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HomeMy WebLinkAbout122 Mayfair Ct (4)Permit#: 0S_ Job Address: \ Description of Work: V—Oo-'�- — VUS� Historic District: Zoning: CITY OF SANFORD PERMITy%,PPLICATION ;! Date: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: a Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Eagineer: Address: (Attach Proof ofnership & Legal Description) z�4o—wr Phone: State License Number: Contact Person: Phone: Phone: Fax: 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. 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 di cts, state agencies, or federal agencies. Acceptance of pemut is verification that I will notify the owner of the property of th Montact, en FS 713. Signature of Owner/Agent Date r rer AgentDate Print Owner/Agent's Name /ri_nt Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: +_i NTON IviY Gf;'oii'n# DD 188491 + � n EXPi�S: February 25, 2007 Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) SCI I LV I UVI Toa chord 2x4 SP 42 Bo't chord ?-:4 SP #2 Webs 2x4 SP #3 OeFlection meets L/240 live and L/180 total load. -4 P-ERMIT - 16 8" ("E OFFIA 12 5 0 4 3X 0 2X 3X L 3X5 =1s �— 33' 4 ' Rv=14644 FU 3 3# W=8' 33'4" IniJ UwV lu.-- 11VYU1 1LU-0—U11-ItIVJ1UINJJJUOI-I11.ICU OI IMUJO 1-IfR. 120 mph wind, 12.09 Ft mean hggt, ASCE 7-98, CLOSED bldgg, Located anywhere in roof, CRT II, EXP B, wind TC OL=5.0 psF, wind BC OL=5.0 psF. Roof overhang supports 2.00 psF soFFit load. X5 3X5CIO X4 CD 3X5('I" � N.� Rv=1464# U=39�# 'W=8 Ln APR.,,0 4 2005 #1 8243 DESC. = A SEO = 23869 FLT. TYP.-WAVE TPI1995(STD) OTY= 4 TOTAL= 4 REV. 7.00.0130.15 SCALE =0.1875 *WARNING*r TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHb BY TPI (TRUSS L n r 2 0 . O p s r R E F 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL ., SUITESON PLATE INSTITUTE, 563 D'ONOFRIO ORSE AMERICA LN W ER EUNLESSIOTHERl1I �TOPI SSHALL LYOATTRCHEDFSTRUCTURHL MINGP(1 � l L r 10 • OI�Sf DATE 04-0q-2005 CHORDOR TTHESEFUNHIONS SEOIND[L(ATED, HRVETPROPERCE SHALL HAVE A PROPERLY �'�l\'rYl Fh"<'G PANELS AND BOTTOM CHORD ATTACHED RIGID CEILING. — IMPORTANTs. FURNISH COPY OF THIS DESIGN TO INSTRLLATION CONTRACTOR. ALPINE ENGINEERED Fjl' yf�q:.,^P,, Bl D L 1 • O p S F D R W G PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO .��.��,^ ` A� BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING SHIPPING, INSTALLING A BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OFA SPEC, - 782�J h B C L L 0 0 s f NOS (NATIONAL DESIGN �� _ TOARE GRADE 440/60,(W)1( AND STEELCONAAPPLORPLAAPLATES EACHMADE GALVALPINE SITPI. FACE OF AND(,'UNLESS OTHERWISE `��",�'53 .Y�rfT`F 'e.t - TOT.LD. 40.0p, F ' D/A LEN. 330400 - ra LOCATED ON THIS DESIGN POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLRTES FOLLOWED BY (I) SHALL �aT'��p!II(?!;..���' DUR.FAC. 1 - BE PER RNNEX Ala OF TPI I-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES RCCEPTRNCE OF ���;�Fo'E(i�`��"�� PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ��'�1„1111110 .25 SPACING 24.0" - TYPE — co m n SUITABERITPERAND THISCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING RNSIETPI /Job - 1CzjU.J) re I er RenT / LU I oUr t(es ... / . UC Top chord 2x4 SP 42 Bot chord 2x4 SP 42 ,Webs 2x4 SP #3 All plates ore 2X4 except as noted. DeFlection meets L/240 live and L/180 total load. 16'8" IHIb UWU. r'HtPHHtU rHUPI L.UI'V'UItH 1NFU I (LUHUb 3 U I PIENS I UNS) SUbM I I ILU by IHUbb MPH. •. 120 mph wind, 12.09 Ft mean hggt, ASCE 7-98, CLOSED bldgq, Located anywhere in roof, CRT II, EXP 8, wind TC dL=5.0 psF, wind BC DL=5:0 psF. Roof overhang supports 2.00 psF soffit load. See DWGS A12015EC1103 & GBLLETIN1103 For more requirements.. 16'8" SX 12 4 � o _ 3X 3X5 C0 o � in co 3X5 ( 3X5 CAl) els S 3X 33 4 �NDie 3314.. Rv=88pIF U=100 If W=33.4..: _APR, 0 005 / .. #1,8,x;3 DESC. GE SEO = 23874 PLT. TYP.-WAVE TPI1995(STO) OTY= 1 TOTAL= 1 REV. 7.00.0130.15 SCALE =0.1875 ■aWARNINGrr TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HRNDLING, SHIPPING INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMRTION), PUBLISHt`0 BY TPI .(TRUSS t r LL 20. O p S f R E F PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) AND WTCR (WOOD TRUSS COUNCILOF ENTERPRISEFOR AFETY TO _ kOl-I�h iF - r DL 10 - OpSf DATE.- 04 -04-2005 - • OTHERW ISE INOICATEO,3 TOP SHALL HAVETICES PROPERLYOR TTHESEEFUNCTIONS. CHORDSATTACHEDFSTRUCTURAL RD LOFRTHIS VE A LTOAINSTRLLATIONDCONTRACTOR. AND OFURNOISHH IlMINGk �i�� ��\-(;�Ep'T)i/cq�(nfJ 10.OpSF a*IMPORTANT�0PANELS COPY DESIGN ALPINE ENGINEERED BC DL DRWG • PRODUCTS INC., SHALL NOT BE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD T4 TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & b ( yLq�•-' , ? J BC L O O L pS f BRACING OF TRUSSES. DESIGN CONFORMSWITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY RF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR (W,H/S/K) ASTM A653 GRADE APPLY PLATES FACE ? roe. STATE A � `'W�'^ F TOT. LD. 40.0 sF O/A LEN. 330400 _ - 40/60 (W,K/H,S) GALV. STEEL. TO EACH OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL ¢ %�T YL'A In N••' 4¢'� C BE .PER ANNEX A� OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES- ACCEPTANCE OFaP. " 1 DUR .FAC . J - PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING SPACING 24 . 0 " TYPE 0 b I DESIGNER PER ANSI/TPI 1 SEC. 2. GENERAL MOTES NOTAS-GENERALES Trusses are not marked in any way to identify Los trusses ro estan marcados de nincun modo que the frequent^,, or location of temporary bracing. identlfique Is frecuencia o localizac'on cie los arriostres Follow the recommendations for Dandling, (bracing) temporales. Use las recomendaciones de manejd, installing and temporary bracing of trusses. instalacion y arriostre tempoa[ de los trusses. Vea el bAdQ Refer to a St 1-03 ,y_de to Good Prac`iC- for E-andling, Installing & Bracinoof Metal Plate BCSI 1.03 , fa dBuenaGrath a Para I Ma .eio. Instala ion Connertd WoodTr Ick= for more detailed information. y Arrioatr de los Tr lac c .d= Madera onne,-adnc con elacas de Metaloara para mayor information: Truss Design Drawings may specify (ovations of Los dibujos de dis<_no de los trusses pueden especificar permanent bracing on individual compression las Iocalizaciones de los arriostres permanentes en los members. Refer Co the BCSI-B3 Summary miembros individuates en compresion. Vea la hoja resumen nSh=et - Web Member Permanent Rrarina/Web BCSI-83 para los arriostres Dorman' n` v r f nos de los Reinforcement for more information. All other miembroi sevum arios (w bc) para mayor information: El permanent bracing design is the responsibility resto de arriostres permanentes son la. responsabilidad del of the Building Designer. Disenador del Edifido.. Q The consequences of improper handling, installing and bracing may be a collapse of ,he structure, or - worse, serious personal injury or death. EI resultado de un manejo, instalacion y arriostre inadecuados, puede ser la caida de la estructura o l aun peor, muertos o heridos. Banding and truss plates have sharp edges. Wear gloveswhen handling and safety glasses when cutting banding Emoaques y placas de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HANDLING MANEJO i Allow no more No permita mas Ar Use special care in LJ than 3" of deflec- de 3 pulgadas de windy weather or tion for every 10' pandeo por sada 10 near pourer lines of span. pies de tramp. and airports. t0' - F'y 1e, I; i Gmaz. Pick up vertical Levante de la cuerda bundles at the superior los grupos top chord. ver6cales de trusses. - k-7 ONE WEEK OR LESS MORE THAN ONE WEEK / C P 0 �, .. Jt6sC'.w'f�ril I Bundles 5 0 ed on the around for one ' week or more Should be ra! ,a by blocking at b to 10' or. Lenter. -05 Ga011eies aimacerlados en la Cierra on, ung Samara. o cg's deber. ser elevados - )r b'. ves a ca•na S o' 0 blest 4� For !O J -term s:olcu_, cover bundles to pr- enC moiSItire caln but allow for venniaton.. Pere almacen-amiento por mayor tiemoo, ,.:bra 105 caquet 5para C evenlr au n=-nio derhumeaao Derd p rmiu vehtiiaci rn Sp tru! Utiiice cUidado especial en dias ventosos o cerca de cables electricos o de aeropuerfos. r7( Check banding Revise los empaques prior to moving antes de mover los bundles. Paquetes de trusses. Avoid lateral bending. — Evite la Flexion lateral. Q I inI „ I r I ®Do not store No almacene unb•aced bundles v=_-t;calmente los uprlc•t. t-.-SEes sueltos. n Dc no: scc. in -acene en uneven c ,.I c. = - ;_sL.cai. HAND ERECTION — LEVANTAMIENTO A MANO C7( Trusses 2n or _ - i r/ Trusses 30' or less, Support ' � less, c-�ppo 't at peak. II it ccz ter points, i. b } Levante e to � a i I Levante de R del pito los uart cos trusses de 20 II �` — II amo los II II pies on—mos. I .--I'I — 111LLL tru<ses de 30 f Trusses up to 20' Pies' 0 Menos Trusses up to 30' Irusses hasta 20' if Trusses hasty 30' HOISTING — LEVANTAMIENTO rj{ Hold each truss in portion with[^2 erection equipment until temporary bracing is.irstaile-! a LTJ truss is fastened to the bearinc Sostenga vada truss en pos?cion con la gr ua hasta que a! ardostre tempora; este insta!ado y truss asegurado en Ids s000r . 0 Do not lift trusses over 30'bythe meak, No levante delpito los trusses de mils de 30 pies. — Greater than30' Mas de 30 pies HOISTING RECOMMENDATIONS 6Y TRUSS SPAN /,t\ RECOMMENDACIONES DE LEVANTAMIENTO / \ POR LONGITUD DEL TRUSS Toe -i_ n . - Tagline Tagline '`Toe -in treader ba_.1/2. to 2/3 truss. length TRUSSES UP TO 60' TRUSSES HASTA 60' 60' of less \ . E - Approx. 1/2I - truss length TRUSSES UP TO 30' TRUSSES HASTA 30' Locate ISpreaderbar. Attach above orstiffback i0'o.c. I mil -height � - max. IE� I I Spreader bar 2'3 to 3/4 truss length Toy^line I TRUSSES I — UP TO AND OVER 60' TRUSSES HASTA Y S013RE 60' BRACING ARRIOSTRE Q Refer to BCSI BL$2jp a i_ 5 1cs Ins alta- CIjnanQ T�mpo�n n In o information. dcll \/--D I res6rnlnT ugs_5. F\ pr l y Ar _tee cLn _ora , . para ,a, ' _ ^ aci6n. ODO not walk on untraced truss?; Alm ar-Ine >_n trusses sueltos I1 L oca ground braces for i _ rect,y in all rowz, of ton c. ,—'o, -I IYC'eI nranmg. Coioque ,os arriostres de •I_ _. D:I . - truss dIr _r.,,a Una ,._ F c flias oe Brace Z 'ss well before ,ion of IIII adolCbrcZ ., JsseS � III t �I ilt!?tai; L LI Top Chord Temporary Latera! Bracing (TC i LE) min. A 01 PE:1!1, BRACING FOR THREE PLANES OF ROOF EL ARRIOSTRE EN TRES PLANES OE TECHO ZThis bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este m8-todo de arriostre as para todo trusses excepto trusses de cuerdas parafeias 3x2 y 4x2. J.) TOP CHORD— CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Brace (TCTLB) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Has' a 30 Dies 10 pies maximo 30' to 45' 8' O.C. max. 30 a 45 Dies 8 pies maximo 45' to 60' 6' D.C. max. 45 a 60 pies 6 pies maximo 60' to 80` 4' O.C. maz. 60. a 80 pies* 4 pies maximo ,Consult a Professional Engineer for trusses longer than 60'. / 'Consulte a un ingeniero para trusses de mas de 60 pies. 7f See SCSI -52 for TCT! B options. Vea el .CS; -E2 para as opaones Refer to SC -B6 Gabip End Frame \} m '�— Len th —Y Max. Bow ldax oo.y 4 9 V a =I restimen Repeat dlaeona! braces. vP BCST-B6 - Arrioc¢g Rei to !os amoscres d�tS s terminal diagonaies. de nn tesoa.dQ.s. Ou;ref-P!l,mh. i Set first five trusses with spacer pieces, then add diagona!s. Repeat F1_1/4` 20.8' L� process on groups of four trusses until all trusses are set. 22.9' Instale los cinco pr'meros trusses con espadadores, luego Igs arriostr=_s 1-1/2" 2S0' diagonales. Repita este p,ocedimiento en nrupos de cuatro trusses 1-3/4" I 29.2' hastz qui todos los ,..,,.... .;.=n rstaladc_ ) BOTTOM CHORD — CUER'DA XNFERIOR BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALEi-AS 3x2 Y 4x2 Refer to BCSi-67 Maximum lateral brace spar'no Summary Sheet 10' o.c. for 3x2 chords _Temporary and ,5, 15' o.c. for 4x2 chords Diagonal braces Permanent Bring ��' oc every 15 truss for Par la !el Chord Trusses for more �` '' `% spaces (30' max.) information. Vea el r s' m n BCST-87 - AM.05 ` I temporal v ' I I I ;`• /`', , Qermanente de The end diagonal Lsr d' as brace for cantilevered I p,DQj2las para mayor trusses must be placed Lateral braces nformacion. on vertical webs in line 224x12' length lapped with the support. over two trusses. INSTALLING -- INSTALACION Tolerances for Out -of -plane. — Tolerancas para F_era-de-Plano. '�— Len th —Y Max. Bow ldax oo.y 4 9 Max. 'IHSS Length 3/S" I 12.5' Lj Mar.. Bow Length --}-I` Length 7/8" (�( tolerances for • I I D/50 I D (ft.} Ou;ref-P!l,mh. i TDleranciaspara ° 1/2" 2' F1_1/4` 20.8' FUera-de-Piomad'a. o ; Plumba,s, 22.9' f/bob 1-1/2" 2S0' 1-3/4" I 29.2' D/So rr x—�' I CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all bracing is securely Maximum Stacf Height and properly in place. for Materials on Trusses No proceda con la construction hasta que todos los a riostres Material Height (h) est_n colocados en forma apropiada y seg^Ura. Gypsum Board I 12" Plywood or OSB Do not exceed maximum stack Neigh s. Refer to 3i -pd Asphalt Shingles I 2 bP! S1�mmarL 5h t=COnS'-1 t2r�.Lsa..in for more information. !Concrete Block �h.,Q. ^!^ ceda !as n altuia- ecomcndadas. v -a e; "ectLm�,n Ciay ^rens til SCSLR4 asi ^t o_r, pa o mayor informacibn. Lateral braces 2x4x12' length lapped over two trusses. \\�.- � \ �\\� \� � I 1�.� � I , •�II/ �I �_;'\ \; /� i li\ ���I ® Do not overload small groups or single trusses. No sobrecargue pequenos grupos o trusses individuales. Place loads rn,^r a5 many „s's as pos !:IC Coloque las ragas sohre ^,os truss"; se. Dos'ble. Diagonal braces Position loads ovc,r load hearmnj :va.14 �j # �e every 10 VW's . • I - / �r spaces (20' max.) Coloque .as tarc:!s sNTrt las pared:rs tiny;• r c< -I 10'-15' max. ALTERATIONS—ALTERACIONES Some chord and web member, not shown for clarity. Q Refer to 6-UI_9$ Summa�Stu!rz�Da,mape ties j= M ifi i n an InSiior ""roes Vea e! Les 7eCSI_5�C>^5' >oS r4Ed�cOne.�eLjagbr�y�rrg�s_d�l_nstala lci:,. I WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Do not cut, alter, or drill any structural member of a truss unless - - Specifically permitted by the -truss Desior Drawin. ���\� No Corte, a'tere o permre ^morin miembro es:ruGu zl de !es trusses, a menos du _,,,__I „am, 1, _ ^i;ldo en el dibujo ie es`= �_..��,. p,.. \ ``��L ` del dls no def truss.�^ Web members,. '/ \ \ �� -ruses s that have ben overloaded during consruc-o o altered without tie Truss nrbr a o va_m y r Dt=uana�r limited war, ancy null and void. T usses que see n n sobrecaroado durante J2 co7stu aon o han sido alte'zdos sm una del raori ante de Trusses, oueden r__Lr e ehminara garart;z del Fzo''can; NOTE: i he Trust ManulaRurer and 'russ Desioner must re y en 1.ne X a th Co traRpr and Wne operator (!apt z pable to undertake the work They nave aoreed :o 0o on a particular projec TI -e Co tractor should seek any reoulred assts c I I� cgns«uction o ces from a competent Nnl. The methods and pros a im outlined are In[ended to ensure that the Nie a N P [ecnn oyes employed will put floor and roof trusses into p ace 5F;; . Thies, r° ommendat ons for ohandling,sure That the ,e i .,;- Dladorial braces fusses are Dazed upon me collect ve exxr:et<e of leagtng technical Derson el in the wood truss mdurry, but must, due to the na^p, - �� every 10 truss responsibiiilies involved, be presented only zs a GpeDE for use br a puaiined t?uiitling Desigeer or erection/instaliaron Corr,; actN :n,,, that that mese recommendations ro m:epr_:M as sur=no: to any oesgn specifcatien (provided by eider an Arcmtec;. t:�:•;: spaces i 2 �' maY..) the Building Designer, the Erecton!!rrarm,h contractor or o:h—se-) for handling, installing and bracing wood russas :an: I - 1 u -15' max.. net preclude the use of other equivalent mends for bracing anc pro cvq stability for the waits and columns as ma sz me spacing H r_^e•- me truss Erection/Inrallation Contractor Thus, me Viol Truss Coup, i a' America and the Truss Plate ins gte express, c ic! -' as bottom Chord resl—biliry for damages arising from the use. aociication; or reilaxe m are recommendations and infor.•naiion mm —v flet^:• �� latera! Some chord and rreb member, not shown for clarity./ \ bracing a DIAGONAL BRACING IS VERY IMPORTANT WOOD TRUSS COUNCIL OF AMERICA TRUSS PLATE INSTITUTE �f I One R?tA Center • 6300 Enterprise Lane •Madison, Wi 3371- 583 D'Ono(rio Drive "Madison, l\n, it'!: iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTEf a 608/274-4849- w.woedtruss.com 608/833-5900•www.tpins;or;; SIWARN31x17 031125 C_I_f.H—1 . W BRACE SUBST1TUISIl IT`S 1'iIIS ll1ElAf1; IS '1'0 IS SPI,C., FIED ON A 1311: UUSED4VIII�;N CONTINUOUS LATERAL. BRACING B N ALPINE 'TRUSS DESIGN BUT AN i, BRACING METHOD IS Dl SIR1!1D,. AL'I'L:I2NA1'IV>E 1IJ1sB NOTrS THIS D13'PAIL IS ONLY APPLICABLE 'FOR CHANGING CI R SII0'WN ON SINGLE PLY S.L/ALli.D DI!; I'I1E SP LCII IED BRACING, SIGNS TO 9'—BRACING OR SCAB AI 11'IiNA'1'1V.E B1:2AC1`NG M "ECIII'IED' INCHARTBEL04P MAYB]! C0NSI?12VA'I'IVE. G'OIt MINIMUM AIlERNATlVjC , BRACING, RE—RUN llI;SIGN WITHAPPROPRIATE,BRACING. WED ImEMB[R --- SPL CIII'ILD CLI3 ---- — SI%L% BRACING AL'I'IRNATIVIs BR ----- 2X3 OR 2X4 T OR=�E SCAB 13RACL 2X3 OR 1 8041` 2 ROWS 2X4 1-2X4 _-- 2XG-- 2X6 --2X 2-2Xl 2X6 i R0W 2 ROWS -- -- 1--2X6 _ 2X8 —�— 2XG 2-2X4(*) 2-2X4(*)ROW 2 2 Ro1vS 2X6 — 1-2xo -- 2X6 2-2X6(*) 1'-13Rr1C l , L—BRACT, OR B1 1 J ER 'I'CIAN 14'793 L;NGIN) AND SG/\13 L31�AC11 MIA4I31i:R UNI'I;SS 'I'0 BE S Albfl SI I CIES AND GRADE l_,F2'S SEAL D DESIGN. SPECIPII'%D O'lIII RUSE ON (*) CENTER SCAB FACCE 01' WEB. ON WIDE FACIE OF' 4VL'll. APPLY (1) SCAB 'I'0 EACH T—B- RACING 01 L---19RACING: APPLY TO TITHER SIDE OF WL;B NARROW PACE ATTACI-I WITH 16d NAILS AT G'" O.0 13RACls' IS A MINIMUM 807 OP 4YE13 MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEI3, NO MORE THAN (1) SCAB PER PACE. ATTACH WI1'1-I 10d OR .128"x3" GUN NAILS AT 6" O.C. BRACE IS A 'MINIMUM 80i OP' WL,B MEMBER LENCTI-1 SCAB T—BRACE L—BRACE !- \/nPN111C TRUSSES F,EOUIRF. 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A12015EC11031 A11015EC1103, A10015FC1103, A00515EC1103 A13030P;C1103, A12030F;C1103, A11030EC1103. 01'%CS10S. A005301?Cl]03 SBCCI CADLI Dlsl'AIL DRAWINGS A1003 S11015EN110;3, Sa0015EN'110;3, S110301i:N1103; 509015EN1103, 5000I5VNIlO1, 507015ENI103 510030I:N1103, S09030I;:N1103, S00030EN1103, S07030EN1103 Sl�;ls APPROPRIATE AL,PINI; GABLE DETAIL (ASCE' OR SBCCI VBRTWIND ALLOAD) I'OR t,4AXIMUif UNREINFORCJ?D GABIX \+ER'I'ICAL LENC'I•i-( 'nWARh11NG:�sx l'RUSSES RE Pl11RE EXi'REPIE CARE IfJ FA BRACING. REFER 1'Ll I1CSI 1-03 (I)11I1.UIN(i (' 6 DRICg7IN PLATE INSI'ITU'I'E, SG3 Il' .0 IPCIIJFPI7 G, IJANDUIJG, SVIIPPIhIG, IPISTALI,. ING AN OF AIdERIL'A, C1IJOFRID DR., SHITE 200, hi SAFETY IPIFI7P.IfATIOPU, Pl1ULIS1IED ! fIJESE Fllhl• 6300 EIJTERPI2ISE LM, hIAl11 SC7pI, Wj ADISI:II•I, 4/I. 53719) AIJII BY TPI t1RUSS I CTII:IPIS, UNLESS UfI1ERWIgF 53719) FI7R SAFE 1'Y 1A1CA (F/l7(ID TRCISS COUNCIL S'I'RUCTl1RAL PAIJE'LS IWDICATED, TOP CIIGRU PRACTICCS PRIOR TU PERF0RNIlJG 7.ALPINE TACHE DRGICElL ING.(.(-LEU ' 01ZTANT"�FUP,IJISII COPY OF THIS llESIGN 7(1 IEf;.( ERF:U PRf.I1R1CTS, INCSMAL'11THIS UE SIGN) AMY FAILURE TU YAFP11 OR FAURICATIMG, IJAhII)L11JG, SNIPPING, INSTALLING E, URACIN(i OF ANO7RUSSk: S, DESIGN CC1JFURI1S WITM gPpLICA ULE PROVISIONS CIF MI1S (NATIONAL INSTALLING t SPEC, 40 AO W 11S TPI. ALPINE CONNECTOR PLATES AI?E MADE OF 20/If?/(GGA (NOS (N T gSTM DFS3 GRAB f 40/60 WK/11S) GAL V, STEEa, APPLY PLATES TO FACH FACE OF TRUSS AMD, (1NLESS CI1"MERWISE .PINEMPANO[EACRED PRODUCTS,INC. 171J 11115 DESIGN, PoSITIDN PER DRAWINGS 160A -Z. ANY INSPECT T fJF PLATE$ /S ) AEU 1 j POMPANO REACH, FLORIDA PRUFESSICINAL EMCi1WE6:RING RESP>(:IIJS11i I1_ITY STEAL ,f 11 TbIE TRUSS CUIJ� E [[ UE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL UPI 1'I IIS FCC [ IIJG LIJCATI'U DUITAI)II_ITY ANI)INU(CATES gCCEPII>NCE (U SMALL DESIGNER, PER ANSI/TDF (ISE THIS CI:INPONENT FCIR AI f IIPIENT E OF PI I SEC, 2. JY BlliL OMG IS THE R 1. ISfBILTTYEOF SHOWN. TPI£ ESP"Ih THE DUII_I111JG re t MAX B UI — �AX S ?ACING 2XG ".I'.' I2EINF'ORCING 2X4 "'!"' hf13M13FI12 REfNF.. 'ING MEMBER TOENAIL / TOENAIL TO CONVERT PROM "I '1'0 ( M CJL'1'IPL.Y "'T ° I'AC•1'OR BY LENC EI (DOSEIN ONI "Li..FRR VER'T'ICAL SYL.CIE'9i GRADE AND SPACING 8012 2X4 "1:' DRnCE, GROUP A, OBTAINED PROM '1'1-IL1) I APPROPRIATE ALPINE GABLE DI. AIL F'OIZ ASCI,' 012. SDCCI 1VIND LOAD. MAXIMUM ALLOIYA13LE "I•" RE1Nl'ORCEU GAGIld9 VL:12'1'ICAL LCl;NC1'FI LS 14,' rROM TOP TO DO'f"1`OM CLIOIZD. VEE LENGTH INCREASE W/ "T" BRAC1; FAND {1)12zz 100 MPH ' Axl s r•r -----_ 10 % >xs 30 15 r 2x670 '/,— no 1IPhi <1(i �x4 _ 30 F'f 1D % O All>r,I71 10 7 50 X 15 10 --=— G13LLLTIN1.103 _2x6 10 NIPI-I 2x4: -- -___ 2G %% 30 o F.h X10 MI>11 _?x4 ?0 [70 5 11"C 20 A4PI1 ----� -_._ 2x4 70 1 2�-- 20 10 EXAMPLE: — - ASCE WIND SPEED = 100 MEAN ROOF NEIGII'1' = 30 P'1' GABLE Vl;fi'11CAL = 2,1" O.C. 1 SP /(3 '"' REINFORCING WEMBER SIZE = BRACBRACEINCRliASE (FROM A1302X4.VE') _ 'IO% (1) 2X'1 "L" BRACE LENC.pFl g' 7 _' 1.10 MAXIMUM "•!"• REINFORCED GABLE VER'T'ICAL ----�—. 1.10 x G' 7" = 7' 3., LENG'I'll Cl?:S DRJ\R'.TNGS GA.B9811.7 £176,719 & I (7G)J'I (1035 -_._. IN— V];; -- RT DATE 01/16/04 — llR41TG --=— G13LLLTIN1.103 —l3raG DLJ/ICA1Z 60 PSI+' AN 24.011 y- DETAIL A PICrCyBAC K 1 TIIC .CA" ll9 111(CAW Ari6 ACCt(PT�LR POR TIiI 6Y1(1!)Wr)!0 iUtJb CONDfT10NS: 00 1(1'fi wDID, j0.00 PT N T tfCT. LOCATED ANYW1(CRf3 TN Root, Oy $ASCI 7-93, (IASED r)l DC, CAT L U), C, WIND TO DL. 1 4 PR011 COA3i, UD UPIf )RIND, 00.160 FT KRA 5.O ASP. )INID RC 0[z6,(1 Pgp, )MOLO.`Sn JILDt , CA CA?ED N tiCC, FIC, — Yf(NU fi+.", 11116,0 9P, A)fYN71Ck: DT VnOp P WIND Be OLv5.0 rsH- 12 ULTAIL B DETAIL c FIR CI )m, if CAP It T0RNAILCD TO ALL TOP cNc3ftO (e trAcl}j(,'K1711 (2) IOd COlfIfON (UJ4i`z9') NAlls. C" )IAI.62" !(I1f RI.fD S{it(A7111Nq DYCRLAP Yrr'!H ad COIIS/ON (x.151 "x2.6"1 f1R L9 if? OVgR(Ap .ZONB SPACED AT 4" O.C. PLAT S(1P CI(ORD <s 20' P'I.AT 7C BnACIN . NRUED D"1(.Ffy1 ItA pgtHS11. - E Saj,SIl~llfp 9)C(Aj11lyr ANOLIx4M111 Yl µ.�jN 1j,�yb w viz-t�j(D YY I STALL PI lis Pt A1C IHS IIYtiT[, ?lG 1"4 PAIDR IU All(CCA11tIG D0 . ry lfr SV(1C 2"`, AA111SRI, VL 3:Y71 )I (AL PA CL Uq_ISS Cl(1CRV(SC JIM( ?A1r,V Y{3AI'C TT PRACT1tCS' P1tAPC'.RIY `I. ILSIEO ftIWC Lp pL PAIYLf RID. ult rlW C417xp. tlNlL f1 J), A PROPCRLY.ATTA('t C4111- 114h. 1MPpp IANI.. IUAHISH A C C13PCALI W_L NAVE. AIPiNC CNGIIIC Arl) 1 110LCR ItK. '.il Df'1' CY 11UT LCtI[N Tb INC INSrALLA (pJ �D RIGID 41 , At(Y rA1LUF>: III �- tmr pL W.SPf14MIX full AI/Y DCV TI(1VTf 1(p MIS �� IWIILIt1G, UIIPPII[;, PITIALLtNG r�Np1hRM111,4 St7_C7LIrCItxA1S:C VIIII TP ), DR fAtlRICAI IND, PROV1SI is (If NDS 01AY1(D1 rWlSSC5, (`'C$1(iN ((116IAKS 1/1111, PAPCR.AS311CIA Y)ul11) ANO T17 rWCCI'C'""0q Tl0IR PN�LS IF X"ATIA[, KIi, CAGA IgESI AASYCCI:. " 1xCCPw w1 lip lCO, APPLY CT1f:mALOIS 10 CAOI rACC CYI 1-L S.AWB, Ulicss " GAVISC LOCASED ill nlCf SIEfICi+, PpS(110,1 Cp11NCC rbRi PGl IMAV (NGY 16p A- ACCCPllo- TANCC Of Pt((YCSSI(Iti L EyGj [[AII.Q RLSPOH 160 A TY Dire :Ar all 11pf ifi UNWI fN G'C4f Cc . DCf IW SlgV14, _. INE skfI I . ,. C{! PITIGRb ©)RACIIIG WITH (2) 10,T.l(9QAI 01(A(0, 8'X9' NA(IS AND BECORCD YnT1( 2X9 AO ;CRADH SCAB (I (0'1 ONLY] A'I'TACI(ro WI'T(1 ]Od CObI110N NAILS AT 4` O. C, IP CNOAD CAP_Tn0S9 TOKrIA1LKD TO 70P CHORD IINACPlAr 1IC A C 5+,1CURER V17f( 51(B TR(ROX " PACE) AT KACH <, 90' 1/9 I OI(" L'ND .AND CfRCIi;(] NUILDBR INDICATES fipQtfCRED 1)V1[f1CR OF 1""" K 1-375" RArLs'OR E U PHR;PLY.TI99tL URAi17N. .160 rl F H THUfAXCE INFORILADN. _ (4} b,( M11UMI NAYS 8 K 6* X f/k' RATED SI1HATt((NG (()3SHT5 (CAC)( VACB) 1(AY BE USED Rt (dF,V OF TfJVW)( I'1.ltES, ATY'AC(( WITH (6j fiat CamidO)( NAII.9 PER C1f93CP, (4) 1N CAP BC (MU (q) THIS- i) AXv n, 1N RASE TRUSSPLAT TC. RL`PLACES bRAW11.C3 5111,670 �., ............ .6c fJ131,8t30 7C LL f'SF REF PICCYI3AC,{ UL L'. ff`C,,� V �I�� PS DATE 06/25/99 VC RL x l 'lez4n 1 ! I_? i PS DR�/G P1CBKCj(A0699 BQ 'LL ', '" R> i( f5Sr ENG DI,J/KAI? _ _r _F7 . WAX E3.0 PSF llUR,FAC. Ilcl� ],75 PACING 2,{.O' 8?_43 c �MJI i I 6 s I r I REPLACE RIDGE VENT j I I i RIDGE LINE I ; i I I � - - - - RIDGE LINE - - - - i� cn ^ D o' I ~ J Q a_ i - - J ! L u < I I I I i GVV` = -LOOPS, LV STAIRS, MulLulIVV '.,VUC w; LV'JJ- EALCONY = 40 PSF FILE "2903 n U SHINGLE ROOFING IF T—BRACE BY TYP. ROOFING 15 " FELT TRUSS MANUFACTURER 1 /2' CDX PLYWOOD or 7/16' OSB SHEATHING FACIA 2x4' X—BRACE O 96" O:END C ZV HURRICANE STRAP w/ (2) 12d NAILS EAALUMINUM SEE FRAMING PLANS R-19 MIN. INSULATION VENTED SOFFIT \2X4 BLOCKING @ 48." OSIDING IST (2) TRUSS BAYS (2) 2d NAILS EACH END FACIA\ -1 /2" DRYWALL W/DRIP EDGE 8" CONC. U—BLOCK BOND BEAM. VENTED SOFFIT 1 #5 BAR MIN 25" LAP EXISTING WALL 'F[\\\PRE CAST HEADER WALL SECTION FRAMING NOTES: 1. ALL LUMBER TO BE SOUTHERN YELLOW PINE #2 OR SPRUCE #2, MAXM.C. OF 19% EXTERIOR LUMBER AND IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2. ALL BOLTS TO BE GALVANIZED ASTM A307 MINIMUM 3. EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF 1707.4.2 OF THE FLORIDA BUILDING CODE 2001 EDITION 1707.4.2 EXTERIOR WINDOWS AND GLASS DOORS 1707.4.2.1 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS— ANSI /AAMA/NWWDA 101/IS2 2/97 CONSTRUCTION TYPE: VI UNPROTECTED BASIC WIND SPEED = 120 MPH WIND IMPORTANCE FACTOR = i.0 WIND EXPOSURE = CATEGORY B INTERNAL PRESSURE COEFF.= .i8 COMPONENTS AND CLADDING (+ 25.9 / —34.7 p.s.f.) DESIGN REQUIREMENTS LIVE LOADS ROOF = 20 PSF FLOORS, STAIRS, BALCONY = 40 PSF NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE 120 M.P.H. WIND REQUIREMENTS OF SEC. 1605 OF THE 2001 FLORIDA BUILDING CODE w/ 2003 REVISIONS 55 ��—Toa6 X8 PL ATE ®E TUSS 16 W O.C. 1/2" GYP. BOARD CEILING NAILED W/ 5d COOLERS0 8' O.C. MAX. 2X8 P.T. PL. ANCHOR Xli� 8" CMU TO BLOCK W/ 1/2" A307 AB W/ 2" WASHERS @ 48" O.C. —� GABLE END CONNECTION BLOCK I' ROOF EDGE O O O O4 RIDE 2 O O 4'-D' 41-01 I ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN -,18 GUN NAILS ZONE I EDGES @ TRUSSES 6' O,C. AND INTERMEDIATE TRUSSES 12' D.C. ZDNE 2 EDGES @ TRUSSES 6' O,G AND INTERMEDIATE TRUSSES 6'[1,C, ZDNE 3 EDGES @ TRUSSES 6' D.C. AND INTERMEDIATE TRUSSES 6'0f. TOP CHORD BLOCKING P 4'-0' D.C. PAX. GABLE RDP." ED` IN FIRST 2 FRAMING SPACES B EA. END RODE SHEATHING, \ BUILDING '..IDTH BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING APR 4` 8:1009 #,1324.3 SCALE: N.T.S. ZULAUF RESIDENCE t� STRUCTURAL PLAN SERVICE AL PROPOSED ROOF RLEPAIR 122 MAYFAIR COURT SFS 531 South S.R. 434 Suite 2001 Ken Ehlers P.E. Altamonte Sprinas, FL 32714 SANFORD, FLORIDA Phone (407) 285-8155 stole certified r uit 3 fox (407) 295-8141 531 South S.R. 434 Suite %001 Altamonte Springs, 'FL 32714 FILE X2903 ' . A 2