCTFCH DESIGN SERVICES 0 -A ADDITIC.NfAL. LIVNG $0. FT. - %2 (CAONDJ SQ. FT, PROPOSE *L0 PLAN 4 1 GENERAL ' 1=L00R. PLAN a NOTES VERIFY ALL CELL. HIE163HT6 / TYPES, WITH CONTkAqroR / GUILDER, PRIOR TO TRU55 CON16TRUCTION. ,4LL FRAME EXTERIOR AND/OR INTERIOR F3r=,-`,RING WALL TO HAVE P.T. PLATE SECURED WITH 1/2' ANCHOR BOLTS SUNKEN 64 INTO CONGF'ETE. SET 12' MAX FROM CORNER5 AND 43' O.C. MAX, ALL 5TRUCTURAL WOOD HEApER5 TO BE (2)'2'x12'(+"2 6.Y.P.) WITH 1/2' PLYWOOD FLITCH. UNI -15:55 OTHERW15E NOTED. VERIF*T: ALL DE51raN4TEF-) LOCATION5 WITH STRUCTURAL EN6rINEER&. (HDR5 / PCMU.) POURED CONCRETE MASONRY UNIT. (PCMU,. TO (7,CN516T OF (1) 05c. VERT, REBAR FROM POURED LINTEL TO FOOTING WITH 25' MIN. LAP AND 0' MIN, HOOK. IN POURED CONC, ALL WINDOW / FIXED GLA65 ROUGH OPNG5. MUST BE VERIFIED 5Y WINDOW CONTRACTOR/ (MA5ON-CARFENTER) PRIOR TO CONST . ALL INT.: (N0N.E3RGd WALLS To BE (3 1121) 2'x4' CON5TRUCTiON 24'O.C_ UNLESS OTHERW15E NOTED. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED' (DIMENSIONS. CONTRACTORS SHALL VERIFY AND BE RE5PON5IBLE FOR DIMEN5ION5 AND CONDITIONS OF THE J015. 'ARCTECH' ARC-141TECHNICAL VIVID VARIATIONS OF CE.NTRAL FLORIDA MU6T BE NOTIFIED IN WRITING OF AN'T' VARIATION PROM THE. DIMENSION,6, CONDITION5 AND 5i=ECIFIC-ATIC:IN5,,4FF:>EAP,ING ON TqE5F-' PLANS, / CONSTRUCTION DOCUMENT6. DO NOT 5CALE FLANS LEGEND cwaLLs): ADDITION EXTERIOR FRAME 2' x &' 5YP- *2 (a 16' O) STUD UJALL. A -- EXT, HEARING. EXIeTING EXTERIOR FRAME 2' x 4' (e 16' C.C.) STUD WALL. EXT. HEARING. ADDITION !NT. PARTITION 2' x 4' (0 24' Of) STAID WALL. NON-BE4RING- EX15TING INT.. PARTITION 2' x 4' (fii 24' 0,G) STUD WALL. NON-bEARINCi, 1RCTFCH DESIGN SERVICES - COMPONENTS & CLADDING +25.9 PSF -34,7 PSF JI -4E FOLLOWING L�NIFC5�,,MLY Dl,`3TRIBUTED LIVE, LOAID5 WERE EMPLOYED IN THE DESiCzN C> T"k5 5TRUCTUFZIE! - ROOF : 20# SO, FT. - FLOOR 40# I SO. FT. E1'4r,INEERINC, Wjiliam F. 5tolni-kis, FFD, F,F-. 0 ,�tall_-- oF Florida FE 0 2215(' 12215 Rebecca's F_Iur) Dr. Winter Garden, FL. 34-161 -A All wim-iowb &ne-1,21ass doors shall be teet.ed by an appro,,,ed I 1 4) sal � laboratory, and bear an AAMA or WDMA or otheer independoit tes$tin, 4 approved labet idcntll`yinjo the manufacturer, performaince. choractderistic.3 and Approved product. CvAludflon entity to indicate compliance with the requirements or the rollowime specification: ANSI/AAMA/NWWDA 101/IS2 2/97Z z tu W a 0 TI -416 '5INGLE FAMIL'T` RE61DENTIAL' 5TRUCTURE HA6 BEEN r_,'E5I(_'iNED IN fr, 0 ACCORDANCE TO THE REQUIREMENT5 OF THE 2004 FLORIDA BUILDING CODE, C141 RESIDENTIAL, CHAPTER 3, SECTION R301 DESIGN CRITERIA._T I fl) THE FOLLOWING WIND LOAD REaUIREMENT5 WERE EMPLQ-T_ErD Q( 1_4 11 U_ < IN THE E-,1E5I(SN OF THE STRUCTURE; ly - BASIC WIND SPEED : (3 SECOND GUST) 120 -MPH. () IL - BUILDING CATEGORY 1, ENCLOSED. z - IMPORTANCE FACTOR 1,00 0 - WIND EXPOSURE B. - INTERNAL PRESSURE COEFFICIENT. 0.18 - DESIGN PRESSURE (WORST CASE CONDITION),. - COMPONENTS & CLADDING +25.9 PSF -34,7 PSF JI -4E FOLLOWING L�NIFC5�,,MLY Dl,`3TRIBUTED LIVE, LOAID5 WERE EMPLOYED IN THE DESiCzN C> T"k5 5TRUCTUFZIE! - ROOF : 20# SO, FT. - FLOOR 40# I SO. FT. E1'4r,INEERINC, Wjiliam F. 5tolni-kis, FFD, F,F-. 0 ,�tall_-- oF Florida FE 0 2215(' 12215 Rebecca's F_Iur) Dr. Winter Garden, FL. 34-161 NC TES: I. TRUSSES, ORDER,', 4 , AND To qF SIZED r E ARCTECH MAN1 J'EACTUR .R, 2. HEA6LR sToo REOUIREVENT: D ESIGN 4. HEADER STUDS (EACH 3I0E) �1 -d TO 6' U 3 HEADER STUDS EACH ' ` WE) 6'-0" TO 12'-_0" 4 HEADER STUDS (EACH �;I0E) 12'--0" TO 18-'-- 0 SERVICES ,1 VEARINC WALL NAIL PATTE`R'N 1, PLYWOOD (FIELD) USE 10(i NAILS @ 12" O/C, (t&;E) USE 10d NAILS, @ h" C)/C IAR( tea. GYPSUM: (FIELD) USE 5d NAILS @ 10" 0/11, � (EDC,E) U8E. 5d NAILS C) 7"" C,7,!C 1� 4. ROOF !NAIL PATTERN 1kf"*N SONE I -- IJ,5E fid COMprON NAILS @ 12 O/C t ZONE USED fid COMAON NAILS 0j f„ O/C ZONE USE 8d COMMON NAILS 0 4 Q/C /8 Gfi UM CEILING. OSE 5d NAILS 4 7" OIC �n � t V t M�u ROOF EDGE RIDGE t Q) IS +C LQ GENERA ELEVATION / .�FY ALL C -E i i , �-4 I HT ; E , YF1, tr , _ PRIOR TO T'RU65 CON TfJr-TIr I. - - _ - 5T'UGGC F'Wl•�IiH Y TRIM, EXI�' iON �+C!NT` �' 144 Std: 1MT. rt~I cif:. SOT < d».F 1 1 1 Ii E ^ED 1r w: V APART WN.DER ANY FiNISHE: r Fi OC°R s`C7"- "°,}, TO KIN. + ' PL'►` ° - __ __.. _. 5OVE EX1 TI1NG GE: ., EEE CONTRACTOR ,FO EXTERIOR,< Roa- i x.466 r,, _ GABLE TRU56 VENTING, TYPE 15, L F N(zTk46, LOCAT WON41. 10 U CO V, MAME OR i..,r' + \/, FRAME F. i r�R:Z �l ARD Y BOARD ACU ll•*I ON Bi41 i.., tea fNG il3f .d,P i ` r^�1 't� 4F I R) C�t.+� 1 T r'irca ° O" ,EST. k iir,4'THIPa1 %..� WRITTEN 1�iP's'iEN51CIN5 5HAI. � HAvE a - DIAGONAL r». w 2 x .� s i �iAG��. R>�CWItlCx ! R 4 PRECEDENCE COVER - t: pWi�iEN�IOI�I�. � i �, ^� �r � g�, 9 C'OItiWTI�'AC,`TOI� SHALL 'v'�r�WI~"T,4!*dI� BE ° a a FT, UJ/(3)-i(of'I C0MM0N6 a EA END 26"-0' ( ►EXTI ,1 (VERFY �daT) ,- 2 x 6T". FNL. � 4F -T. CSC. T�':iP _ � ��C,�r•iSii�l � r : ��' �i1"I�NaiC7t�!�" AND 2' COl^dDITION5 OF THE JOE'_ mARGTECH' -12 a 1� ° CDX 6ABLE, �WFATHIWu t''JF'T. 1/161, 01$13.) �,, ll.ir d ,@ 4'6C. At~?Ii�TIO�IS OF,�fR�CHIT�CHINIC�t. 'w'Ivi� v lCENTRAL FLORIDA r�IU�T � r�OTrFi�� I°x IN WRI TINn OF ANY VARIATION FROM THE DIMENSIONS, -ONDITION5 AND FOR CZNT. • � ! ,' i�ll.:�� , ; BEARI� .x AND MTW COOLER 1lk lf-I0, 'AKIM;$ ON T�I�CPLANS, f GCNTUGTIN DOCUMENT". iAH",G NAILS o T' O,G. _� c APr E EMD lMLL5 i"I 5T BE OUILT _ _.S_.__ TO �2R GWI�i;�� pIA�'� FRAME �-O�.,� .,�.W � �..•.. DO NOT SCALE �LANS ' ._r (P�..,� CEILII'�Wi:, 6) A1�E . 1/4' i' -C7" �� CN d) 0 GABLE" ENDi'CEILING, ill windows andglae.s doom shall be tested b4 apprr.�v«Sr� IL JAi C �1i w .. FOR FLAT ANL) U� _F -..-HARDY r - Inde es-ndent teaetin iaborator and bear an AAMA c.r WDMA or ogre _XIaTWAxC7C - .. _ HCjR. AIIiNC�N itilLiall*IG l!►AP #� . 6CALEE i�z' l`- T - �._� _ .w (VAPOR 15ARRIER) OVER 1/16' 05- 3. EXT. 6HEATHiNG, appr"avec# label Idemuryng the rranuracturer, perrormance r , = &4racteri€t,1c-0 and approvr.d product. evaluation errmto indicate x compliance with the requirementa of tF� fojlourinQ e4pecii"ication., Ur ' AN�I/AAMAi1NWWDA, 1011IS2 2197 r�1 TNi a iN fi.E l=AMIL 'T' RESIDENTIAL.' 5TRUCTURE HA,- eEEN DEel(SNED INIL ACCORDANCE TO THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE, In F RESIDENTIAL CHAPTER 3 N R � T �. , SECTION 3�I DESIGN CRITERIA, r 5EAR, HT _ THE r=OL_C�t13tl�t� WN � ` OAw_ �` --- - --- --T. _._ REOUIREME1NT5 WERE EMPLOYEW�fv <. IN THF 1 5i�` N OF THE RUCTURE. V--- tU 24' 0,14, - BASIC WIND SPEED : (fir SECOND GUST) 124 -MPH. r - BUiLDING CATEGORY i ENCLOSED. • EX15TINGk--2x PT, TRIM - IMPORTANCE FACTaR I:00 . ; /p�9�C7 ifi 4TLa' [/�w�_ INTERNAL PRESSURE C Li WIND EXPOSURE D EFF'ICIEN +T- O O.IS 0'-0' ._..E.I..N._ 15_H_...___.FLOO. R_.-(4T_G-.H....�EX_.1_5T_)_ DESIGN PRESSURE (WORST CASE CONUfiTION). C 1 4pE ~ ` - COMPONENTS 8i CLADDING +25.9 PSF -34.7 PSF I ..._�, I�a,�i��' �A; 5II.�INCx ON eUiW_i�INC1r iLt!�;AA�' �` .��.,..�.,.. , (VAPOR l ARRI R) OVMP, VIC,' O&B. EXT.(MATH EX15T.) L �a�4�AT►-all tom., ___.. C THE 'FOLr�.c: WINI(S UN150" FU 1WrrY DI:5TRIBUTED LIVE" OAD6 WERE TODD� EMPLOYED IN T"HE r-,,E•5iGN Or- THI3 STRUCTURE- .' U1-4- 4` (11E "Y EXIST)3T-0 (ADDITICN) ROOF 20* SO. FT. _ FLOOR : 40* / SCI. FT. C,4L A$ NOTED, EN(,1 ,EERING- ` till i I inti ! =. Sttshrke, PhD,. F'.L_ #O2 L/A � . Stag' cF Florida PE 11' 644ESCALE ; 114 11-0' 1221 �"� Winter Arden, FL 34161 l .O 6 � I I I I I I � I . I I I � I - � . I I I I I I , I i I I � I I I I � I . � I I i , I I . I I � I : � . I 1, I - I I I I T � . � � I � . I I - I I , I � � - I I , I . I I � I I � I I I I I � r � - -7 1 - , , � -- � I I I I � I . I I � I I - I I � I . � I I . I I � , . I , , -1 � I I I , � I , , I I , , . I I - . I I I � I . . I I : , , I - I I I I I I I � I , � . , � � I � I , � , , I I . I I I I I . 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