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Permits Folder 371-373 4th Street-~ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, Ft 32233 - Tet. (904) 247-5826 ROOFING PERMIT _ _ _ - -- _ - - PERMIT INFQRMATi4N -_" - ---- - _ -- L4CATtON INFORMATION 371 FOURTH STREET & 373 >ermit Number 24200 Address: ATLANTIC BEACH, FL 32233 Permit Type: - RE-ROOF Township: Range: Book: Class of Work: Proposed Use: NEW SINGLE FAMILY Lot(s): Block: Section: ATLANTIC BEACH Square Feet• Subdivision: Parcel Number: Est. Value: Improv Cost: 2,400.00 OWNER INFORMATION Date Issued- 6/04/2002 Name: DENAZRRIA, WAYNE Address: 371-373 FOURTH STREET Total Fees: • 38.00 00 38 -- ~ ATLANTIC BEACH, FL 32233 Amount Paid Date Paid: . 6/04!2002 ~ _,~__~ __ ~_ ~ PIn 47-0229 Work Desc:_REROOF • ~ ~ --_ .-~- - _ _ _ -_ --- ~- ~.. ~ ~P TION FEES - .-_- CONTRALTO u - , _---_ 38.00 ` ALL SOUTH ROOFING CO ~'°~. - ~ ~~'" ~~ I F ,~~ ~~. a '~° Y I` k ~~ 4 sir :alT~''~ .~4 { ' t M1 ~{~v~ y *'~ .fr ; t~ 'V. ..In l 'Y.w~ - ~ - ~~ J~ I ~ •, ~~~ f- ~~ ~~..~_~ NOTICE - tN EGTIONSrt ~~'~~t= RECtU>=STED AT LEAST 24 HOUR REAR TQ ~ SPECTION ~ ,, ~ f • _ - ._ __ _ i BUILDING MATERIAL, FZ ESN ,~#i+if7 i~~~F! T#~I~ tNOR1~MU~T ~ ~ BE PlAClF3 PUBLIC SPACE, AND MUST BE CLEARED UP A +ULE~A : Ti=1ER CU~€'T b NEF~ "FAILURE TO~ COMPLY Wt ~ ~ • ~R E~N ~ '' ~~ESULT [N -THE PROPERTY OWNER PAYiN~G~~ ~ ~ 1' ~ ~ TS" - ~ ISSUED ACCORDING TO APPROVED PLANS WHICH AR~`I'ART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,: . i OF A' Q ,~S i ~ wig $136.AA CITY OF. ATLA,'`TTIC BEACH PER3riIT .CALCULATION SHEET ^a-- Address ~~3 °` ~ ~" ~ Y~ l.c.kG~ tr Date (~~~ I t~ 'L- Heated Square Footage ~ per sq ft = $ Garage/Shed @ per sq ft = $ .Carport/Porch $ per sq ft = $ Deck @ .$ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ ~ Q~~~ Tp~©~ `luation 1st $ T~~J $ ~C9,o ~ R[[emaining Value $~. per thousand- or portion thereof .. TOTAL BUILDING FEE $ 2S + 1/2 Filing Fee $ ~ ( ) Fireplaces @ $15.00. $ Q ~c.~ .BUILDING PERMIT FEE $ 3S- WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ ` SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .005.0 $ -OTHER $ O~ ,GRAND TGTAL DUE $ ADDITIONAL PERMITS OR FEES : I~,echani caI Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: r~L` . c f _. %" ~ { .' ~. ~ S1 ~ J -. ~f vf~' City of Atlantic Beach • 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • FAX (904) 247-5805 • http://www/ci.atlantic-beach.fl.us PERMIT APPLICATION FOR ROOFING JOB LOCATION ~ ~ ~ 3 ~ ~ /i"-U cr 2-f--~ y OWNER OF PROPERTYLlJ a-~-i 1 ~ ~ e oy ~ Z le R 1 ~ PHONE # ~ ~ 2 - O 2 2 °I CONTRACTOR r / ~7 CONTRACTOR ADDRESS ~t ~ G~ ~P 6~'~T-5 ~~ ~' l/f S o ~J ,~ ~ l l `~ ~ ~ G /C c C`~ /''~ ZIP ~ Z ~ S'' C~ CONTRACTORS LICENSE NO. OL ~ ~' ~ ZZ ~ ~~ PHONE # lid ~^ ~~ /`~ ~ ~ ~ 3 SCOPE OF WORK {'I/( D DECK SLOPE GREATER THAN 2:12 LESS THAN 2:12 ACTUAL ~1 ~ ~ VALUATION OF WORK $ o~ ~ ~ 0 °`~ PRODUCT NAME & MATERIAL - TO BE USED % re Y3-~- t9 Q~ c ~~~ ASTM DESIGNATION(S) REQUIRED INSPECTIONS SHEATHING FINAL LIBILITY INSURANCE POLICY SUPPLIED ~~`YES NO WORKERS COMP. POLICY SUPPLIED " YES NO CONTRACTOR LICENSE SUPPLIED t/ YES NO OCCUPATIONAL LICENSE SUPPLIED ~ YES NO SIGNATURE OF OWNER SIGNATURE OF CONTR SWORN TO & SUBSCRIBED BEFORE ME THIS ~ DAY AS TO OWNER JAME5 T. BECC Y PUBLI Mr GOMMJSSION ~ C~ i ~i`or EXPIRES OCT 2f, , ~ AS TO CONT T FDA ^ov~~aE~oTr~fJT Y P~~T,I~ OF ~ 200 Z c-_. FILE No.069 U6i04 '02 11 09 ID~GULFSIDE 8b,~~ u;gg;~ ln£oPress FAX~9043879022 RAGE 1 9e438?98Z2 CcrtuinTted >P~s~ ~ Product Prode~tUsr. FLINTLASTIC GMS is designed for use a, a roofing membrar~ over various types Description ~ substrate' for both new construction and re•raofirg installatiOnS, It is suitoblo for both tow and medium sloped roof decks and may be used for roof system tlasf+ings includir-g wap treatments, base flashirgs and field flashirtgs, Lirni~ads: FI_INTLASTIC GMS is intended for hat asphalt application or approved cold process adhesives. Rolls should be stored otf ground, completely protected against weather. Roof decks ~~ shall be structurally sound, dry, smooth and meet or exceed minimum requirements of the Q~ deck manufacturer, IOCai code and CertainTeed. Addiiianal specifications and precautions are contained in the CertainTeed Commercial Systems Specifications Manual. ~~ ~ ProducYComposition add fp~rrs: FLIMTLASTIC Moditied Bitumen products are manufactured dedicated Modified Bitumen roofing lines that were exclusi 1 designed on state~f-the-art ~ ~ . , once, for the production of these products. FLiNTLASTIC GMS is~ ~ ~lN 13 d non-woven poyester mat which is impregnated and coabad ,,, ~ - ~ BUI DI fl Bitumen compound. ~'NTLA~'rjC GM5 JUN 0 4 2002 . ~ Siu: 39s/is" X 34'2` - ~, Covtpg®": One square ~ ~,. (-Whop epptkG ~eeoraln to ~ cenunWw;spcclrlcnUan) gy; l Approxra-ats Weight 100 Ibs./per roll (.89 Iln./sq.ft.) Top Surkres: Mineral Granule Back Surlaer, Light Sand finish, release agent Rpplirab/e Standards; FI,INTLASTIC GMS is approved by Underwriters Laboratories for u~c in various Class A, B, and C roof assemblies with aggregate and other types of optimal surfacirtgs, by SBCCI (N9401A), bi' ICBO (86R4@87), by Factory Mutual 1J.1.3Y8AI.AM) and by Dade County (Protoco)s 97.0520.01-.06 and 97.0521.04). Consult CertainTeed, UL, SBCCI, ICBO, F.M. or Dade County for details. Meets ASTM D6164, Grade G, Type I and Canadian General Standards. Teebnicai 113adiPiad rYftum®n C~rrg: Non~oxidized;Flux) asphalt blended with various styrenE-butadienae D8t8 styrene pory-propglene polymers. Support Mat: High performance, puncture and tear resistant non-woven pdyester mat. Est Deecri 'en z~, M~ e~ gesula` Softening Point: ASTM D-36 260°F Tensile Strength. ASTM p-Si47 ®•73.4 +/_ 3.6°F MD/XD 94f70 lbs./in. ®0'hJ.3.6°F MO/XD 128!109 lbs./in. Elongation: ASTM D-5147 Q- 73.4 *!- 3.6°F MD/)(D 64%174% ~ 0 r/- 3.6^F MD/XO 48'D%/62~ Dimensional Stability; ASTM D-51a7 MDIXD 0.5°k/0,3~ Low Temperaturo Fleas ASTM D-5147 Pass ~ -20°F Compound Stability: ASTM 0-5147 250'F Thickness: ASTM D-5147 4,Omm `NOTE: PuhlifhCd results are nombw) prerducti0n Ya j~~~ T~~,~,,~y ~~. JOBSlTE COPY fL/NTLASTIC~ ~M~"" • SBS Modified Bitumen Rol! Raafing Products __--,'" I ~`' ~!' ~f~_}~.t~w~ ~.~:r.~"~' u~= ~"ri^F~ra-rz~ a;i~whi~t'"f ci~i~.t:i{:~ ~ ~t~t~c~ :c F~t_ z iv~.~t r~~r ~ ~f~`r ~ car:! ~~1~~ ~ t... ~a ~: ivy' # ~~ ~ ~. ~. (:~C)!"!}'=LAINI" ~i~'TL_: ~~'~,/r?'.:~i:'a:'.~, f~wSTt~P.iEI} DC=_P"!"r~:~l't~: ~€::y i:y~:~ G t~3 NI ~' {... Fti ~. r~ C "i' 3: r`'i ~. s ~. 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WC)(J(._1:i I-a~"~!:'t~_ "I"1~-ITs:?, CwC]F?I:;E~~u.1..EL7gHE= l~A'J~. i''1i~: (' CC:1{"tE'L..;.r'~r':fCEe E'{~f'i3:~~;:::;It~tt'•s i'CJ ~r:l`~:F'fwC::°i" 6='i~•.C_')~tTf~±."'r'."i`P'itr:l~'E::: I'::. i='i i::±Jt'1F'l:)~`!" ~1L.L :!: t':t (tE=~'_'~~' CF" F?t~(~7PF:l~i'T`~` :[".` t~(:)f:.#.~3 r•1C7T ~:)~3rl:~l":t"!°(.S'T'!:w ~; ~1:C(~~t..ral`:L`7t;d 3: =:;F'C3k::1: _!_C"i E'~.%i~1 r`jljr-~t):!~! t:3lV ~,_.r°~_..''~u 1~::(~~~bt•EE~ Fi(:3F'~l~:E:I:i l`f":j ~aF~:C•=1LF~~F~~i1._ rkat3"f~..;:;~ '~ Hi=it:'1= `i"{..~lE'~ C;l.3i"iF'(::3r:il" i'Tl_f'w I"t!n"t"I(:1!:'CLi r~hJl~t l"I~i~l-•E ^i=~.C:fi='E=1z.f._'t' t'l_f~r: E i:~ r=~r'i° ;/ 1.11: L.. I:) ;~: tai C-; (~: l.i F ~~: 11329 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH ----- PERMIT INFfJRMATiON ------ Permit Number: 11329 Permit Type; FLUMBINf3 'lass rsf Work; ALTERATION CranS t r . Type : WOAD FRAME Proposed Use: SINGLE FAMILY Dwellings: 1 Cade: 0 EstimatEa Value: s4.o4 Irnpro~r . Cast ; ~~ . 00 Total Fees; 525.00 Amount rB~-id s 525.0a Dati~ P~9,di,,'` 1~18/9H Work D~t~c ...; 3t~~~LA~~`~~$ATHTUB Dame : QT~~ 5~~; Adc~'~~~~: , ~~?~ x ~~ STREET A'~.i.ANTT:C BEACH , FLORIDA ,:32~ Ph~na. ~,9A4}3~~ ~:~56 ---Namef. C~l~`'I'itACT.; INP'4R,MAT~ON ----- . S . A: P ~T,ISMBINQ ~O. ;. Adclres~: P. C':~ B0~ ~1~631 =',. ~._ -r ~A~ri~,tV~L'L"E''; "zFL ~ ~~ ~~.., ._ . License: CFCbI,9~95 Type: 3 NOTES: ----_---.LOCATION INFORMATION ---_---- Address: .371 FOURTH STREET ATLANTIC BEACH, FLORIDA 32233 -~--------- LEt3AL DESCRIPTION --------- Lot: Block' Section: Township. RN~3: 0 Subdivision: ATLANTIC BEACH --- ---- APPLTCATTON P'EEB ----- PERMIT 525.Oa WATER IMPACT FEE 54.00 3 3 SE'~.i,,, I MPAC'~-= FEE $ 0 . 0 C~ ,.. ~.WA~'LR : METE>2~TAP .._ $~ ~,~_ ~ t` 'RAf~~N GAS-fi ~JR . S . SO'.~.~~4w ~,,, -- RADON CAB 5~ 50.00 CAPITAL IMPROVE. $0.40 CROSS CaPiNECTION SO , as ~~ 5EC H IMPACT P'EE $0.00 CONST .aURCHARGE ~~~ "~~Q , 00 SCHARGEIATL . BCH~;- 50 ~.~~10 . „ . .. , ,u. ._ , , r,~~ J. NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPROVEMENTS" ISSUED AGCORDING TO APPROVED PLANS WHICH ARE PART OF7HIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF .LAW. _ _ _ _ _ ATLANTIC.BEACH BU DEPARTMENT Date: 1/18/96 Ol Rcpt: ~5~218 CFEGG5 00100443c'.c'lOt?0 By x r ..~ _,, :. ,' ti ,' .,. 4 .. ~. CITY HALL ATL ECH TEL hJo .:?~T~8Ci5 PJr_~'~u' 1c , 9~ 14 ~ 12 Pdo , G02 P .01 P ~j+ CITY OF ATLANTIC BEACH REPLICATION !OR PLUMBING PtR1~iIT ri i~ JOB LOCRT I ON : ~, ~ _ ~ ~ ,,1 ,_ ~/ ' Si „_, OWNlSR OF PROPtRTY : ~ „~ r.c ~' y fr~'~%S ,~~„~„_ ,,,,,_ BU I LD I !t0 CONTR.~ICTOR : „_,,, P LOMB I ItQ CONTRACTOR ~ _ - ~ ,~'-~ . ,~-~~~ --,~. h ~ 1-~, gt AND ADDRIt8l3: _ j v r~ Gy ~ 1 /Y'. ,I/ 1/u ~{ '~! ~yl-emu ~/_ ~ ~ C% ,1~~ TtLBPKONZ HUMBiR: .~5~ /~~ ~ {z .„~_ ,_,,,.~ 8TI1TE LICtNBE NO: „~„~ ~ Cam„ ~ _ TXPE OF HUILDINO: A2~ 5 : UCrI ~ % ~~ ~ ~ ~, TYPL OF WORK:~~.4ct~ !~~,~u ~_ KOM MANY OF THl~ FOLLOiiINO FIXTURtB INSTALLtD $IltRB ., , _~LAYRTORX „_ , I „_ , Bl-TB TU88 t11tYNALB CLOBi'PS FLOOR DRAINS SHOf~1SR8 ~IRTER ~iICAT$RS D I S~iA888R8 DI8POSALB WASHINd MACHINR 8HONSR PAN~3 OTHL-R TOTRL tIX'I~tt COONTs a $3.50 + 515.00 = S _, ~---.rr--~~.r--~~~~r--w~~r-..--~r~~~--r--w.w-.rr--..-r-~~~w~r- -.~.. .r-- INBTALLA?ION OF PLUMBIHQ ANA FIXTURSB MUST HB IN ACCORDANCt M1ITM THt M08? RZCtiiT ZDI?ION 08' THt SOtJTMtRN BTANDRRD PLUMBINd CODffi. CALL A DAY AHtAD TO $CKSDULt INSBtCTYpNB - (904) 247-5826 SEiiBR COKHtCTYONB 1[UST gZ CALL~Ep INTO PUBLIC MOR1~S FOR IN8liC?IOl1 St1~ORt COV=RI11Q UP - (90~) 2~7-S83~I 512 DEPARTMENT OF BUILDING ~ ~ CITY OF ATLANTIC BEACH . -~---~--- PERMIT INFC)RPlATIC}N ---____ ---_-- - LOCATION Il~FC1RMATION ----.---_ Permit Number: 5128 Addre~~: 371 FCtURTH STREET & :~73 3223 ATLANTIC BEACH, FLORIDA Permit Type: RE-R©C1F - ----~----" LEGAL DESCRIPTIC)N - C1~ss o~ Work: NEW Type: W©fJD FRAME Constr Lotz Block: SectiQnz . Prc~pca~ed Uses SINGLE FAMILY T~,wnship: RNG: C) L-~ellings: 1 Cade: O Subdivision: E~t.i~,~ted v>~l ue : ~O. ocl Impraw. Cast : ~O. OC) 'Total Fees z X22. SO AmUUnt Paid: 522.50 D>~t~~ Psic~ s 3/25JS2 Wrark D c.: REPLACE pL:D RCJCJF WITH 1B S8 5 PLY FIBERGLASS '' -__-__----= O~1H£R THFORMATIAN - - -~- - ____ APPLICATION FEES ----~ ~ N~~e3 PRt~>?~ERTX-CIWI~~R PERMIT 522.50 ~ Addr-+esa c 3'71 FCiI.IRThi STREET 8~ 373 ' MATER IMPACT F`EE 9Ct. 00 Ii'1PI~G3' FEE 50. Q0 SE~T~Ft 322 A,?LANTIe ~tlCH. FLCiRIDA. ' . 3 ' WA'$'I~R 'HIrI'ER SCI. C1!p !O Fh>~+t+e ~ (9rEl4 ):154'1-UaL RADON GASH. R. S. 5C). 00 ~HFORMATI;CIN _ - - -- - _ _ _ _ _ _ _ COJ~TRltOTCJR., - RADCIN GAS - g% SO. UO , Name: ,? P #".>CIT~TRACTTNG CCI. WATER TAP 50.OC1 Addrest~: 142+tAi+l~ F'CENTAt+tA C,C,IURT NTIRTH SEWER TAP X0.00 JACK~CIN?~.ILE„ FL 32225 HYDRAULIC. SHARE 5u. 00 RCC)0'~C)748 Type: O Licen~ez RE-INSPECT FEE 5Q. Ct0 : SEC:. H I1'#FACT FEE 50.00 ,.fl'I"i~tER ail. Ctit3 NOTES: NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MU5T NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE MECHANICS' LIEN .LAW (SAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." r ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OFAPPLICABLE PROVISIONS OF LAW. 1".H1L ATLANTIC BEACH BUILDING DEPARTMENT ~. MAR 2 5 1992 B,~ L L" t r~ .~in~ ~~~~~ r ., f ~,~ _,. -- ~ _ ,i .. _ ' +.. ' ., ~ ~ . , ., ,,: ~~ . i% a 'n ~ ~ ~ ~ _ ~ ~ ~ ~ < .., ~'~ ~ '~ , ~ r ~ _ .. ~ P ,. ._ , .. .. . _. ~~~~ e ~' w ta- I ' CITY OF ATLANTIC BEACH PERMIT APPLICATION ROOFING Owner(s): Address: ~ 7/ ~~ ?,3 yT ~S'~'~e ~tPhone: ~ ~/ ~ , ~ 8 GO 'Lot # Hlock or Unit # Subdivision Contractor : ~e C v H ~' ~^ a c. ~' y c ~ds Address : / D ~ 6 K Fo z-'~'a.~ ~. _ ~ f ' N Phone : ~ ~ Z - o g ~ ~ State License No. ~ ~ 0 ~Q 7 y ~ n Describe work to be done: e r o Q Materials to be used: S u Signature OWNER: ' Date: ,~..~r ~~2~-.,a~ l 2 Signature CONTRACTOR: ~ - I TOWN OF /~TLANTDC BEACH FLORIDA APPLICATION FOR BUILDING PERMIT FOR OFFICE USE ONLY Date.--- ~-~-- ~~ --------195------ -''" 0 Permit #..~~.~e.6_...Fee $ -'' ~r Valuation $s~--~~~-~"~Cj~-7-~ --~-------I---4 ,, House #--_-..!_~_l~ ~ /~__--./~~'~l. ------ - --------- ~'~; Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the Town of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the Town of Atlantic Beach and all rules and regulations of the Building Department of the Town of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automa'ticalIy responsible to ascertain that all sub- contractors engaged by him are duly licensed in the Town of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. (~ jj- "~ ~~~ •. -fir Owner-------- --- -- -- ----- -~--~------- -------- -----•-----•----------------Address------ ------------------------------ ---------------Telephone No.'--.~~__ °--~~ 2... Architect - -- =----- - ~ ----- - ---- --- -=---- --~`---- ~ ----------------------Address.------ ---------------------------•-----------------------Tele hone No ~~pp P ~--'-- v,,/~/~ Contractor Builders"t. ~' ~~~:nf__. ~~ ~.y ~ J---------- --- - - --Address------- -------•-------------------------------------------Telephone No~L-~ ~.Tu- %I~ Lot No... ~r--~ _.__-_ _Y_.__........Block No... l -Sub Divisio j~ ~- ~ ~~ ~- ___ _ __ ~,/ M 1 - - ------ - -==- ---- --- _treet--- l l'_! - _ Side Between . ~ ~ 7 .... .and--- C=--~--~ ~--- ------ - -- --=Sts. Valuation $~'. ~~~ _.._._:For what purpose will building be used .I~~~'~_.... _ ...___Type of construction~~~ e ~~. ~' ~ r - ~ ,~ - E #'' Dimensions of Buildin Z (~', __..____Dimensions of hot___ ~' _._._ __ ____.__Size of Footin E_~ ' ~_ Size of Piers-------------------------__---. Size of Sills---q----~--q------------.__---~-G~reatest Sill S an in ft._----..------.--.---_.-Type Roof----------.-----------------.-._-- How will Building be Heated? :-.,,~_~"_~__.__~Px!T'~-~....._?',I_'.'' i ui di on Solid or Filled Ground?__________________.__._____.______-_ ~~ ,~ ~~ Size of Ceiling Joists.--,----.=-"`~- `. -------------.--.-, Distance on Centers-------...-~------------------------------ Greatest Span-..--------.--------------.--------•--- " t3 fl Size of Floor Joists------.---.~--'~C------ --- --------..-----, Distance on Centers__-_...- ~--~-...-.----.-----------------, Greatest Span------------------.-.-.--..-------------- " Size of Rafters - -- - ------ +r- --- -- -- - -- - - - -Distance on Centers -- -- ------- --------- - -- -- , Greatest Span - ---- --- ------------------------ „ Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. 2. When steel is in place and ready to pour columns and/or lintel. 3. When steel is in place and ready to pour beam. 4. When framing is completed. 5. When rough plumbing is completed, and ready to cover up. 6. When septic tank drain field is laid but before it is covered. 7. Electrical inspection by iCity of Jacksonville. 8. Final inspection. Note: In case of any rejection, re-inspection MUST be called for after corrections are made. This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance in feet from all lot-lines and existing buildings. REAR LOT LINE W z a Fi O r~ W A FRONT OF LOT W z h W A ~, In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordaryee~*ith the attached plans and specifications, which are a part hereof, and in accordance with the building regulations of the Towrl of Atlantic Beach. ,- Si nature of Builder--- - - ~-------=---•--...-•--•---•-------•- •- - ---•--------- Address.---- r ---- - Signature of O r --- -- -- -----------------------------•---- --------•---------------- Address----- ------------------------------------------ ------------ ----•----- --- - -- ------ - Instructions to Builders and Contractors building or working in the Town of Atlantic Beach 1. D1o work on any building Phall bs started without obtaining the necessary permit. 2. Rio changes in fibs appsoved plan shall be made without the approv:l of the building inspector. 3. Inspections: The following inspections shall be called fors A. Foundation, when stool is in place. B. Plumbing, rough. C. Lintle, when steel is in place. D. Framing, before any wall covering is placed. 8. 8lectrical, City of Jacksonville. F. Septic Tank or Sewer, before covering. G. Plumbing, final. Ii. Final, when all wank is complete. Any c~crete poured our work covered without the necessary inspection shall be removed or uncovered at the request of the Building Inspector. 4. After the final inspection and upon submission of a drawing showing the size and location of completed building on lot to the Bulldinq Inspector a Certificate of Occupancy shall bs issued. No building shall be occupied before said certificate is issued. 5. Plumbing permit doss not cover sower connection permit. 6. All contractors and sub-contractors shall have occupational license issued by Town of Atlantic Heach before doing any work within the Town Limits. Contractorrs shall furnish certificate of liability insurance when obtaining license. ~. The penalty for violation of any provision of the Building Code or of Ordinance #186, shall upon conviction thereof be punished by find not exceeding 8500.00 or imprisonment far not exceeding 90 days, or by both such fine and imprisonment. 8. Gies of Ths Southern Standard Building Code sad Ordinance #186 are available at the Town Hall far reference. 9. then a sidewalk exists across front of building lot, said sidewalk shall be placed in first class condition before final inspection is requestedo I have read and bean furnished a copy R•f the above instructions in connectian- with Building Permit Mo. ----~ . Date ~'` SignedR, ~' i L% CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00001044 Date 7/20/09 Property Address 374 4TH ST Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 12 fixtures ---------------------------------------------------------------------------- Owner Contractor RICHARDS, R.S. BILL FENWICK PLUMBING 374 4TH STREET 8245 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 ----------------- - (904) 724-7022 - ---- Permit -------------------------------------------- PLUMBING PERMIT --------- Additional desc 12 FIXTURES Permit Fee 119.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date -------- 1/16/10 --------------- Fee summary ----------------- --------------- Charged - ----------------------------- Paid Credited Due --------- Permit Fee Total --------- -- 119.00 -------- ---------- ------- 119.00 .00 --- .00 Plan Check Total .00 .00 .00 .00 Grand Total 119.00 119.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ~: 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 BUILDING-DEPT~COAB. US PLUMBING PERMIT APPLICATION os- ~ Y DUVALCOUNTY ~ .., ,,,,. , r. , . .. . , y ~NO ^ YES PERMIT #: ~J 9 ~-r!`D rD/ ,_ ~.., t 4 NAME: 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: l ~ .J? ~V °' k: ~ , a _ .. 7. Iu~E F C PANY: ~ I 8. ADD SS.: ~a v G 9. STATE~F RIDAL)C~t~SF,,~N~ C!!ll((~~ 10. C P „ n~+ O' IKJX 11. F Q.; ~ /! ~J tTJ l!l (C! 12.EMAILADDRESS: _ 13.OFFICQ[JVE: p` '" ~~ 14. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of alt laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. CONTRACTORS SIGNATURE: ~ ~ ' tb.N. ts. Ea ^ NEW ^'06 FLORIDA BUILDING CODE- ~tE-PIPE PLUMBING ^ OTHER: 16, ~ S. ~. BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY OTHER (SPECIFY): ROOF DRAIN PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: e` ~- x $7.00 (PER FIXTURE) + $35.00 = COAB FORM BLDG03: REVISED: 1/10/2008 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 09-00000777 Date 6/03/09 Property Address 371 4TH ST Application type description IRRIGATION/SPRINKLER Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc irrigation ---------------------------------------------------------------------------- Owner ------------------------ DENAZARIE ATLANTIC BEACH FL 32233 Contractor ------------------------ AMERICAN WELL & IRRIGATION INC 49 ARDELLA RD ATLANTIC BEACH FL 32233 (904) 249-5400 ----------------------- Permit -------------------------------- PLUMBING PERMIT --------------------- Additional desc . Permit Fee 50.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date -------- 11/30/09 --------------- Fee summary ----------------- --------------- Charged - - -------------------------------------- Paid Credited Due Permit Fee Total - ------- -- 50.00 -------- ------- 50.00 --- ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `"` ~' .rs=~~` CITY OF ATLANTIC BEACH =~ 9~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~~,.~ 1 ~n OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 ~' ' BWLDING-DEPTg~COAB.US ~~ ~~t,a~ PLUMBING PERMIT APPLICATION DUVALCOUNTY 1: JOB ADDRESS: 2. IS THI~SI4 SUB'PERMrr: ATE: '- D 3. ~~, ^ YES PERMIT #: ~~ p 1() ~ 3 PROPERT Y OVYNER: 4. N~AnME~: n' 5. ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6. PHONE: V v ~ ~~ ~~ ( V ~~ I P CUM8ING CONTRACO0R: 7. E OF COMP(4 :~ ~ 8. ADDRESS.: 9. STATE OF FLORIDA LICENSE O. 10. CELL PHt~h(~` ~~ t ,/ \ l• Vs'1 11. FAX tJO.~ ~ r ~~ DIF 4 12. EMAIL ADDRESS: 13. OFFICE PHON ' ~ ^ , ~ ~~ ~\ 14. Application IS hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6~ months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. CONTRACTORS SIGNATURE V l.- ': 6. ATURE OF wORK:: 18 CUR_ RENTCODE:' NEW ^'07 FLORIDA BUILDING CODE- RE-PIPE PLUMBING ^ OTHER: 19: NUMBER OF FIXTURSS:, BATH TUB SEWER CONNECTION BIDET SHOWERS DISH WASHER SHOWERS PANS DISPOSAL SINK DRINKING FOUNTAIN WATER CLOSET TANK FLOOR DRAIN WATER CLOSET VALVE HOSE BIB WASHING MACHINES ICE MAKER WATER CONNECTION INTERCEPTOR WATER HEATER LAVATORY URINALS LAUNDRY TRAY ,_,~ OTHER (SPECIFY): ROOF DRAIN ~ Y' r i 9 ate ~ 20. PLUMBING PERMIT FEES: PERMIT ISSUING FEE: $35.00 TOTAL FIXTURES: x $7.00 (PER FIXTURE) + $35.00 = BLDG03 Pertnif Applicatiion PWmb: 05 05 09 MURR Y ENNINEENINiINiii~ONiEN (O) 904.284.1738 (F) 904.284.7963 Date: 1 /7/2009 Windward Construction, Inc. Attn: Mr. Larry Hunt Subj: 1-hour Floor/Ceiling Assembly Job # J1734 To Whom It May Concern: It is allowable to use the attached one hour rated floor/ceiling assembly (Figure M16.1-15 of American Wood Council) as an alternative to the specified detail on the original drawings. If any further questions arise, feel free to contact our office. Signed, J Bryan A. Murray, PE Professional Engineer FL License No. 64010 Murray Engineering Incorporated 417 Walnut Street Green Cove Springs, FL 32043 CA 26894 sdm Attachments: ^ Page 16, ASD/LFRD manual for Engineered Wood Construction ^ Page 124, Figure M16.1-15 (WIJ-1.1 Rated Assembly) 41.7 Walnut Street * Green Cove Springs, FL 32043 Table M16.1-7 Fire-Resistive Wood 1-Joist Floor/Ceiling Assemblies One-Hour Assemblies Joi Insulation Furrin Ceilin Sheathin ~ Fasteners Retails 1-joists (d) 24" o.c. 1-1/2" mineral wool Min.tlangethtckness 1-I/2" Min. flange area: 5 25 sq in. Batts (2.5 pcf- nominal) Hat-shaped ~ 5/8"'T'ype C Gypsum 1-i/8' "Type S dt}~wall screws ~i~ 12" o.c. Figure Min, web thtckness: 3/8" Resting on hat-shaped channels Wallboard (sec fasternrrg details) MIFi. i-15 Min. t-joist depth: 9-i/4" channels L.loists (t/ o.c. 1-1/2" mineral wool Min. flange thickness. 1-t/2" Min. flange area: 5 25 sq. in. batty (2.5 I~~cf- nomint~tl) Kesilient ~ >!8" "type C Gypsum I" "lype S drywall screwti q%% $" o.c. Figure Min. web thickness. 7/16" Resting on resilient channels Wallboard Iseefastening details) M16.3-16 Min. [-joist depth: 9-1/4" channels 1-joists (S,) 24" o.c. 2 mineral wool harts Min. flange thickness: 1-5; IG„ Min. flange area. 2.25 sq. in. (3.5 pcf-nominal) ~ Resilient h 5/$" Type C Gypstrn i-l/8" Tvpe ti drywall screws ;it.; 7" o.c. Figure Min. web thickness: 3/$" Resting on 1x4 setting channels Wallboard (see fastening details) M16.1-17 Min. I joist depth: 9-1/4" strips [-joists (iv, 24" o.c. I" mineral wool Batts I{at-shaped Min. flange thickness: 1-U2" (6 pcf-nominal) Resting channels . " Min. flange area' 3.45 sy. in. nn hat-sha}?ed channels supported F 1/~~~ hyltt C C,ypsum 1" Type S drywall screws ~ ]2" o.c. Figure Min. web thickness: 3/$" under I-joist bottom by (:'SC Wallboard tree,%artenntg details) M16.1-38 Min. (-joist depth:9-1/4" flange clips I-joists (i), 24" o.c. " B U2" "type X Gypsum 1->18" Type S drywall screws lh~ l2" o c Min. flange thickness: 1-1{2 Wallboard . Min. range area: 2.25 sq. is (none) (none) " 2" 'type S drywall screws i« 12" ac figure Min. web thickness: 3/$" F 112 type X Gypsum . - i-1/2" 'T'ype G drywall screws $" o c M 16.1-19 Mia T-joist depth: 9-1/4" Wallboard . . (see lastenine details) I-joists (a), 24" o.c. B 1l2" Type X Gypsum " " " Min. flange thickness: 1-5116" Ke ilie rt Wallboard 1-1.4 type S drywall screws4~ 12 o.c. Min. flange area: L95 sq. in. Min web thickness 3l$" (optional) s t channels I/2" Type X C'rypsum 1-518"'type S drywall su~ws `~i; 12" o.c. Figure M 16.1-20 . Mitt. I-joist depth: 9-1J2" F Wallboard t-I/2" Ty~~ (i d wail screws u~ 8" o.c. } ~ ry' C-> (gee fastening details) Two-Hour Assembly .ioists Insulation Furring Ceiling Sheathing Fasteners Details I-joists ~~ 24" o. e_ (none) 13 5/8" 'T'ype C Gypsum llb d W I-5/$^ Type S dq~wall screws (ri, 12" o.c. Mia flange thickness 1-112" 3-312" fiberglass a oar Min. flan t area 2 25 s in g~ 9 insulation su orted b ~ pp ) H h t d ~,I - 5/8" 'I'_vpc L Gypsum W llb d , . t' li pc S drywall screws ~cq 12" o.c. 1=figure Min. web Chtckness: 3/8" stay wires spaced l2" o o a -s ape a oar ~ M16.1-21 Min. I-joist depth: 9-114" , . channels F 518" 'T'ype C Gypsuu ~ i-5/$ I'gpc S dr5~wail screws !ar 3" v.c. Wallboard Isee /ixstenin details) ~- r~a~~ Mayor sncauung tuned auacnea) Vl- Mrriale layer sheathrng F-face layer sheathing 3 i~ ~_ m v m N L7 Z AMERICAN FOREST & PAPER ASSOCIATION Figure Mi6.i-15 One-Hour Fire-Resistive Ceiling Assembly (WIJ-1.1) Floors/Ceiling - Z00% Design Load -1-Hour Rating - ASTM E 119/NFPA 251 1. Floor Topping (optional, not shown): Gypsum concrete, lightweight or normal concrete topping. 2. Floor Sheathing: Minimum 23/32-inch-thick. tongue-and-groove wood. sheathing (Exposure 1). installed per code requirements with minimum 8d common nails and glued to joist top flanges with AFG-O1 construction adhesive. 3. Insulation: Minimum }-1/2-inch-thick mineral fiber insulation batty - 2.5 pcf (nominal), supported by furring chan- nels. 4. Structural Members: Wood }-joists spaced a maximum of 24 inches on center. Minimum I-joist flange depth: 1-}/2 inches Minimum 1-joist flange area: 5.25 inches~ Minimum 1 joist web thickness: 3/8 inch Minimum 1-joist depth: 9-1/4 inches 'Types of Adhesives Used in Tested I-Joists Flange-to-Flange Endjoint Flange-to-Web Joint Web-to-Weh F.ndjoint Resorcinol-Formaldehyde Phenol-Resorcinol-Formaldehyde Phenol-Resorcinol-Formaldehyde 5. Furring Channels: Minimum 0.026-inch-thick. galvanized steel hat-shaped furring channels, attached perpendicular to 1-joists using 1-5/$-inch-long drywall screws. Furring channels spaced 16 inches on center and doubled at each wallboard end joint extending to the next joist. 6. Gypsum Wallboard: Minimum 5/8-inch-thick Type C gypsum wallboard instal led with Long dimension perpendicular to furring channels and fastened to each channel with minimum 1-1/8-inch-tong Type S drywall screws. Fasteners spaced 12 inches on center in the field of the wallboard, 8 inches on center at wallboard end joints, and 3/4 inch from panel edges and ends. F,nd joints of wallboard staggered. 7. Finish System (not shown): Face layer joints covered with tape and coated with joint compound. Screw heads cov- ered with joint compound. Fire Test conducted at Gold Bond Building Products Research Center: February 9, 1990 Third-Party Witness: Warnock Flersey International, Inc. Report No: WI-11-651-0311.1. STC. and 11C Sound Ratings for Listed Assembly Without Gypsum Concrete With Gypsum Concrete Cushioned Vinyl Carpet & Pad Cushioned Viny! Carpet & Pad STC IIC STC ITC: STC II:C STC IIC - - - - - - 49'' S9 b a. 'T'his assembly ma}~ also he used in afire-resistive roof/ceiling application, but only when constructed exactly as described. b. STC and [IC values estimated by David L. Adams Associates, Inc. AMERICAN WOOD COUNCIL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00001550 Date 11/13/08 Property Address 371 373 4TH ST Application type description MECHANICAL ONLY Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation 0 ---------------------------------------------------------------------------- Application desc 2 cu 2 ahu ---------------------------------------------------------------------------- Owner ------------------------ DENAZARIE, WAYNE 2485-6 MONUMENT RD. JACKSONVILLE FL 32211 Contractor ------------------------ WILSON HEATING & AIR 100 MASTERS DR ST.AUGUSTINE FL 32084 (904) 827-1216 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . Permit Fee 107.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 5/12/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total ~d ^' ~~ w,~~ ~- ~o~ 107.00 107.00 .00 .00 107.00 107.00 1 aV ~,p o~ 5'~ ~~ ~~~ .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. A~~ Y/~r CITY OF ATLANTIC BEACH ~~~ t ~ f f ~ .( 800 9EhMNOLE ROAD, ATLANTIC aEAiG,, Ft aaxaa l OFFICE: (901p47.86as ~ FAX N0.~OOI~VABI6 euaDMK,~bEPTOCOA6.U6 • • aacr±ueutr~!eii D~IaY1T ePPLICeT1AN DWAL COUNTY ,~~ ~ ~'" . ~irvES PERMITIk ~`- g~ ~ ~ it - i v'1- off' ,~ gyp: 0. ADDRESS IF AFFERENT FIWM JO®AOUr@RS~... ~` ~~ T., of ANr: ~ Y . ~`nC ~ a AooRess~ l ~4~ /`T~` r t~ ~.06 S ,? a. aTATi: of F DA ucE w, cELL 0 ~ ,,. FAX Na_ ,a AAAILADDRieb: Q QlJ(~ C©h'1 ,a.oFCrcE.a-X>N~, „r ,Z/~ ~ f +4• s as Indicated. I Dsnlly chat aN work will be pertomred ro insert the n Applltatlon Is hereby made ro abtaln a pertnN ro do the work and lnstaUatlo elardaMs o/ sll laws rE~gulatlng oonstru~on In Ws juMadletlon. This per,Nt becomes nuD and v01d M work is not oommenoetl wimin six (~ months. or H eorlstluetbn or work M suspended or abandoned 10r a peAod Of 6hr (tij months et e~ny time alter work is oomtnenced. oorrrRACraRS sloNAruRE: ~ ~ "'~ EW INSTALLATION DREPLACEMENT OF EXISTING SYSTEM O ALTERATION !ADDITION TO EXIST SYSTEM p REPAIR E3IDENTIAL O'08 FLORI A IL C E- L~!'EXISTING O COMMERCWL MECHANICAL O OTHER 10. NEAT: Q SPACE O RECE6SED CENTRAL O FLOOR BURNERS: 20. AIR CONDITIONING: Z~. DUCT sYSTEEI: t7 ROOM MATERIAL: ENTRAL 1< THICKNESS: MAX CAPACITY• ctm 22. REFRlOERATION: /' MAX CAPACITY; chit 23. COOLING TOYYER: CAPACITY: pm 24. FIRE SPRINKLER: /"' NUMBER OF MEADS: 25. LIFT 8YSTEM: ELEVATOR: MANLIFT: ESCALATOR; AUTOLIFT: 26. COMMERCIAL HOOD' NUMBER: Z7. FIREPLACE: PREFABRjCATED: MASONRY: Za. IRRIGATION: O P DWELL D PIPING 2~. QAa PIPING: /. OF OUTLETS: ~ GAS AHU: O GA3 WATER HEATER; 30.OTHER -SPECIFY: BOIAR MEATII~Ki, BOILERS, UNFIRED P~111E VESSEL, MEAT EX Op COIL u1 DUCTB ETC. VALUE FOR OTHER fTFJNS: NUM hR t OF llNrf$ DE$CRIpTtON MODEL N MANUFACTURER TON$ AGENCY ,~ ,o ~bn Ga+~td~enS~r L~h~ ~ ~ OF UNITS t7Et~iCRIPTION MODEL • MANUFACTURER BTU NCV ~~ o fier (e_r r ca ~y,uo e NUMBER GALLONS AWED MANUFACTURER SERU-Lar ADEN Y ooAe Fparr eI.DGOi REVIS6o; ,nprjons 900/Z00@I aIY 8 9NI1113H NOSIIM 6lZlLZ8b06 XY~ Z9=01 8402/Zl/ll r ~- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number OS-00001654 Date 12/04/08 Property Address 371 4TH ST Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE 150 AMPS 240 VOLTS ---------------------------------------------------------------------------- Owner ------------------------ DENAZARIE ATLANTIC BEACH FL 32233 Contractor ------------------------ KNIGHT ELECTRIC LLC 910 11TH AVE S JAX BEACH FL 32250 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 95.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 6/02/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total 95.00 95.00 .00 .00 .00 .00 .00 .00 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~ ,, CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION ;~A D1t0: Property Addr+eee: ~J 7 ~ L}-~ j ~'~`.a~' .~/ ,~,,~ C!~-ner; 'Telephone #: Co~tbrttctiur: _ ~~ot.l ~ k~ ~ ~ Telephone #: 1.+k7•-9$'S'~f Contr~o~r Address: O ! '~- ..~ . moo.. FoY #• dLLi- 7 - 7' ~ ~ 3 Comavttfior tare• . Ia ooaai'denlloa of t divan tbr• doius tb rk ee dncxibed in the above etatsrruurt, Kro hereby e®ree to perform acid work io eoooadeaoe whh the aehrohod piaws and apeo~!"roationa which arc r pet horoof cad in aocordaaee wtdr ~ City of AtLaatic Heaeh oMio~proe and ~rlde of nctlce tietrcl therein. New O Old o Ro-wirs Coasdutxor 3ise: Bu a Type: ~ Roeidegco D Commercial O Additioa AIV'~3: o Trailer 0 Temp. ^ Signs Sq. Ft, COPPER servi ;a ~'~' or~adG, ibl ~e b~mld D Increase p~ aaaebor: o Repair ~~p $~ ..~ ALL'fMINUM• Breala~ r Stbebag Services ' Martar N ber AMPS S© ~~ PFI j PH W VOLT a tF-O W AY` ~ - ~~ W VOLT WAY per: NO. SIZE NO SIZE NO SIZE Lig)rting Outlets CONCEALED OPEN lea CONGEALED OPEN Switchaa I~eadeacetat Fiuoracettt dk M.V. Fixed c.too nMrs ova >3ELL A llmtcw T'RANSyER. Air Cond3tioain H.P.RATING CAMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KWHEAT Motor 0-t H.P. VOLTAGE PH NO. OVER 1 H.P. PHS UI~QV ,...~. .,,`. QVFA600Y 'tYuaefaronets NO. KYA NO. KVA No.~ieou Tcaosf. Ba.3 NL~ • S00 Semlaole toad • Atlantk Beae6, Florida 32233-3416 Phone: (994) 247-58op • Far: (9W) 247-SSIS • bttn;//www.ci.atlsotic-beacb.fLw Rariaod 1/04 r k. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00001655 Date 12/04/08 Property Address 371 373 4TH ST Application type description ELECTRIC ONLY Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation 0 ---------------------------------------------------------------------------- Application desc NEW SERVICE 150 AMPS 240 VOLT ---------------------------------------------------------------------------- Owner Contractor ------------------- DENAZARIE, WAYNE ----- -------------------- KNIGHT ELECTRIC LLC ---- 2485-6 MONUMENT RD. 910 11TH AVE S JACKSONVILLE FL 32211 JAX BEACH FL 32250 ------------- (904) 247-9884 ----------- Permit ------------- ELECTRICAL -------------------------- PERMIT ------------- Additional desc . Permit Fee 95.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date -- - 6/02/09 - -------------------- Fee summary ---------------- ------------- Charged -------------------------- Paid Credited ------------- Due - Permit Fee Total ---------- - 95.00 --------- ---------- --- 95.00 .00 ------- .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.00 95.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~~y~ i ~+F• Y; CITY GF A'T'LANTIC BEACH ELECTRICAL PERNIIT APPLICATI~QN Duos: 1 ~. - ~ -© $ ~- Addre.~: 371 L+ ~` S-~' ~ •~.4,~-' ,~fi..~~ ~ .~ ~n~ 'Telephone #: Conori.cfar: J T ~? Tekphone #; 247 ~'! $S ~,F Corr Address: f /ea /! ~ ~ >~ F~uc #: ~..'f7 ~- ~~ y-.~ Contt~ieoor pare: ~ of petanit given for• doip; work ~ detcnbed in the above etatetmectt. we battrby ~ to porlrorm said work in sooadse-se wdth the amiched plans and apee!licatton: which are a part hanof anA in aocordanee with the City of Attaotia 80erh tod of ractice fisted therei ew o Old O Rs•wite Ba oB Type: O Trailer Reaide::ce p Tm:>p. o Commeroial q Signs D Addition Sq. Ft. Se other b ~ New ~+t die os ~ twiteins O increase Q `to' ~ me .o Repttlr Q$~Q $ ~b Size: AMPS: Q COPPER ALUM~tUM~ 9th or AMPS PH W VOLT ~~ WA`Y i ~'~ 9iee ' AltdpS PH W VOLT BwCS WAY Me~ber her Feedett: NO. SIZE NO SIZE NO s[ZE Llghtioo~ CONCEALED OPEN let CONCEALED OPEN 5witicha+ IaAeedetaent twntant et: M.V. g~~ o.l~ MAPS v~ $g~,L A Ilanoea TRANSFER. Alt H.P.RATING H.P. RATMG CBILMG KWHEAT Coadi ' COMP. MOTOR OTHER MOTO1t5 AMPS HEAT Motors 0-I H.P. VOLTAGE PH NO. OVER 1 H.P. FHS irtll2F boa SZIL~~~v 'lit NO. KVA NO. KYA No.Neon Ts,osf. Ea. s »~ a00 Seminole Rood . AWatk Be:tr.6, FMride 32233-3~ Pbone: (904) 247-Sd00 • P'~u: (904) 24T-6845 • htty:lhvww.cl.atlan~o-beicb.f].ul: 1Lorteod 1/Oi ~' ;r ~~ ~ _ ~ tin n ~ ~m, O ~~" p ~ n~ v ; Z ' ~ O ~~ ~ ~ ~ a g ~~ ~ r U i I: ~~ ~ ~ ~r~R ~ i ~P ~~• 4 ~~~ S ~! 9 . ~ _ .I N ~ '. ~ n 0 $ _ ;. '>! i `•` ti 0 y ~,•.r ~~ ~• I F~ p~ h~ t • i~ I I j; ~ ~ ` -. ~'MOA~. IOtDWi. "COOL SOiiDlii- tyltl.. ~_ Mid.-' TYrt y.,, ~ i. Y..~! ~. L .fAN . F1lST .T' 'SCMt~C..i- +.. IL'JpM /600L ~~ ~mnc'. r~i+ „ .ii..~w' pWIMt Ka'f.MM M... ... y. MAI ~Yl riMY4' yid wC~.._ .. AL a•1Y~ fayi . .`4CC6iM0 tOOS:. YANflif:-~G~itGVL ~. <CO/iw " ADOL M'~ MV.l.~ ie.~MAL i 4V~Me. w~_ ^OSIMy6. .M~ . tRGO6~ kL } ~N wM C wi iC^A lY ww ~. FL i ti cuvnu cc~uNT,r, R>_or~loA . AP~ROVED'~'~` I _TI ~ ~ 60~' TO CAmT COAIST O4JVP~ " ~_ ~ SO ~_ ~ : V- .. Fol.ltLTH '3TiLia11=T -' - '- -- PLOT PLAN [.OT Z4p RIAGK 6 AT LA~1T IC BEAC H CITY oI ATLANTIC BEACH BUILOI OFFICE L i ~. STUfZY DUPLEX ~ 59~- b9 i-. _-- _-..._...r_.._. 3 ROfL • ~~'". __ -~- -...: _.._...w-..._.. _. __ _ ~__... ___ _ __. ~. _..._ _.___, ___ 1 ~ '-~' /V 7' , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000850 Date 6/23/08 Property Address 371 4TH ST Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc OVERHEAD TEMP POLE ---------------------------------------------------------------------------- Owner ------------------------ DENAZARIE ATLANTIC BEACH FL 32233 Contractor ------------------------ KNIGHT ELECTRIC LLC 910 11TH AVE S JAX BEACH FL 32250 (904) 247-9884 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 12/20/08 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70.00 70.0'0 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~~ CITY OF ATLANTIC BEACH ELECTRICAL PERNIIT APPLICATIO,~i ~ 1 S- a Pto Addt~as: ~ 1 ~ ~ ~ ~ ~ /~ Owner; y ' Tekp6one th. Coitaactor: ~M)~ r ~kZ~R+'L Tc~-i~one #: .~' 9~~y Cdntra<c>).or Address: ~~D ~~ ~~M:. ~ ^~ ~ r~ ,3?t ~' F~ #; ~~ _ 9~~T to Wmid~adan of petantt Sivas !br doio~ thdwork ~s detaribed in the above sbtgmea~ we henbY wpe~ t4 Parlbnu said worts in wotxdMOe wNb the eepched D1nu •od sptcificstiwu which an a put heeeof ~! in epCOrd~ma vvttb the City of Atlaatic 8s~ch gad Bdldiagt o New D Old O Re-wiro of t,eatice tiso~ taorein. HxfJdia` Type: C]/~"ratlrr o Rssidauoa P( Taaxp. v Commercial n 51~as D Addition Sq. Ft. Service: o Naw D tiaeztaae o Rapeir ouaa a ins aoa. a ab. ewes tN,ioe, t~adiat~ (~ ~ CoruluCtac Size: AMPS: CO PPER ALt JMAi[!M• 9refteit or ~ ,~~ pH W VOLT nACB WAY $ ~,~ Slav Al~$ pH W VOLT RACE W Y Meta Naober F`oodm': NO. 9iZE NO 3IZE NO 3iZE L~~ Outl~s CONCEAI..EQ OPl-sN les CONGEALED O!'EN Swibchea Inaindaaoaa~t Flaorac~t dt M.V. Fixed a. ~ oo ~srs BFI.. ovEx IVSFE R TR , . A 1lsalCOa Alr Condlttonia Motors H.P.RATING COMP. MOTOR i7-! ~,p, H.P. RATMG OTHER MOTORS VOLTAt3E AMPS ~'H NO. C):SLI.INC3 HEAT OV£aR I H.P. KW-HEAT PH3 x TnWSfoima'9 ttN'DSR600Y NO. KVA Q^ ~~` NO. KYA No.Neon Trati~f. ~. s Hli~oallanee~ . 800 Seaoi4ook Rosd • Atlentic Bencb, Florida 32233-S4IS Pboae: tom) x47-5800 • Fa:: t904) 247-S84s • httn~t ~rww ci.ptGin -tic b~ch tt_+~ ~~ ttoa CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 7/9/08 Address: 371-373 4`~ St. Permit Application No: 08-894 Notes: Water impact fees for additional bathrooms. WATER IMPACT FEE $ 280.00 SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ CROSS CONNECTION $ OTHER $ GRAND TOTAL $ 280.00 City of Atlantic Beach -Water Impact Fee Worksheet Address: Permit A . No. Date: ~7~_'27R d+h C4 ~8-894 7~9~2008 Fixture T Value as Load No. Fixtures Total Fixture Units Automatic Clothes Washer, Commercial 3 0 Automatic Clothes Washer, Residential 2 0 Bathroom Group -consisting of water closet, lavrato ,bidet, and bathtub or shower 6 0 Bathtub (with or without overhead shower or whirl ool attachments 2 2 4 Bidet 2 0 Combination Sink >~ Tra 2 0 Dental Lavrato 1 0 Dishwashin machine, domestic 2 0 Drinkin fountain/lcemaker 0.5 0 Floor Drains 2 0 Hose Bib 1 0 Kitchen Sink, domestic 2 0 Kitchen Sink, domestic with food waste grinder and/or dishwasher 2 0 Laund Tra 1 or 2 com rtmsnt 2 0 Lavrato 1 2 2 Shower Com rtment, Domestic 2 0 Sink 2 0 Urinal 4 0 Urinal,1 allon r flush or less 2 0 Wash Sink circular or multi le ,each set of faucets 2 0 Water Closet, flushometer tank, ublic or rivate 4 0 Water Closet, Private Installation 4 2 8 Water Closet, Public Installation 6 0 Total Number of Units 14 Multiplied b $ZO/Unit $280.00 Total Im ct Fee $280.00 Public Utilities -Distribution & Collection. Date: 77~~'7 D~ Initials: ~T~ 37/- 373 -~s~- ~~' / /~,r~l~f~~,JD Lam! a~~ cYV APPlication/Permit #: ~ 8 - 89'~ Project Name/Address: _ err v ~_ -CheckB-ox `' Aplilication Tracking~Comments ~'o Add Comment - Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ^ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ^ A sewer cleanout must be installed at the property line. Cleanout must be covered with ^ an RTl concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ^ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be sprinkled. If plans change, any fire line installed must be metered with a Senses touch-read meter in a properly sized vault and an appropriate ^ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ^ requirements. At a m;n;~um, will require double check backflow preventer. Fire lines must be metered with a Senses touch-read meter. Meters larger than 2" must ^ be installed in a vault as noted in JEA specifications. ,~ r ~ ^ F :~P lanReviewComments-PU . doc z ~s `"`' ._. CITY OF ATLANTIC BEACH =' - 800 SEMINOLE ROAD, ATLANTIC BEACH. FL 32233 a\ r OFFICE: (904)247-5626 ~ FAX NO.:(904)247-5645 BUILDING-DEPT~COAB.US s-~~ ~,~r„~ BUILDING PERMIT APPLICATION ~~~~.,..._.~-....._I _~ I_._.._I DUVAL COUNTY 1f-J08': .>.: _ _ :: ?~AI.i)A~l.Q1N:fq~`:INORic:. .;: _ 3 SQ, F3==lUNDER~300F .. ._. ,:SS Atlantic Beach, FL 32233 4: LEGAL DESCt{IPTIONi ... . ,. .. _ .:. .. .. .: ,.: S: CfASS:OEyyORfc::.. , ...,.:. _ . ,,: , r ..... BCUSEAE'SZRUCiUREi LOT ~ BLOCK ~ SUB DIVISION U3 1 t ~+ ' It ^ NEW BUILDING ^ DEMOLRION }$(ADDITION ^ CONVERTING USE ^ RESIDENTIAL ^ CO MERCIAL 7: DESCRIPTIOh7;t1P WORK:: .: .:. ;. ,. , ' ^ ALTERATION ^ ACCESSORY BLDG. ~ FIRE SP,RINKLEft:. J j ^ REPAIR ^ POOL 1 SPA ^ YES ^ WA a ( e L /''~ ^ MOVE ^ OTHER ^ NO >_ _ AROPERTYOWNE$: ,. ,. _ CONTR ACTOR: _ ; .,: ,, ARCNI7ECT ~ENGINEER: ,; 9. NAME: _ I,Jayne 17eA1~akc~,-e 15. COMPANY NAME: '- ~ :,., ~~j~~»~ 23. COMPANY NAME: 18. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 3©G Evan t7~ ~ t3t~-c~~ ~,,~9e ~1y ~OSa 7 1 B. ADDRESS: Sis~ S~n6.~.~.,,... ~ r¢, f2, 28. ADDRESS: 11.OFFICE PHONE: 12. FAX NO.: 19, OFFICE PHONE: 20. FAX NO.: 27.OFFICE PHONE: 28. FAX NO.: 3Jd -3 - vS o~ 68 - //z- o _~ _s/// 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE; 3ta- 9~1-Y6S o - -Y6/9 14.~E~IL ADDRESS: l~k LV ` > G 7 ~`' ~' 22. EMAIL ADDRESS: 1 ,~ ~ ~~~:,e~ww~,rf-~v'1s'Tn~y•i 30. EMAIL ADDRESS: Zsit . L C . `. dIhCS:S ) n . ~vn ~.. FEE IMPS HOLDER: IIFOi1~'rria~iow~j BONDING COMPANY:. . _ MORTGAGE LENDER: 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: 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 the standards of all laws regulating constriction in this jurisdiction, This permit becomes null and void if work is not commenced wfthin six (t3) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that ail work will be done in compliance with alt applicable laws regulating construction and zoning. 1 will not occupy or use the referenced building or any part therof, unfit ail inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building offidal, as required by law. ~ 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. OWNER or AGENT CONTRACTOR _ _, . Qf Agank Fare[ of AltorneY:a AgannY Lever Raquinsd): ;-... .... <;. .. , .;,..E (Qua6E(el`SmfYP _ ... s, . ~ ~`"~~ ~~ ~ Signed: Date: ~ / Signed: Date. Before i ~ ay a 2D~in the county of Before me this _~^ day f`. __, 2~n the county of D val, State of Florida, has pars rally appeared a ~ D~y Statg f F br ida as al ap p a r ed e ~ s ~ ,L. ~. ~C.- J j~~ J{ 1 ~ j ~ ,] f ~ ~ / ~ _. _ _.'.T/L'~V 1'~ ~' r''~1.. p~ G~--f~i h 'n by himself /herself and affirms that all statements and dedarations are herin by himself /herself and affirms that all statemerrts and deGaretions We and accurate. true and acxurate. otary Public at large, State of., Coun of ry Public at Large, State o County of Persa,auy Known o< °+~, RGADONN ally Known aced IdeMrfipBori - ^ aced Iden66catlon - aY Notary Signature: I~CPIRF.S: April ! i, 2010 Notary Signature: ,,ff MY COMMISSION # DDS3683S arv F7i1 ~ : A Y'VSjV~Wr.F~ Q4vai ~ w w ..r v /. j "`~:?s:.~ R.i7pta~yD'nmisrtA4ce.~o. COAB FORM BLDG01: REVISED: 11/6/2007 y.i ~ ~ 1r~ro- a ;.a` , r ` s9 ~~ `= ..._ ~os ~~ City of Atlantic Beach -r- Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: r~( 1 ~ ~~~ ~ ((t ~~ Applicant: Chi n a )~L~ ~~--~~~-~`~ Project: is ~t_C-t I ~~---- ~ De artment review ce uirect Yes no Building Planning & Zoning Public Works ,Pubiic.Utiiities. ~ .,a<~ Public Safety Fire Services Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St, Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ^Denied. (Circle one.) Comments: BUILDING PLANNING & ZO NG Date: Reviewed by. PUBLI ORKS I UT 1 IE and Review: []Approved as revised. ^Denied. Comments: PUBLI S FIRE SERVICES Reviewed by. Date: Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 08-00000894 Date 8/13/08 Property Address 371 373 4TH ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning RESIDENTIAL SINGLE FAMILY Application valuation 250000 ---------------------------------------------------------------------------- Application desc REMODEL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DENAZARIE, WAYNE WINWARD CONSTRUCTION INC. 2485-6 MONUMENT RD. 1015 ATLANTIC BLVD STE 130 JACKSONVILLE FL 32211 ATLANTIC BEACH FL 32233 (904) 838-4619 --------------------- Structure Information 000 000 ---------------------- Construction Type TYPE 5-A Occupancy Type RESIDENTIAL Flood Zone ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 910.00 Plan Check Fee 455.00 Issue Date Valuation 250000 Expiration Date 2/09/09 ---------------------------------------------------------------------------- Special Notes and Comments * FLORIDA BUILDING CODE - RESIDENTIAL, SECTION R317 - DWELLING UNIT SEPARATION - DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND/OR FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE-RESISTANCE RATING WHENTESTED IN ACCORDANCE WITH ASTME 119. * 2006 IRC - E3902.12, BEDROOM OUTLETS SHALL BE ARC-FAULT PROTECTED. VERIFY THAT THE LIGHTING OF THE EXTERIOR EGRESS STAIRS WILL BE SUFFICIENT. *2004 FLROIDA BUILDING CODE W/'05-'06 SUPPLEMENTS. 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 910.00 910.00 .00 .00 Plan Chec-k Total455r.00 455.00 .00 .00 PERMIT IS ~~~Ell` C7~"L~'lIN ACCORDANCE ~'Yl~t'ALQ.~ITY OF t~c'I~.~l~'FI~ EACH ORDINANC~AND THE FLORIDA ~ BUILDING CODE5. t ~ s ,r1~u~ri~,,, CITY OF ATLANTIC BEACH t~ *_ ~ l 1 r ~•5 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 ~`a1~. OFFICE: (904)247-5826 ~ FAX NO.:(904)247-5845 „/L~ BUILDING-DEPT@COAB.US ~'~~ ,'/) `~'`=~f~~a~N BUILDING PERMIT APPLICATION O~ _..__-._I-..__._I_._.._..._~ ___._r._....._..I DUVALCOUNTY '. JOL ., DRESS 2: VALUATION OF WORK: 3: 50 FT: UNDER R001 .` 4 LEGAL DESCRIPTION: J, CLASS OF. WORK. 6:!USE Or STRUCTURE: .~IL '_:_:CK ~ SUB DI ^ 1 U3 ff f fr ~ ~„ ~ ^ NEW BUILDING ^ DEMOLITION ADDITION ^ CONVERTING USE ^ RESIDENTIAL ^ COMMERCIAL C_~C-.IPrIDN`OF WORK: , ~ ^ ALTERATION ^ ACCESSORY BLDG. 8 FIR2I;SPRIti;Kl_~n~, 1 ~ f ^ REPAIR ^ POOL /SPA ^ YES ^ N '1. ~ ~~ ~ 1 ( ^ MOVE ^ OTHER ^ NO 'PROPERTY OWNER; CONTR ACTOR: ARCHITECT! ENGLNEER: 9. NAME: 15. COMPANY N ME: 23. COMPANY NAME; 4n0a~lne ~ell~Za t',.+~ A A ~ Y ~ ~t.~~-~~~~+a 1 . 16. NAME: 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: ~d~ ""VD ~ ~~ ~~ i ~3~~-r ~I 9p y~~ ~vS-~' 18. ADDRESS: ~ f~-.. ~~ s~s~ s~.~6.e.~.,r. 26. ADDRESS: .7~~-/~ro-r, yr l~. ~/ 2 7 f 1. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX NO.: 27, OFFICE PHONE: 28. FAX NO.: 3id-3 - S ~S o~/-68s- i/z o~_BQ' _s-l~~ 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 3rd - ~~- elf 5 0 - - 5'G/ 9 14.E AIL ADDRESS: 1~[¢ ' G F ^ ~ ~' ' 22. EMAIL ADDRESS: ~ GJ ra, :~ n~w~c%L'y~ °~~u~ d 30. EMAIL ADDRESS: e Z.e 1 ~ t. dlri~.s~ S t s 1 .s ~ . rrn .;., FEE SIMPLE TITLE HOLDER; t~F OrHeH TI wN OwNeRj `-' ' BONDING COMPANYt . MORTGAGE LENDER: 31. NAME: 33. NAME: ~ 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: 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 the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced, I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that al! work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. ~ 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. !F YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ., OWNER orAGENT - CONTRACTOR i If Agent power of Attorney or Agency L~tu?r F oyJG~~~~ ~ ' (QualifierOnly},,. r ~'"~~ ~~TT V~ ~ Signed: Date ^ ~' Signed: Date. Before i ~ ay , 20~in the county of ~~77 Before me this ~~° day 'k~ , 20„~Din the county of Duval, State of Florida, h a s pers Wally appeared Duv St F rida has gers allya atp of lo p pe ared }~ J \ .C.- ICJ. cR'2i ~l ~C.i ~ 7 ~ / ~~ p ~) ~ / ~6~I"` 'rNL~ ~`~1..~, L ~-f.~ h in by himself /herself and affirms that all statements and declarations are herin by himself /herself and affirms that all statements and declarations a true and accurate. , true and accurate. ,Count of (( N~~otary Public at Large, State of.~ ry Public at Large, State o .County of f,~l Personally Known ~ mot ~ plc ~, RGADONN '" ersonally Known ^ roduced Identification - ti ^ oduced Identif r Notary Signature: £xP1T2~a: April I I, 2010 Notary Signature: FLNotaw IsePUP[. "'ae, a. t, ,r.~,.,rr~t~~r>~ar.~~_~.a~.M,~. ~:~ .` ~' ~ C~8~~1 ~G01~11/Y0T (: .~,~Frri:;~,ifi.~.uw~iid:.iw~t:.~~33~3iitS i - ~ CE ACH SEE PERMITS T'p;~ ,i»I770NAL REQUIREMENTS ANI) CONDITIONS. REVIEWED BY: DATE: ' FOF~M 600A-2004R EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A 'i Project Name: Hunt deNazarie Address: 371 4th Strset City, State: Atlantic Beach, FI Owner: deNazarie Remodel Climate Zone: North Builder. Permitting Office: Permit Number: Jurisdiction Number: Wilson Heating ~ Air Coin ~ 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 24.2 k13tu/hr _ 3. Number of units, ifmulti-family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 24.21cBtu/hr _ 5. Is ttus a worst case? No SEER 13.00 _ ~ 6. Conditioned floor area (ft2) 2048 ftz _ c. N/A 7. Glass type l and area: (Label regd. by 13-104.4.5 if not default) - a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble, U~.7) 202.0 ft2 a. Electric Heat Pump Cap: 22.0 ]c13tu/hr _ b. SHGC: HSPF: 7.70 _ (or Clear or Tint DEFAULT) 7b. (Clear) 362.0 ftz _ b. Electric Heat Pump Cap: 22.0 lclitu/hr _ 8. Floor types HSPF: 7.70 _ a. Slab-On-Grade Edge Insulation R~.O, 134.0(p) ft _ c. N/A _ b. N/A _ - c. N/A _ 14. Hot water systems 9, W~1 types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=5.0,1017.0 ft2 _ EF: 0.94 _ b. Frame, Wood, Exterior R=13.0, 1017.0 ftz _ b. Electric Resistance Cap: 50.0 gallons _ c. N/A _ EF: 0.94 _ d. N/A _ a Conservation credits _ e. N/A _ I (HIL-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 2048.0 ft2 15. HVAC credits MZ-C, MZ-H _ b. N/A (CF-Ceiling fan, CV-Cross ventilation, a N/A = HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Una AH: Interior Sup. R~.O, 125.0 ft MZ-C-Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R~.O, 125.0 ft _ MZ-H-Multizone heating) ~ Glass/Floor Area: 0.18 Total as-built points: 30297 PASS Total base points: 31044 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ~-~- DATE: G ~ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: wr~ro:•.e-+w^,v..Fn;.nm..:or•, a,,, r.. r.. .' :.rr^=rw•.. __._ FILE COPY dit Review of the plans and speaf~cations covered by this calculation indicates compliance with the Florida Energy Code. Before construction is compteted this building will be inspected for compliance with Section 553.9U8 Ftorida Statutes. glass type and areas, see Summer & Winter Glass output ofi pages 284 EnergyGauge® (Version: FLRCPB v4.5.2) BUILDING OFFICIAL: DATE: Swl ~~/d R~ ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCOREx = 85.0 The higher the score, the more efficient the home. deNazarie Remodel, 371 4th Street, Atlantic Beach, F!, 1. Napo evnstruction or existing New ~ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 24.2 kBtulhr _ 3, Numher ofunits. i£multi-family 1 _ SEER: 13.00 _ 4. Number of t3edra>~ns 4 ~ b. Central Unit Cap: 24.2 kl3tu/hr i, is this a ~ynnt cast'? No _ SEER: 13.00 ti. Conditioned tlewr area (tt=) 2048 ft= _ c. N/A Z Glass h~pel and area: {Label regd. by 13-104.4.5 if notdefaalt} _ ^ a. U-!'actor: Description Area 13, Heating systc;ms (or Single or Double DEFf1LiLt') 7a, (l~ble, U-0.7) 202.0 f~= a. Electric Heat Pump Cap: 22,0 kBtu/hr b. SHCiC:: HSPF: 7.70 (or Clear or'Iint DEF,AIJL't') 7b. (Clear) 362.0 R~ _ h. Electric Heat Pump Cap: 22.0 kBtu/hr 8. Floor types HSPF: 7,70 _ a. Slab-On-Grade Edge Insulation R=0.0. 134.0(p) ft - c. N/A b. N/A ~ Y c. N/A 14. Hot water svstems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete. tnt Instil. Exterior R=5.0. 1017.0 ft' ~ HF: 0.94 b. Frame, Wood, Exterior K=13.0, 1017.0 lit ~ b. Electric Resistance _ Cap: SO.U gallons -' c. N1A EF: 0.94 d. N/A ~. c. Conservation credits e. NLA {HR-Heat recovery, Solar lU. Ceiling types DHP-Dedicated heat pump) a. lender Attic R=3t).0. 2048.0 ft= I5. HVAC credits ML -C M%-H b. N!A (CF-Ceiling tan, CV-Cross ventilation . . c. N/A 11. Ducts r , HF-Whole house tan. a. Sup: l~nc. Ret: tJnc. ,4H: Interior Sup. it~ 0 125 0 tt PT'ProgramtnableThermostat, b. Sup: Unc. Ret: Unc. AH: Interior , , . Sup. K=6 U 125 0 h MZ.,-C-Multizone cooling, . , . MZ-H-Multizone heating} i ceYrtily thaC this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card wit! be completed based on installed Code compliant features, D.._u ... Date: ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORER = 85.0 The higher the score, the more efficient the home. deNazarie Remodel, 371 4th Street, Atlantic Beach, FI, l . New construction or existing New _ 2. Single family or multi-family Single family _ _ . Number ofunits, ifmulti-family I _ 4. Number of Bedrex>ms 4 _ i, Is this a wont case'? No _ h. Conditioned floor area (ft=) 2048 ft= _ 7. Glass tvpel and area: (Label regd. by 13-104.4.5 if'not default) a. U-facia: Description Area (or Single or Double DEFAt1L'1') 7a. (Dble, U=0.7) 202.0 ft= - b. SHC'rC: (or Clear or "lint DEFAULT) 7b. (Clear) 362.0 fl~ _ 8. Floor types a. Slab-On-Grade F.'.dge Insulation R=0.0, 134.0(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete. Int Instil. Exterior K=5.0. 1017.0 ft2 _ b. Frame, Wood, Exterior K=13.0, 1017.0 lt~ _ c. NIA _ d. N/A _ e. NIA _ lU. Ceiling types a. t!nder Attic R=30.0.2048.0 ft= _ b. N/A _ c. N/A __ 11. llucis a. Sup: L!nc. Ret: Unc. AH: Interior Sup. K=fi.Q 125.0 ft _ b. Sup: Unc. Ret: Unc. AH: Interior sup. R=6.0, 125.0 R _ 12. Cooling systems a. Central CJnit h. Central Unit c. N/A 13. Heating systems a. F,lectric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance e. Conservation credits (HR-Heat recovery. Solar llHP-L~dicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan. P'T-Programmable Thermostat, MI-C-Multizone cooling. ML-H-Multizone heating) i cetrtiiy that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: __ ___ _ Date: __.__ Address of New Home: City/FL Zip: Cap: 24.2 kBtu/hr _ SEER: 13.00 _ Cap: 24.2 kAtu/hr _ SEER: 11.00 Cap: 22.0 kt3tu/hr _. HSPF:7.70 _ Cap: 22.0 k13tu{hr ___ HSYF: 7.70 Cap: SOA gallons _ F:F: 0.94 _ Cap: 50.0 gallons _ FF: 0.94 ML-C'. Ml-H '`NOTE: The home's estimated energy performance score is only avuilahle through the FLA/RES computer program. This is not a Building Energy Rating. If yvur score is 80 or greater (or 86 fvr a US EPA/DUE EnergyStar'"'designatianj, your home may gualifj~.for energy efficiency mortgage (EEM) incentives if~you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 ar see the Energy Gauge web site at www.fsec.ucfedufnr information and a list of certifred Raters. For information about Florida's Ener~J Efficiency Code For Building Construction, contact the Department of Community Affairs at 80/487-1829. 1 Predominant glass type. For actual glass type and areas, sere Summer & Winter Glass' output onp ages 2&4. EnergyGauge®(Version: FLRCPli v4.5.2) FORiVI 600A-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: 371 4th Street, Atlantic Beach, F!, PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditio ned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points .18 2048.0 18.59 6853.0 1.Single,U=1.15,CIear N 1.0 9.0 40.0 21.95 0.99 872.0 2.Single,U=1.21,CIear N 1.0 9.0 60.0 21.85 0.99 1302.0 3.Single,U=1.21,CIear N 8.0 9.0 60.0 21.85 0.73 954.0 4.Double,U=0.73,CIear E 1.0 8.0 56.0 42.64 0.99 2366.0 5.Double,U=0.73,CIear S 1.0 8.0 24.0 36.45 0.98 860.0 6.Double,U=0.73,CIear S 8.0 8.0 48.0 36.45 0.52 910.0 7.Double,U=0.73,CIear W 1.0 8.0 74.0 39.12 0.99 2871.0 As-Built Total: 362.0 10135.0 WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 5.0 1017,0 1.00 1017.0 Exterior 2034.0 1.70 3457.8 2. Frame, Wood, Exterior 13.0 1017.0 1.50 1525.5 Base Total: 2034.0 3457.8 As-Built Total: 2034.0 2542.5 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 24.0 6.10 146.4 Exterior 24.0 6.10 146.4 Base Total: 24.0 146.4 As-Built Total: 24.0 145.4 CEILING TYPES Area X BSPM =Points Type R-Value Area XSPM X SCM = Points Under Attic 2048.0 1.73 3543.0 1. Under Attic 30.0 2048.0 1.73 X 1.00 3543.0 Base Total: 2048.0 3543.0 As-Built Total: 2048.0 3543.0 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Slab 134.0(p) -37.0 -4958.0 1. Slab-On-Grade Edge Insulation 0.0 134.0(p -41.20 -5520.8 Raised 0.0 0.00 0.0 Base Totat: -4958.0 As-Built Total: 134.0 -5520.8 INFILTRATION Area X BSPM =Points Area X SPM = Points 2048.0 10.21 20910.1 2048.0 10.21 20910.1 EnergyGauge(R~ DCA Form 600A-2004R EnergyGauge®lFIaRES'2004R FLRCPB v4.5.2 FORdVI 600A-2004R EnergyGauge® 4.5.2 SUMMER CALCULATt~NS Residential Whole Building Performance Method A -Details ~ ADDRESS: 371 4th Street, Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT Summer Base Points: 29952.3 Summer As-Built Points: 31756.2 Total Summer X System = Cooling Totai X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Central Unit 24200btuh ,SEER/EFF('13.0) Ducts:Unc(S},Unc(R},tnt(Ati),R6.0(INS) 31756 0.50 (1.09 x 1.147 x 0.86} 0.260 0.950 4238.9 (sys 2: Central Unit 24200btuh ,SEER/EFF(13.0) Ducts:Unc(S),Unc(R),Int(AH),R6.0({NS) 31756 0.50 (1.09 x 1.147 x 0.91) 0.260 0.950 4462.0 29952.3 0.3250 9734.5 31756.2 1.00 1.109 0.260 0.950 8700.9 EnergyGaugeTM DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ADDRESS: 371 4th Street, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT GLASS TYPES 18 X Conditio ned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF =Point .18 2048 .0 20.17 7435.0 1.Single,U=1,15,CIear N 1.0 9.0 40.0 30.44 1.00 1217.0 2.Singie,U=1.21,CIear N 1.0 9.0 60.0 31.54 1.00 1891.0 3.Singie,U=1.21,CIear N 8.0 9.0 60.0 31.54 1.02 1924.0 4.Double,U=0.73,CIear E 1.0 8.0 56.0 14.99 1.01 846.0 5.Double,U=0.73,CIear S 1.0 8.0 24.0 9.51 1.00 227.0 6.Double,U=0.73,CIear S 8.0 8.0 48.0 9.51 2.73 1247.0 7.doubie,U=0.73,CIear W 1.D 8.D 74.0 16.87 1.00 1251.D As-Built Total: 362.0 8603.0 WALL TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1, Concrete, tnt Insul, Exterior 5.0 1017.0 5.70 5796.9 Exterior 2034.0 3.70 7525.8 2. Frame, Wood, Exterior 13.0 1017.0 3.40 3457.8 Base Total: 2034.0 7525.8 As-Built Total: 2034.0 9254.7 DOOR TYPES Area X BWPM =Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 24.0 12.30 295.2 Exterior 24.0 12.30 295.2 Base Total: 24.0 295.2 As-Built Total: 24.0 295.2 CEILING TYPES Area X BWPM =Points Type R-Value Area XWPM X WCM = Points Under Attic 2048.0 2.05 4198.4 1. Under Attic 30.0 2048.0 2.05 X 1.00 4198.4 Base Total: 2048.0 4198.4 As-built Total: 2048.0 4198.4 FLOOR TYPES Area X BWPM =Points Type R-Value Area X WPM = Points Slab 134.0(p) 8.9 1192.6 1. Slab-On-Grade Edge Insulation 0.0 134.0(p 18.80 2519.2 Raised 0.0 0.00 0.0 Base Total: 1192.6 As-Built Total: 134.0 2519.2 INFILTRATION Area X BWPM =Points Area X WPM = Points 2048.0 -0.59 -1208.3 2048.0 -0.59 -1208.3 EnergyGauge® DCA Form 600A-2004R EnergyGauge~/FIaRES'2004R FIRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: 371 4th Street, Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT Winter Base Points: 19438.7 Winter As-Built Points: 23662.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 22000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 23662.2 0.500 (1.069 x 1.169 x 0.88) 0.443 0.950 5495.5 {sys 2: Electric Heat Pump 22000 btuh ,EFF(7.7) Ducts:Unc(S ),Unc(R),Int(AH),R6.0 23662.2 0.500 (1.069 x 1.169 x 0.93) 0.443 0.950 5784.8 19438.7 0.5540 10769.0 23652.2 1.00 1.133 0.443 0.950 11280.3 EnergyGauge T"" DCA Form 600A-2004R EnergyGaugeCa~lFIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge®4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: 371 4th Street, Atlantic Beach, FI, PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.94 4 0.50 2578.94 1.00 5157.9 50.0 0.94 As-Built Total: 4 0.50 2578.94 1.00 5157.9 10315.7 CODE COMPLIAIUCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 9735 10789 10540 31044 8701 11280 10316 30297 PASS EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FI.RCPB v4.5.2 • FARM 600A-2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A -Details ADDRESS: 371 4th Street, Atlantic Beach, FI, PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST __ __ __ SECTION ~_ COMPONENTS ~ _ _ -__ _ REQUIREMENTS FOR EACH PRACTICE __ ~ .CHECK _ _ Exterior Windows & Doors ~ 606,1.ABC.1.1 ~ Maximum:.3 cfrnlsq.ft. window area; .5 efrn/sq.ft. door area. i Exterior & Adjacent Walls ~ 606.1.ABC.1.2.1 ; Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; ~ ~, ~ foundation & wall sole or sift plate; joints between exterior wall panels at comers; utility j j penetrations; between wall panels & top/bottom plates; between watts and floor. f EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends ', _ _ ~ from,. and is sealed-to,-the foundation to the top-plate.,-_.-- ~ __ Floors i 606.1.ABC.1.2.2 ~ Penetrations/openings >1 /13" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infikration barrier is instaled that is sealed to the rlmeter netrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is -----..----_---._ ~ installed that-is-seated ai thegerimeter,_at_penetrations-and-seams.- Recessed Lighting Fixtures 606.1.ABC.1.2.4 i Type 1C rated with no penetrations, sealed; or Type 1C or non-IC rated, installed inside a ~ i sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfn'i from ~ .. - ~ conditioned s ace tested.- -- _- _ _--- -- _ , _ _ -- -__-. _.. __ _.._--- - -.-- .i _ ._A } 5 ~~ ~ n ve , ~ Add t onal Infiltrat on regts ~ 606.1 ABC.1 3 mbustion space heaters comply with NFPA, nted to outd ors, dampe fans , E xhau j have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS ~ SECTION !REQUIREMENTS ___ !_~___ ! C_H_ ECK __ Water Heaters ~ 1612.1 I Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker electric or cutoff as must be rovided. External or built-in heat tra re wired. I Swimming Pools & Spas ~ 612.1 i Spas 8~ heated pools must have covers (except solar heated). Non-commercial pools II i must have a pump timer. Gas spa & pool heaters must have a minimum thermal ---- - - ----- -- -----------°------ -------- . . ...--------- -t ......- -......-'' ----_. - - t f e ---- Showerheads _ i 612.1 .____.....-----.._ .__ _ -r-fl Om_ust be restricted to no more than 2.5 gallons per minute at 80 PSIG_ Wa- _ e _ __ .. + Air Distribution Systems rt ~ 610.1 ~ All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically ~ attached, sealed, insulated, and installed in accordance with the criteria of Section 610. i Ducts in unconditioned attics: R-6 min. insutation~ _--._-__----------.------•-----.-------_-_---?------------ j ------- HVAC Controls _ ~ `~ -- .___-.._.-.__--_._--- G 607.1 _ _ -..----.- - _ ~ Separate reader accessible manual or automatic thermostat for each~stem____ _~___ Insulation ~ 604.1, 602.1 I Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides, i i, ~ Common ceiling & floors R-11. I EnergyGaugeTM' DCA Form 600A-2004R EnergyGauge~l/FIaRES'2004R FLRCPB v4.5.2 permit # ApYtc., ' - Z,~ i pR~DUC'p . i ~ ~f. 3~ roduct approva ~ ~ ~ ~" anon and p ben listed ~~r f rovide the inform errnit num project Name 7 3 72, please p ect for the p licable listed 1- Code 9g_ construction proj of the app ddress: Florida Administrative the building royal number for any project A and licable to roduct app orY• -Local # Statute ~53.8~2 below ao do notknow the p ,vYw.l`ioridabuildil State # b Florida comp°nents listed l1er if y obtained at' ~ itation of Use As required y building royal ma be Lim number{s) for the our product supp escription you should contact y roduct a product D formation re ard~n statewide tuner R above. Manufac .• roducts. In .~~„5a ~~ CategorYlSubcatego~ ~~~ TERIQR,D~pRS 6![~ f ski A. EX ~ ~ ~ ~ 1. Swinging ~2, Sliding 3 ,Sectional 4. Roll up ~~ ~ ~` ~ 5 • Automatic ~ ~~,~ ~ ~~ b• Other ~i` B ~NDpWS ~ S 1'~ ~ 1, Single hung 2, Horizontal slider 3. Casement 4. Double hung 5, Fixed 6• Awning ._---~' ~ •pass-through 8 projected 9 • Mullion 10. W ind breaker ~rF,,.,......---~^""e...•`~. .~ 11. Dual action 12. ether ~ ~L~ _ _ ~~ :a ----~ ~~-- . Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # C. PANEL WALL 1. Siding ~cmd ~~tC~'~. ~ ~'~` -S R 2. Soffits err / 7S 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse X 10. Synthetic stucco 11. ©ther D. ROOFING PRODUCTS k' 1. Asphalt shingles ~,,j ~~ ~ S ~~ ~~ ~ ~ 2. Underlayments ~'~~ _ ~~/ ~`S~~G4~ ~~~~~f;O 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofin insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof the adhesive 16. Spray applied polyurethane roof 17 , Qther Manufacturer Categot'Y/SubcategorY E S~,UTTER5 1 Accordion 2. Bahama ~ ~ ~ panels 4, Colonial .--~'~- ~ ,Roll-up ~~--~"._ 6~ ent 7.Othe~~„ .~"" _ ~~ F. S ~CUNE C4 ector(anchor 1 Mood cone ~ 2 Truss plates n sneered lumber ~ 3.E g q ,Railing ~.. 5.Coolers-freezers 6, Concrete admiXtures 7 ,Material s g. Insulation fore g, plastics 10. Deck-roof 11. -Wall 12 13 Othe !,_ G~GHTS 1. Skylight Loca- # of Use State # Limitation product Description t~l_. ~ ~' 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. Authorized Project Agent: ~%~ofi-frf L- y~ (Contractor or Design Professional) (Print Name) Company Name: ~`~~fr/r~.-d ~o~s7~~~c,~~c~h ~~~`, Mailing Address: S/`5/ Svr-~~~,r~.. ~~ -S3'C~s., ~ City: ~ ~lL.rdnv.'~1-ti State: ~~ Zip Code: Zcs / ~- Fax Number: ay ~' ~ /~! Telephone Number: (f'G'~ ) ~~- S/ (~1 ) Cell Phone Number: (yby) ~3~ 4/~/ 9 E-mail Address: Lh ~~ ~ e ~~~~~°~"'~'C®'z-~'~"~~~8' J ~°~ Project Summary Job: -~- wrightsoft~ Date: s-z~-os Entire House By: Ray Lake Wilson Heating ~ Air Conditioning Inc. Project information For: deNazarie Remodel Notes: deNazarie Remodel RTN ~- • • ~ Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions b O 68 F nside db ( ° Design TD 29 °F Heating Summary Structure 28924 Btuh Ducts 1446 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 30370 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) 2 0 H~ ~ 2048 Area ft m 4S 2 ~ft') Volu e 18432 18432 Air changes/hour 1.00 0.40 Equiv. AVF (cfm) 307 123 Heating Equi pment Sum mary Make Trade Model GAMA ID Efficiency Heating input Heating output Temperature rise Actual air flaw Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 1551 cfm 0.051 cfm/Btuh 0.00 in H2O Summer Design Conditions Outside db 95 °F Inside db 75 °F Design TD 20 °F Daily range Relative humidity L 50 Moisture difference 53 gr/Ib Sensible Cooling Equipment Load Sizing Structure 29466 Btuh Ducts 2947 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing mu~tiptier 1.00 Equipment sensible load 32412 Btuh Latent Cooling Equipment Load Sizing Structure 5825 Btuh Ducts 0 Btuh Central verrt ((0 cfm) 0 Btuh Equipment lafent load 5825 Btuh Equipment total load 38237 Btuh Req. total capacity at 0.70 SHR 3.9 ton Cooling Equipment Summary Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 EER 0 Btuh 0 Btuh 0 Btuh 1551 cfm 0.048 cfm/Btuh 0.00 in H2O 0.85 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ~"~- wrl~htsotC Right-Sufte"' Universal 7.0.14 RSU02957 2008-Jun-27 14:32:U3 ACCP. C:~Users~Ray Lake\DxumentslWrigMsott HVACIHurH deNamrle.rup Cak = MJ7 Orierftation = S Page 1 }y: ti+.~~.r:trr~.`,f'~..`~_"_~~?~6eN.6?tlir''.i;'a y,~ FILE CQPY~r. ~~. - . ^L __ wrightsoft" Right-J® Worksheet Enure House Wilson Heating ~ Air Conditioning Inc. Job: Date: s-s~-os By: Ray Lake 1 MANUAL J: 7th Ed. Name of room Errtire Harse 1st floor 2nd floor 2 Length or exposed well 268.0 ft 134.0 ft 134.0 ft 3 Raom dimensia>8 1024 x 1.0 ft 1024 x 1.0 ft 4 Ceilings Comet. Optics 9.0 ft d 9.0 ft heaUCOd 8.0 ft herat/cod TYPE OF CST HTM Area Laed (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Ntg Clg (ft~ Htg Cig Cft~ Htg Clg (ft~ Htg Clg Htg Clg 5 Gross a 1460 4.2 29 1206 1206 0 tH t.H .M. Exposed b 1301 1.8 1.4 1206 ~~ N."y 0 .... .... 1.fnn GW !M. "" . "" ~t •TMt walls and c 0.0 0.0 0 '"'"` "" 0 "" ""` 0 ..:. _ partitions d 0.0 0.0 0 '""' •*'• 0 •••• •••` '." 0 •••• ."" .... .... .... e 0.0 0.0 0 """ '"`. 0 ""` 0 6 Winao°rs and a 6CO o.a •' o a "" o o "'" o o -•" ~" glass doors b 9C0 35.1 " 60 2105 ••" 60 2105 "" 0 0 "" ""' ~~~ Heating C 3C0 21.0 113 2378 ""' 113 2376 "" 0 0 •"` "'"' d 9C0 27.8 60 1670 ""' 0 0 "" 60 1670 " e 3C0 18.7 89 1484 "" 0 0 """ 89 1484 ""' ' ~ '" f 0.0 " 0 0 "'" 0 0 ""' 0 0 •"' 7 Windows and North 40.5 233 "" 4863 106 "" 2964 BB "" 1898 "" glass doss NEINW 0.0 0 "" 0 0 "" 0 0 "" 0 ""' "'° Coding E/W 71.4 130 "" 9282 65 "" 4880 65 '"" 4602 ""' SElSW 0.0 0 ""' 0 0 "" 0 0 `"" 0 South 0.0 -41 ""' 574 0 "" 0 16 "" 574 "" Horn 0.0 0 '*" 0 0 "" 0 0 '*" 0 "" 8 Other doors a 10F0 9.3 8.8 24 223 212 24 223 212 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 1480 4.2 28 1008 4214 2950 1009 4214 2950 0 0 0 expOSed b 1301 1.8 1.4 1057 1945 1438 0 0 0 1057 1945 1436 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1860 1.0 1.6 2048 1980 3244 1024 980 1622 1024 880 1622 b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Fkxxs a 22A0 23.5 0,0 134 3148 0 134 3148 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 infiltration a 28.3 7.8 346 9600 2703 197 5580 1539 149 4220 1164 Ventilation 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 28924 18825 10299 Less external head ~ +*•• 0 •••• •••• 0 •••• •••• 0 „•• •"•• •••• Less transfer •••• 0 •••• •••• 0 ••+• «« 0 •••• •••• •,•• Heating redistribiddion "'• 0 "" "" 0 "" "" 0 ""' •""` "'"` 14 Duct loss 5° 1446 "" 5 931 "'" 5° 515 ""' ° ""' 15 Total loss = 13+14 ""' 30370 ""` "*' 19556 "" "'•• 10614 ••" "'* "'" 16 trd. gains: People ® 300 6 "•' 1800 3 "" 900 3 "" 900 ""' Apps. ~ 1200 2 "" 2400 1 "" 1200 1 `*" 1200 """ 17 Subtd RSH gain=7+8..+12+18 "" "" 29466 "" ""' 18067 "" ""' 13399 """ "" Less external coding :••• •••• 0 "••• •••• 0 •••• •••• 0 •••• •••• Less irar\sfer ...: :... 0 .... .... a .... .m a ..r. ».. COOling rer3stnbutrorl "•` *•** Q .... .... () .... .... a .+.. ...r 1 8 Duct gain 10° *"' 2947 10° :"` 1607 10° / ""' 1340 "': 1 9 Total RSH gain=(17+18)`PLF 1.00 *"' 32412 1.00 "" 17673 1.00 ""' 14739 ""' 2 0 Air 2glared (dm) 1551 1551 999 846 552 705 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. -~ -~+- wr~phtavl't^ Right-SufleTM UnNers817.0.14 RSU02957 2008-Jun-27 14:32:03 .~P. C:\Users\Ray Lake\DocumeMs\Wrightsoft HVAC\HuM deNazarle.Np Calc = MJ7 Orientation = S Page 7 Window Data ~°b' -~- wrightsoft~ Date: 6-27-08 By: Ray Lake Wilson Heating & Air Conditioning Inc. W S O G L S S N I S O O W C W S N K R L O T H G N H V V H H N H D Y I A W R A L C C R R G T A A W Z E M D Z L O X Y T M R R 1st floor 9C0 n n c n n n 1 90.0 1.0 8.0 2.0 7.0 31.0 60.0 0.0 3C0 n e c n n n 2 90.0 1.0 1.0 4.0 4.0 72.0 28.0 0.0 3C0 n s c n n n 2 90.0 1.0 8.0 3.0 5.0 38.0 48.0 48.0 3C0 n w c n n n 2 90.0 1.0 1.0 4.0 4.0 72.0 37.0 0.0 2nd floor 9C0 n n c n n n 1 90.0 1.0 1.0 2.0 7.0 28.6 60.0 0.0 3C0 n e c n n n 2 90.0 1.0 1.0 4.0 4.0 70.8 28.0 0.0 3C0 n s c n n n 2 90.0 1.0 1.0 4.0 4.0 36.8 24.0 8.4 3C0 n w c n n n 2 90.0 1.0 1.0 4.0 4.0 70.8 37.0 0.0 ___ - '~ ~ wript~tsol't- Right-SuiteTM Universal 7.0.14 RSU02951 2008-Jun-27 14:32:04 ,~~ C:\Users\Ray Lake\Documents\Wrightsott HVAC1Hunt deNazerb.rup Cak: = MJ7 Orbntetion = S Page 1 Calculation Procedures A, B, C, D Job: -~1- wrightsoft® Date: s-2~-os Entire House By: Ray Lake Wilson Heating ~ Air Conditioning Inc. Procedure A -Winter infiltration HTM Calculation* 1. Winter infiltration AVF 1.00 ach x 18432 ft' x 0.0167 = 307 cfm 2. Winter infiltration load 1.1 x307 cfm x 29 °F Winter TD = 9800 Btuh 3. Winter infiltration HTM 9800 Btuh / 346 ft2 Total window = 28.3 Btuh/ftz and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18432 ft' x 0.0167 = 123 cfm 2. Summer infiltration load 1.1 x123 cfm x 20 °F Summer TD = 2703 Btuh 3. Summer infiltration HTM 2703 Btuh / 346 ft2 Total window = 7.8 Btuh/ft2 and door area Procedure C -Latent infiltration Gain 0.68 x53 gr/Ib moist.diff. x 123 cfm = 4445 Btuh Procedure D -Equipment Sizing ~oaaS 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 20 °F Summer TD - 0 Btuh Sensible load for structure (Line 19) + 32412 Btuh = Vent + structure + other equip loads 32412 Btuh . Rating and temperature swing multiplier x 1.00 Equipment suing load -sensible = 32412 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 53 gr/Ib moist.diff. + Internal loads = 230 Btuh x 6 people 1380 Btuh Ir>filtration load from Procedure C + 4445 Btuh Equipment sizing load -latent = 5825 Btuh * Construction qualit .: Average Fireplace construc~on: Average Number of fireplaces: 1 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. +. ~'~- wriyhtsoTt- Right-Suite"' Universa17.0.14 RSU02957 2008-Jun-27 14:32:03 ACA C:\Users\Ray Lake\Documents\Wrightson HVAC\Hunt deNararie.rup Calc = MJ7 OrleMatlon = S Page 1 Com onent Constructions '°'°~ ~- wrightsoft° P Date: s-n-os Entire House isy: Ray Lake ~Ison Heating ~ Air Conditioning Inc. ~ • • For: deNazarie Remodel ~- ~ • ~ ~ Location: indoor Heating Cooling Jacksonville Mayp~ El ti 1~ ft Naval, FL, US Indoor temperattxe (°F) ° 68 75 eva on: L tit d 30°N Design TD ( F)) 29 20 a u e: Relative humidity {%) 50 50 Outdoor Heating Cooling Moisture difference (gr/Ib) 22.9 53.2 Dry bulb (°F) 39 95 Infiltration: ~ ~ ~°F) ° { L ) ~ Simpl~ed We bulb ( - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions or area u-value Insul R Htg HTM Loss Cig HTM Gain R aWhAt'-'F R-•FR4th BtuhAl' BWh BWhAF BOuh Walls 14130: Blk waN, stucco ext, r-5 ext bd ins, 8" thk, 112" gypsum 1009 0.144 5.0 4.18 4214 2.92 2950 board int fish Partitions 13D1: Frm wall, stucco ext, 1/2" wood shth, r-11 cav ins, 1/2" 1057 0.080 12.8 1.84 1945 1.3B 1438 gypsum board int fish, 2"x4" wood fin Windows 9C0: 2 glazing, cir outr, air gas, mtl no brk frm mat, cir innr, 1/4" n 60 1.210 0.0 35.1 2105 31.0 1860 gap, 1/8" thk; clear; 8 ft overhang (7 ft window ht, 2 ft sep.} ;~fi 2 alazis~st. cir outr. air gas, mti no brk frm mat, clr innr, 114" a 28 0.725 0.0 21.0 589 72.0 2016 i;au, ~ifU` i~ti;; cigar; 1 ~~ o~erh ang (4 ft window ht, 4 ft sep.} w 37 0.725 0.0 21.0 778 72.0 2664 JL+V. L Uiat3l iy. LIS VVt7, Ott VQa. llUl ItV UIR {I lit tifGi. Lit 7t 733t. t7Y V.=U. !:V tliR. L7CGi, 'J it VL'CtltC3!•J {J tL L:lI3UUW 7!!. J !L ~Ctl.} v.r E. 1rr~-~ .»nd {:rt" tJ.^.FJ. !.'U~ tl t7:, 4.it:Ct. ! tt 'J`I Ct ItS ~J t f t2 LM1ltU17VY f{t. L It JC4J.7 2z l UT U. 71t1V7, L7U JL tVUC, tttii Jit ti! J377if r+e111nQS " ra,'-e~ ri^ ''t ~~~ •••w••prtJfii~I R,11Ft1Vf,: ~,, ;i,., ,•~,:. i,~ 1(17 Tf1Ch «~v. ;~, s;ov; . ;;u; ~~ ~ r so.i e 28 0.725 0.0 16.7 467 70.8 1982 ?c i~''y ~ ifi' min; ~.; ~ --, tiv 'ci ;1_;5 ;}.i~ ej ni 7;is p;7i; ~ 4U V. f LJ lJ.l; L 7 .tJ ! LJUD LJ.tu i 7 VY GY V..7LV U.L• +f lJi f: iii' 3.LV LGJ U.JJ LtL i:S4 lJ.ti'IU U.t) X3.5 si4is ti.fxi ti ;;±+`~-~ -~- wrightsotft• Right-SuiteTM Universal 7.0.14 RSU02957 2008-Jun-27 14:32:03 /IC.C.P~ C:1Users\Ray LakelDOCUments\Wriglttsoft HVAC\Hurtt deNazarie.rup Cak: = MJ7 Orientation ~ S Page 1 Building Analysis '': r~-r,-os -~- wrightsoft~ Entiine House By: `~'' `eke Wilson Heating 8R Air Conditioning Inc. Pro'ect Information ~• . . Location• .facksonvilie Mayport Naval, Ft, US Indoor ° Indoor temperature (F) °F) i TD D Heating 68 29 Cooling 75 20 Elevation: 16 ft ° { n es (%) Rela~ve humidit 50 50 N Latitude: 30 t3utdoor: Heating Cooling y ll~oisture difference (gr/!b) 22.9 53.2 Dry bulb (°F) 39 95 Infiltration: oily range r°F) - Wet bulb (°F'j - 15 (L T8 ) Method Construction r~uality Simplified Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Com ent BtuhJft2 Btuh °lo of load Walls 3.0 6158 20.3 Glazing 23.7 7635 25.1 Doors 9.3 223 0.7 Ceilings 1A 1960 6.5 Floors 1.5 3148 10.4 Infiltration 28.3 9800 32.3 Ducts 1446 4.8 Piping 0 0.0 Humidification 0 0.0 Ventilation 0 0.0 tments 0 Total 3037 100.0 Coolin Com Btuhlft~ Btuh % of load Wails 2.1 4387 13.5 Glazing 45.7 14719 45.4 Doors 8.8 212 0.7 Ceilings 1.6 3244 10.0 Floors 0.0 0 0.0 ion 7.8 2947 9 1 Duets . Ventilation 0 0.0 gains ~ a 4200 10 0 I a e r 0 . 11uu tments T 2 otat 3241 100.0 Overall U-value = 0.108 Btuh/ft2-°F Data entries checked. i"F+- wrightsoft` Rignt-Suite' UniVerSa17.0.14 RSU02957 2006-Jun-27 14:32:03 C.~A C:IUserslRay Lake\Documents\Wrightsott HVAC\Hunt deNazerle.rup Calc = MJ7 Orientation = S Page t ''~' I Fill in later e- ~,,, ~ Job: deNazarie Resd 371-373 4th St ~, Atlantic Bch RAISED SEALS Storm-Pruf/Bar-Shel Inc. Middleburg,FL Stormpruf@aol.com Phone: (904)838-7754 'Fax: (904)282-8735 =J Cover Sheet ---~ 04-00-00 F5 16" WI-60 I-Jois Truss Level F~OOr ~Georgia~citic : • . • Qty Span Description 16 oU-oo-00 16" x 12' RimBoard ~('~,eOrgia~AdfiC • Qty Span Description 5 24-00-00 F1 ' 16" XJ-85 I-Joist 16 12-00-00 F2 16" XJ-85 I-Joist 9~ 18-00-00' ' F3 16" XJ-85 I-Joist 4 14-00-00 F4 16" XJ-85 I-Joist due 1 @tr 5 P1 - ITT416 ~, ~Georgia~t~c Qty Span Description 2 05-00-00 8M1 16" LVL t~ +~ Trusses: 0 Hangers: 5 Jacks: 0 Beams: 2 Piggy Backs; 0 I-Joist: 38 Total Trusses in Package: 0 '~'°"~~~~ . *~, . 16 ~ HomeBASE by Alpine Engineered Products, Inc. Job #: SP8-OOSF File #: Salesman: Fill in later Designer. Ron Berlin Date: 6/20/2008 Del. Date: ~~ ~ ~~ `,. '` • Description OPY Page 1 of 1 t ~ . .,~ O~ ~~ ~ ~ ~ ~ ~. ~ ~ ~ ~' ~, ~ ~ ~ ~ ~ f i E r -- ~.~ >~ ~: . Manning Building Supplies HARDWARE SCHEDULE 1/1/2008 Jax Truss Item # Mark Descri ti Simpson Reactions Carrying Member Carried Member Connector N t p on Page Floor Roof Uplift Nailing Nailing Type es o h 3 7/8" 3200 1250 14 10d 1 5 1/8" max. gap 1099 A HTU26 m - 121 120 2880 3100 1175 2 1 ( ) . x 1/2" max. gap h 5 1/2" - 3600 1555 ( 6d 0) 20 10d 1 1/8" max. gap m - 3580 1215 ( ) x .5 1/2" max. gap h 3 718" 3745 3895 1235 14 10 1 5 1/8" max. gap 1100 B HTU28 m - 120 121 3720 3770 1125 16d 26 ( ) dx . 112" max. gap h 7 1/4" - 3745 4680 2140 ( ) 26 10 1 5 1I8" max. gap - m 3720 4655 ( ) dx . 112" max. gap 1075 C HGUS26-2 mh 4-9/16" 3940 4930 2325 (20)16d (8)16d 2 Pl 1076 D1 HGUS28-2 mh6-9/16" 118-119 6805 7925 3220 16d 36 12 16d Roof Truss y 1077 D2 HGUS28-3 mh 6-13/16" ( ) ( ) 3 Ply 0 E 800 1000 765 t6d 6 1 d 1 13 6 SUR 26 78 (6) ( ) x .5 0 ° F 1330 1660 1250 16d 10 10 10 1 Skewed 45 1320 SUR 210 ( ) ( ) dx .5 1151 G LSSU210 Sloped Only 74 1110 1390 875 (10)10d 7 10d 1 5 Field Slopeable 8 Sloped/Skewed 995 1205 785 (9)10d ( ) x . Skewable 1348 H THJA26 126 2680 3265 960 (20)16d (6)HJ (4)EJ 10dx1.5 Hip/End Jack 1346 CU THGBH2 130 10010 10010 8010 (10)1od (2)314" Bolts (8) 3/4" Bolts 2 Ply 1334 I THA422 Top Mount 1635 1635 - (4)Top (2)Face 16d Face Mount 3630 4145 1550 (22)16d Face 1 Ply 1336 11 THA422 2 Top Mount 117 2810 2810 (4)Top (4)Face 16d 16d 6 2 P - Face Mount 4720 5520 2060 (30)16d Face ( ) ly 1344 J THAC422 Top Mount 1635 1635 - (4)Top (2)Face 16d 1 Ply Inverted Face Mount 3630 4145 1550 (22)16d Face Flange 1338 Single top chord carrying member 880 880 _ (4)10dx1.5 Top (2)10dx1.5 Face (1)1odx1.5 Straight (2}10dx1.5 Slant (Left) - 1340 K THA422 L/R Double top chord carrying member 123 1090 1090 _ (4)10d Top (2)10d Face (1)10d Straight Sys-42 Floor Truss Skewed 45° (Right) LVL Carryng Member 1675 1675 310 (4)10d Top (8)10d Face (2)10dx1.5 Slant 1342 K1 THA426 Top Mount 117 2425 2425 - (4)Top (4)Face 16d 6 16d P Face Mount 4020 4655 1715 (30)16d ( ) 1 ly L 108 109 1860 233 127 ° 1328 SUR 410 - 0 5 (14)16d (6)16d Skewed 45 1152 M LSSU410 Sloped Only 74 2430 3035 1150 (18)16d 12 10d 1 5 Field Slopeable & Sloped/Skewed 1625 1625 1150 (14)16d ( ) x . Skewable ~ 1140 N IUT312 Face Mount 82 1110 1390 255 (10)10d (2)10dx1.5 2.5" 1 Ply 1122 O HU312-2 Face Mount 83 2145 2680 1085 (16)16d (6)10d 2.5" 2 Ply 11413 P ITT416 Top Mount 90 1465 1465 235 (4)Top (2)Face 10d (2)10dx1.5 3.5" 1 Ply 1141 P1 IUT412 Face Mount 82 1110 1390 255 (10)10d (2)10dx1.5 3.5" 1 Ply ~, 11412 Q ITT316 Top Mount 90 1465 1465 235 (4)Top (2)Face 10d (2)10dx1.5 I-joist 2.5" 1 Ply 1296 S SUL 2.56/11 ° 1297 SUR 2.56/11 108-109 2305 2665 225 (16)16d (2)10dx1.5 Skewed 45 1153 T LSSUH310 Sloped Only 74 2295 2295 1150 (18)16d (12)10dx1.5 Field Slopeable & !~ Sloped/Skewed 1600 1600 1150 (14)16d (12)10dx1.5 Skewable 1127 U1 HU9 Min 2410 3015 865 (18)16d (6)10dx1.5 1 Pl Max 3215 4020 1440 (24)16d (10)10dx1.5 y 1121 U2 HU11 Min 83 2950 3685 865 (22)16d (6)10dx1.5 1 Pl !~! Max 4020 4405 1440 (30)16d (10)10dx1.5 y 1078 V HGUS48 6805 7925 3220 (36)16d (12)16d 2 Ply 1079 W HGUS412 9155 9155 4055 (56)16d (20)16d 2 Ply 1080 HGUS412 L square end 4211 4211 LVL X - bevel end 6133 6133 2 Ply 1081 HGUS412 R square end 83+182 4211 4211 1662 (56)16d (20)16d Skewed 45° - bevel end 6133 6133 1105 Y HUC412 Min 2145 2680 1085 (16)16d (6)10d Concealed Max 2950 3685 1810 (22)16d (10)10d Flanges 1082 Z HGUS5.50/12 83 9155 9155 0 3 Ply 1083 ZZ HGUS7.25/12 9835 9835 4 55 (56)16d (20)16d 4 Ply ~ 1352 TS62-24 Truss Spacer 132 540# Com pression, 365# Tension (4)10dx1.5 2449 3" SDS Screw ' 2450 4-1/2" SDS Screw 20 & 81 2451 6" SDS Screw Misc. ~ 2447 1/2"x8" A307 Bolt Assembly 2448 1/2"x10" A307 Bolt Assembly Includes washers & nut RIM BDRRD 0 7 0 N V o m in iL i W~R~II~G MOTE i. DO NOT CUT OR RLTER TRUSSES, UNLESS RPPROVED BY TRUSS OFFICE 2. VERIFY RLL SPRNS RND RMOUNTS, RS TRUSSES WILL BE BUILT IN STRICT RCCORDRNCE WITH THIS LRYOUT 3. NO BRCKCHRRGES RLLOWED, UNLESS RPPROVED IN WRITING BY TRUSS PLRNT MRNRGER 4. RPPROVED BY RPPROVRL DRTE: DEL. DRTE : ..v .. eta#~~;ta RTTENTIQN ~~~;E~~r~: ~ /~ N Within o run of Trusses n member(I-joist/SY42 Trussl mny need to be oFFset From it's regulor oc syncing +/- 3". This maybe Tn nllou for nccess ponels, plumbing,stnirs,ect. This wilt not change or moke fail the or ino! design of o Non Girder member, because of ~he Dinphrnm bracing of the members and the mnximun toad volue of each member is not moxed out. BASE PLATE HT 8-I-8 lRRO ALL I-JOIST I6" ® 24"oc. UNLESS NOTED OTHERIJISE. ~ FI's ® 16 oc N JOB= SP8-005F deNazarie Resd LOC= 371-373 4th St PLAN= Remodel DESIGNER= Ron Berlin Designed By Storm -Pruf /Ber -She I Inc e ~. ~• „t. ~. ±~. ee Composite Action : No 4' 10" LOADS Project Design Loads : Floor. Live=40 psf, Dead=15 psf,~ Spacing (in.) : 0.0 5", 565 psi Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End Start End Span# Starts Ends Additionallnfo 1 Uniform(plf) 275 200 100% 0 0'0" 4' 10" FL F2's 2 Uniform(plf) 450 327 100% 0 0'0" 4' 10" FL F3's Uniform(plf) 15 0 0 0 4' 10" Self Weight 'Dimensions measured from left end when span# is 0 otherwise from left end of the s pecified span SUPPORTS(Ibs) 1 2 Max R'n 1787 1787 Min R'n 513 513 DL R'n 513 513 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 693 1 1' 2" 21 10640 100% 0.07 M(ft-Ibs) 2160 1 2' 5" 21 34954 100% 0.06 LtRn(Ibs) 1787 0 0' 0" 21 6921 100% 0.26 See Note #4 RtRn(Ibs) 1787 0 4' 10" 21 6921 100% 0.26 See Note #4 LLDefl(in.) 0.01 1 2' S" 21 0.16 09868 TLDefl(in.) 0.01 1 2' 5" 21 0 24 07035 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. a BER-SHEL INC Ron Berlin 16 Jun 2008 11:06 pm 1147 Cactus Cut Rd ,Middleburg, Florida. 32068- (904)838-7754 FASTBeam® Engineering Anal sis ©1996-2007 Georgia-Pacific Wood Products LLC Version• 8 0 Pro]ect . SP8-005.FBD deNazarie Resd 371-373 4th st Mark # : BM1 Hall Usage : Beam (Floor) Max Defl : LL = L/360 TL = L/240 3.5", NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified byGeorgia-Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and maybe less than maximum reaction. Therefore, when reaction values are required, use Max R n from 'Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. Thfs engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" o% (one row 2" from fop, one row atmid-depth, one row 2" from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 9. Design valid for dry-use only (less than 16% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, than a to expanded printout. 41~ 16" XJ 85T'" JOISTS --RESIDENTIAL FLOOR SPAN CHART ~. 40 psf Live Load + 15 psf Dead Load Simple spans only. NOTES: 1. This span chart is based on uniform loads, as noted above; live load deflection is limited to U480 for better performance. Floor performance is greatly influenced by the stiffness of the floor joists. Experience has shown that joists designed to the code minimum live load deflection (U360) will result in a floor which may not meet the expectations of some end users. BlueLinx strongly recomrftiends floor spans for Wood I BeamT"" joists in accordance with those given above, which are based on.L/480 five load deflection. (one-third stiffer than required by code). 2. Spans are clear distances between supports, and are based on composite action with glued-nai{ed APA® Rated Sheathing or Sturd-l-Floor of minimum thickness 19/32" (40120 or 20 oc) for joist spacing of 19.2" or less, or 23/32" (48/24 or 24 oc) for a joist spacing of 24". Adhesive must meet APA AFG-01 or ASTM D3498. Apply a continuous line of adhesive (approximately 1/4" diameter) to top flange of joists. All surfaces must be clean and dry. If sheathing is nailed only (not recommended), reduce allowable span of 26' stock length at 19.2" o.c. to 25'-2". 3. Minimum end bearing length is 1-3/4". ~, 4. For loading other than that shown above, use FASTBeam® software or contact BlueLinx Engineered Lumber Technical Services. i Georgia~Pacific R. ~„ Fill in later s* .~ Job: - deNazarie Resd 371-373 4th St Storm-Pruf/Bar-Shel Inc. Middleburg,FL Stormpruf~aoi.com Phone: (904) 838-7754 Fax: (904) 282-8735 Job #: SP8-005 File #: Salesman: Fill in later Designer: Ron Berlin Date: 6/20/2008 Del. Date: Atlantic Bch FL C ova r S h eat Truss Level ROOF a pmud vedn.~ d ~Al l E d P • • • p ne nyneero n duale, In ¢ Qty Span Description Pitch OHL TC Size Truss O/A Height Weight ~, TC/BC OHR BC Size Ext. Weight 1 03-08-00 T1 Mono 6 / 0 02-00-00 2x4 03-01-15 19.6 LB 00-00-00 2x4 ~ 19.6 LB 1 07-00-00 T2 3'6"8S6 Hipm 6.00 / 0 00-00-00 2x4 02-01-07 42.0 LB 00-00-00 2x6 42.0 LB 1 23-04-00 T3 $'SB Hips ti / 0 03-03-00 2x4 05-11-07 165.1 LB ~„ 02-00-00 2x8 165.1 LB 1 23-04-00 T4 10'SB Hips 6.00 / 0 03-03-00 2x4 06-11-07 125.9 LB 02-00-00 2x4 125.9 LB ~+ 2 23-04-00 T5 Common ' 6 / 0 02-00-00 2x4 07-01-15 111.9 LB 02-00-00 2x4 223.8 LB 4 23-04-00 T6 Common 6 / 0 02-00-00 2x4 07-01-15 109.1 LB ~"' 02-00-00 2x4 ~~~~~ 436.4 LB 0 23-04-00 T6 Common (alt Brg) 6.00 / 0 02-00-00 2x4 00-00-00 0.0 LB 02-00-00 2x4 0.0 LB 1 27-00-00 T7 TSB Hips 6 / 0 02-00-00 2x4 04-09-15 184.4 LB 02-00-00 2x6 184.4 LB '! 27-00-00 T7a 7`SB Hips Girder 6 / 0 02-00-00 2x4 04-09-15 163 9 . LB 02-00-00 2x6 ~ 163.9 LB 2 27-00-00 T8 9'SB Hips 6 / 0 02-00-00 2x4 05-09-15 142.7 LB 02-00-00 2x4 285.3 LB 2 27-00-00 T9 11'SB Hips 6 / 0 02-00-00 2x4 d6-09-15 142.7 LB 02-00-00 2x4 285.3 LB {~s 1 27-00-00 T10 12'3"4S6 Hips 6 / 0 02-00-00 2x4 07-05-09 151.0 LB 02-00-00 2x4 151.0 LB $ 01-00-00 J1 1' CJ 6 / 0 02-00-00 2x4 01-09-15 8.4 LB ~ 00-00-00 2x4 C~ 67.1 LB 7 03-00-00 J2 3' CJ 6 / 0 02-00-00 2x4 02-09-15 14.0 LB 00-00-00 2x4 97.9 LB 1 03-00-00 J2a 3' CJ 6 / 0 00-00-00 2x4 Gj ~ 01-10-03 11.2 LB 00-00-00 2x4 ~// ~-- 11.2 LB 1 03-06-08 J2b 3'6"8 EJ 6 / 0 02-00-00 2x4 03-01-03 16 8 LB . 00-00-00 2x4 ~~ 16.8 LB ~ tlomefSASE by Alpine Engineered Products, rn~. Page 1 of 2 e~. Qty Span Description Pitch TC/BC OHL OHR TC Size BC Size Truss 0/A Height Weight Ext. Weight ~"' 4 05-00-00 J3 5' CJ 6 / 0 02-00-00 2x4 03-09-15 19.6 LB 00-00-00 2x4 ~ 78.3 LB 8 07-00-00 J4 T EJ 6.00 / 0 02-00-00 2x4 04-09-15 28.0 LB ''"" 00-00-00 2x4 ~ 223.8 LB 2 02-00-00 J5 2' CJ 6 / 0 02-00-00 2x4 ~~j 02-03-15 14.0 LB 00-00-00 2x4 /~ 28.0 LB ~/ 1 02-00-00 J5a 2' CJ 6.00 / 0 02-00-00 2x4 02-03-15 11..2 LB 00-00-00 2x4 ~ 11,2 LB 1 02-00-00 J5b 2' CJ 6.00 / 0 03-03-00 2x4 02-11-07 14.0 LB 00-00-00 2x4 ~ 14.0 LB 2 04-00-00 J6 4` CJ 610 02-00-00 2x4 03-03-15 22.4 LB 00-00-00 2x4 ~ 44.8 LB 1 04-00-00 J6a 4' CJ 6.00 / 0 02-00-00 2x4 03-03-15 16.8 LB 00-00-00 2x4 ~ ~~// 16.8 LB +~ 1 04-00-00 J6b 4' CJ 6:00 / 0 03-03-00 2x4 03-11-07 19.6 LB 00-00-00 2x4 ~ ~~~/// 19.6 LB 2 06-00-00 J7 6' CJ 6 / 0 02-00-00 2x4 04-03-15 30.8 LB ~" 00-00-00 2x4 ~ 61.5 LB 1 06-00-00 J7a 6' CJ 6 J 0 02-00-00 2x4 04-03-15 22.4 LB 00.00-00 2x4 ~ 22.4 LB 1 06-00-00 J7b 6' CJ 6 / 0 03-03-00 2x4 04-11-07 25.2 LB 00-00-00 2x4 ~ ~/ 25.2 LB 5 08-00-00 J$ 8' EJ 6 / 0 02-00-00 2x4 05-03-15 36.4 LB 00-00-00 2x4 ~ 181.8 LB 1 04-11-06 J9 3'6"8 HJ 4.24 / 0 02-09-15 2x4 03-00-11 22.4 LB 00-00-00 2x4 22.4 LB 1 05-0i-08 J10 3'$" HJ 4.24 / 0 02-09-15 2x4 03-01-07 25.2 LB 00-00-00 2x4 ~ 25.2 LB 2 09-10-01 J11 T HJ 4.24 / 0 02-09-15 2x4 ~ 04-09-07 44.8 LB 00-00-00 2x4 89.5 LB 2 11-03-00 J12 8' HJ 4.24 / 0 02-09-15 2x4 05-03-07 78.3 LB ~ 00.00.00 2x4 156.6 LB • !~* Qty Description 4 A - HUS26/HTU26 4 H - THJA26 Trusses: 17 Hangers: 8 Jacks: 52 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 69 Rim Board: 0 HomeBASE by Alpine Engineered Products, Inc. Page 2 of 2 ITW Building Components Group, Inc. 91s 1950 Marley Drive Haines City, FL 33844 Florida Engineering Cemficate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL 1999 • Page •1 of l Document ID;ITIE151-20116075655 Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria; Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads; Manning Building Supply of Jacksonville, Inc. SP8-005--- 371-373 4th St Atlantic Bch, FL 32 Florida Building Code. 2004 and 2006 Supplement ANSI/TPI-2002(STD)/FBC Alpine Software,Versian 7.35. The identity of the structural FOR did not exist as of the seal date per section 61G15-31.003(5a) of the FAC Roof - 47.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-02 -Closed -.~ ~ -_ .'u - , _ ~= > .r ~: Notes: Seal.Date: 06/16/2008 1. Determination as to the suitability of these truss components .for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1 James F. Collins 3r. 2. The drawing date .shown on thi s index sheet must match the date shown Flor,da License Number: 62212 on the individual truss component drawing.. 19so Marley Drive Haines City, FL 33844 3. The loads indicatedrvn all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Lnc. for the above referenced ,job identification. Loads .applied by non-truss elements and basic load parameters are-to be reviewed and approved by the FOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: - r r r Ref Descri tion Draw-in Date 1- 32711--T1 Mono 08168001 ,06/16/08 2 32712-T2 3'6"8S8 H 08168028 Ob/16/08' 3; 32713--T3 "'8`SB Hips' 08168032 06/°16/08 4 32714=-T4 10'SB Nips 08168027 06/-16/08 5 327.15--T5 Common .08168024 06/16/08 6 32716--T6 Common. 08168.002 .06/.16/0.8 7 327I7-T6 Common (a '08168003 06/'16/08' 8 3.2718--T7 7"SB Hips D8168004 06/16/08 9 32719-T7a 7'SB Hips 08168029 06/1.6/08 10 32720--T8 9'SB Hips 08168025 06/16./08 11 32721--T9 11'SB Hips 08168026 06/16/08 12 .32722-T10 12'3"4S8 H 08168006 06/16/08 13 32723--J1 1' CJ 08168007 06/16/08 14 32724--J2 3' CJ 08168008 06/16/08 15 32725--J2a 3' CJ 08168009 06/16/08 16 32726-J2b 3'6"8 EJ 08168010 06/16/08 17 32727--J3 5' CJ 081680.11 06/16/08 18 32728--J4 7' EJ 08168012 06/16/08 19 32729--J5 2' CJ 0816.8030 06/16/08 20 32730--J5a 2' CJ 08168013 06/16/08 21 32731--J5b 2' CJ 08168014 06/16/08 22 32732--J6 4' CJ 08168015 06/lb/08 23 32733--J6a 4' CJ 08168.016 06/16/08 24 32734--J6b 4' CJ 08168017 06/16/08 25 32735--J7 6' CJ 08168018 06/16/08 26 32736--J7a 6' CJ 081680.19 06/16/08 27 327.37--J7b 6' CJ 08168020 06/16/0.8 28 32738--J8 8' EJ .08168021 06/16/08 29 32739--J9 3'6"8 HJ 08168022 06/16/08 30 32740--JIO 3'8" HJ 08168023 06/16/08 31 32741--J11 7' HJ 08168005 06/16/08 32 32742--J12 8' HJ 081680.31 06.16 08 C+//yr >Wy iN i~ ~ ~ ~ 't07M~AIq~CT , ~1~~~ r r 1 1 •. ,. ~ i .. ~ < ~. _ . .. ~~'' 1 _'~~ ~~~ ~ ~~ ' ~ »jg~ k' ~,~>. ,, ~,.: y _~. ~ , e~ {ti. A t.i 0 cony os n 3 23'4" i~ T7 7 N T7o GONV j,, FRRME O N one Gable obove. an 12-9-4 bry above th 16' outlookers. WARNING NOTE I RPPROVEDUBYDTRUSSEOFFRCESES, UNLESS 2. VERIFY RLL SPRNS RND RMOUNTS, RS TRUSSES WILL BE BUILT IN STRICT RCCORDRNCE WITH THIS LRYOUT 3. IN WRITINGRBYSTRUSOWPDRNTNMRNRGERPROVED 4. RPPROVED BY = RPPROYRL DRTE~ DEL. DRTE BUILDER TO CONV. FRRME ROOF, VRLLEYS RND O.HRNGS RS NEEDED. BUILDER TO FRRME DOWN CEILINGS RS NEEDED. BUILDER TO BUILD UP WRLLS TO f1RTCH TRUSSES RT HIGHER PLT HT. RLL WRLLS SHOWN RRE LORD BERRING UNLESS NOTED OTHERWISE. PITCH 6112 OHRNG 24" JOB= SP8-005 deNazarie Resd LOC= 371-373 4th St PLAN Remodel DESIGNER= Ron Berlin Designed By Storm-Prue/Ber-Shel Tnce THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005 371-373 4th St Atlantic Bch, FL T1 Mono Top chord 2x4 SP ~2 N Bot chord 2x4 SP #2 N Webs 2x4 SP ~2 N Roof overhang supports 2.00 psf soffit load IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(ET) END(FT) gC 42 0.15 3.67 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL°5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Deflection meets L/480 live and L(360 total load. 1.5X4111 ~- Z-0-0-~ ~3 8-0 Over 2 Supports R=348 U=134 W=3.5" 2 2 3 818 R-127 U=52 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)]10(0) 7.35.0316.1 **WARNING** TP.USSES RCOUIRE EX TR.E ME f.ARE IN FABPICAIION, NA HOLING. SHIPPING, INSTALLING AND BRACING. ~•• ~~ REFER i0 BCSI (BUILpING COMPONENT SAFETY INF ORMA FI ON). PUBLISHED BY TPI (TRU55 PLATE INSTIiU TE. 218 ` • , NORTH LEE STREET, SUITE 312, ALE%ANDRIA. VA, 2231A) AND WICK (WOOD TRUSS COUNCIL OF AMERICA. 6300 CE ENTERPRISE LANE, MADISON. WI 53]]9) FOR SAFETY PRACTICES PRIOR 10 PCRF ORMING THESE FUNCTIONS. UNLESS ••i ` ` G • OTHERNISE INDICATED TOP CHORp SHALL HAVE PROPERLY ATTACNEp STRUCTURAL PANELS AND BOt TOM f,H ORD SHALL HAVE V A PROPERLY ATTACHEp RIGID CEILING. 1 - ~ ~ No. 6 2 '~*IMPORTANT**F URNI SII A COPY OF THIS DESIGN 10 THE INSTALLATION COMPACTOR. ItW ef.G. [NC. SHALL NDI A L P I N E BE RESPONSIBLE FOR ANY pEVIATiDN FROM THIS DESIGN: ANY FAILUFE TD BUILD THC TRU55 IN CDMFORMANCC WITH * ~ TPI: OP FABRICATING. HANDLING. SFII PPI NG. INStALLING 8 BRACING OF TRUSSES. DCS IGN CONFORMS WITH APP4ICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND iPl. IIW BCG ~A TL• OC CONNECTOR PLATES ARE MADE OF 10/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY •~ /mil G I~ PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS Df SIGN. POSITION PEP. DP.AWINGS 160A-Z. A ANY INSPE CTIDH DF PLATES TpLLONED BY (5) SMALL 8E PEP. ANNE% A3 OF TPI1-2002 SEf,. 3. A SEAL DN THIS ~ O O1O ITMIBuildingComponentSGrouplnc. DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ~A~••.. ilt ,a DESIGN SHOWN. FHE SUITABILITY AND USE DF 111(5 COMPONENT FOR ANY BUILpING IS THE RESPONSIBILITY Of THE S N~~~ }laines City, FL 33844 BUILDING DESIGNED PER ANSI/TPi 1 SEC. 2. J 444• FL ne sn 278 QTY:1 FL/ /3/-/-1 R/ C LL 20.0 PSF r TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF '' DDR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32711 DATE 06/16/08 DRW HClJSR151 08168001 NC-E NG SSB/AP SEAN - 1319 FROM Ron ]REF- 1TIE151_ZOl (SP8 005 371-373 4th St Atlantic Bch, FL T2 3'6"8S6 Hi Top chord 2x4 SP ~2 N Bot chord 2x6 SP #1 Dense Webs 2x4 SP #2 N 120 mph wind, 18.85 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 82 0.15 7.00 5X5= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at 0.00 to 56 PLF at 3.54 TC From 56 PLF at 3.54 to 56 PLF at 7.00 BC From 40 PLF at 0.00 to 40 PLF at 7.00 TC 59 LB Conc. Load at 3.54 TC 66 LB Conc. Load at 5.09 BC 1109 LB Conc. Load at 1.40, 3.40, 5.40 BC 41 LB Conc. Load at 3.54 BC 53 LB Conc. Load at 5.09 Right end vertical not exposed to wind pressure. Deflection meets L/480 live and L/360 total load. 5X7= 6 2 1 7 ~17 7 6 6X8= 2X4111 3X8(Al) 3-6-8 3 5-8 7-0-0 Over 2 Supports R=2174 U=943 W=3.5" R=2040 U=895 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.35.0316.18 **WARNING** LRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANTI BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLI STIED BV TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STREET, SUITE 312, ALEXANDRIA, VA, 22314) AND N1CA (WOOD TRUSS COUNCIL DF AMERICA, 6300 ENTERPRISE LANE, MADISON, WI 53]19) FOR SAFETY VRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS ~,• •'•~• OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY AT TnCHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTAf,H ED R[G1p CEILING. "`"`IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE 1NSIALLATION COIITRACTO P.. ITW BCG, INC. SHALL N01 A L P I N E DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAtLUftE TO BUILD THE TRUSS IN COMFORMANCE W11N TPI: OR FABRICAIIlIG. NANOL ING, SHIPPING, INSTnLLING 8 BRACING OF TRUSSES. DESIGN CUNF BRMS WI1H APPLICABLE PROVIGi0N5 OF NUS (NATIONAL DESIGN SP F.C, BY AFBPA) AND TPI. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) GnLV. STEEL. APPLY TATS OF PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERW[SE LOCATED ON THIS DESIGN, POSITION PER OR A4lI NGS I60A-Z. ANY INSPECTION OF PLATES FDLLONED BV (ij Sf1ALL BE PFR ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON iH15 A ITWBufldingComponentsGrouplnc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE iRD55 COMPONENT ~COO1Df. H81IIC!$ CI FL. 33844 DF SIGN SHDNN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS illE RF SFONSIBILILV OF THE ~••••.*~ w••• pL ne ~n 278 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. N~~ TY:1 FL/ /3/-/ /R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151- 32712 DATE 06/16/08 DR W HCUSR151 08168028 HC-ENG SSB/AP SEQN- 1274 FROM Ron JREF- 1TIE151_ZO1 THIS DWG PREPARED FROM COMPUTER INPUT (10A05 & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005 371 373 4th St Atlantic Bch, FL T3 8'SB Hips) Top chord 2x4 SP #1 Dense :T2 2x6 SP #1 Dense: Bot chord 2x8 SP #1 Dense Webs 2x4 SP #2 N 120 mph wind, 19.12 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw°1.00 GCpi(+i }=0.18 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING. USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 53 0.15 23.19 5X7 (C2) = 5X7 (C2) SPECIAL LOADS {LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -3.38 to 56 PLF at 8.00 TC From 56 PLF at 8.00 to 56 PLF at 15.33 TC From 56 PLF at 15.33 to 56 PLF at 25.46 BC From 4 PLF at -3.38 to 4 PLF at 0.00 BC From 40 PLf at 0.00 to 40 PLF at 23.33 BC From 4 PLF at 23.33 to 4 PLF at 25.46 PCT- 106 LB Conc. Load at (8.06,21.92), (10.06,21.92), {11.67,21.92) (13.27,21.92), (15.27,21.92) PCB- 1483 LB Conc. Load at (8.00,17:65) (15.33,17.65) PCB- 145 LB Conc. Load at (10.06,17.65), (11.67,17.65), (13.27,17.65) Deflection meets L/480 live and L/360 total load. HS816= 2X5111 HS816= 1.5X4 T2 1.5X4 -~ 6 6 ~- ~17 7 6 5X8(R) III 10X10= 5X8 (R) 111 H0308(C2) = H0308(C2) ~--3 3 - 0 -~ 8-0-0 - 7-4-0 ! 8-0-0 23-4-0 Over 2 Supports R=3290 U°2318 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq RT=1.00(1.25)/10(0) 7.35.0316.1 '"NARNING"* TRUSSES REQUIRE EXT0.EME CAR F. ]N FABR7CATEON, HANDLING. SHIPPING. INSTALLING AND BRA f,I NG. REFER TO BC5] (BUILDING COMPONENT SAf EiY INFORMATION). PUBLISHED BV TRI (TRUSS PLATE INSTI7U FE. 2L8 NO0.TN LEE STREET. SUITE 312, AI.E%ANDRIA. VA, 223td) AND WTCA (HOOD FRUSS CUU NCIL OF AMERICA. 6300 ENTERPRISE LANE. MADISON, WI 53)19) FOR SAFETY PRgCTI f.ES PRIOR i0 PERF DRMING THESE VUNCTI DNS. UHLf 55 ,~~~\ ' OTHERWISE INpICATED TOP CHORD SIIA I.L HAVE PROPERLY AiTA CHED STRUCTURAL PANELS AND BOTTOM CH0P.0 SHALL HAV A PROPERLY ATT D.C HEO R[G[0 CEILING. \ • 7 N 2 2 '""`IMPORTANT*`E URN) SH A COPY OF tH15 DESIGN TO THE INSTALLATION [UNTRACTOR. 1tW 9CG, INC. SHALL NO A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESI6N; ANY FAILURE TO BUILD iNE TRUSS (N f.OMFORMANCE WITH * : i TPI: OR FABRICATING. HgNDLI NG. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. if DESIGN CONFORMS N11'H gPPLICARLE PROVISIONS OF NDS (NA lIONAL DESIGN SPEC. BY AFRPA) ANO TPI. ITW BCG STATE Oc CONNECTOR PLATES qRE MADE OF 20/t8/16GA (W.H/SS/K) ASTM A653 GRADE d0/60 (W. K/H.BS) GaLV. STEEL. APPLY ~O •~ ~'l f PLATES TO EACH FACE OF iRU SS AND. UNLESS OTNEP.W LSE LOCATED ON THIS DESIGN, POSITION PER pRAWINGS 160A-Z. ~~ .• w O ~~ ANY INSPECTION OF PLATES POLL DNED BY (i) SHALL BE NER AN Nf% AJ DF TPiI-2002 SEC .3. A SEAL ON THIS •~ O~ ITWBIIII(I/IIfJCOTpcOIIEl1~SG/IDUpIIIC. DRAWING INDICgTES ACCEPTANCE OF PROFESSIONAL ENGINEER LNG RESPONBIBILITY SOLELY FOR THE (RUBS COMPONENT n Haines Cih' f L, 33HA4 DESIGN SNOHN. THE SUITABILITY AND USF OF THIS COMPONENt FOR ANY HULLOING IS THC RESPONSIBILITY OF THE VS) •J, BUILDING DESIGNER PER ANSI/TPI 1 SFC 2 .~. u ~200~ R=3196 U=2238 W=3.5" Y:1 FL/-J3/ /-/R/ C LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0 " _~ _~ Scale =.25"/Ft. REF R151-- 32713 DATE 06/16/08 DRW HCUSR151 08168032 HC-ENG SSB/AP SEAN- 1246 EROM Ron JREF- 1TIE151_ZOl ~. ~ . ~' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005 371-373 4th St Atlantic Bch, FL T4 10'SB Hips) Top chord 2x4 SP ~2 N :T1 2x4 SP #1 Dense: Sot chord 2x4 SP #2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 91 0.15 23.19 Top chord overhangs have been checked only for loads as indicates. 'Overhangs not checked for man loads or long-term deflection. 120 mph wind, 19.62 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 4X4= 4X4= 3X5% 3X5s -~ 6 6 ~-- ~17 7 6 1.5X4111 6X6= 5X5= 1.5X4111 3X5 (Al) = 3X5 (A1) ~200~ ~-3-3-0~ 10-0-0 I 3-4-0 I 10-0-0 ,i R=1325 U=627 W=3.5" PLT TYP. Wave ALPINE l7YV Building Components Group lnc. Haines City, FL 33844 FL A #0 278 _ 23-4-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1.25)/10(0) 7.35.0316 '*WARNINCr•' Tft ITS SES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, 7NSIALLING AND BRADING. REFER t0 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INS TI TDTE. 71B ~! NORTH LEE $IREET, SUITE 312. ALEXANDRIA, VA, 27314) AND HTCA (NOOD 1RUS5 COUNCIL OF AMERICA. 6300 ENTERPRISE LANE. MApISON, NI 53119) FOR SAF EtY PRACTICES PRIOR TO PERf OR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY AT FA CHED STRUCTURAL PA NFLS ANp BOTTOM CNO P.D SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. x*IMPORTANT*'FURN[sH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRgCiOR. ITW Bf,G. INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD fHE TRUSS IN f,OMF pRMANf,E W1TI1 TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. . OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ITW BCG CONNECTOR PLA TFS ARE MADE OF 20/18 /16GA (W,11/55/K) ASTM A653 GRApE d0/60 (W. K/H.SS) GALV. STEEL. APPLY ~ ~• PLATES i0 EACH FACE OF TRUSS AND. UNLESS OTUERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1fi0A-Z. ANY INSPECTSON OF PL ATfS fOLLOVlfO BY (i} SHALL 8E PEP. ANNE% A3 OF TPtl-2002 SEC .3, A SE PL ON TN15 pRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILI iV SOLELY FOR THE TRUSB COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF OF THiS f,OMPONENi FOR aNY BU II DING i5 THE RESPONS[RILIIV OF THE BUILDING DF SIGNER PER ANSI/TPI 1 SEC. 2. Nq. OF R=1231 U=559 W=3.5" OTY:1 FL/-/3J-/-/R TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF r TOT.LD. 47.0 PSF F DOR.FAC. 1.25 SPACING 24.0" -)~ -~:. Scale =.25"iFt. REF R151-- 32714 DATE 06/16/08 DRW HCUSR151 08168027 HC-ENG SSB/AP SEAN- 1256 FROM Ron JREF- 1TIE151_ZOl -~ -~ THIS DWG PREPARED FROM COMPUTER INPUT (EOADS & DIMENSIONS) SU8M7TTED BY TRUSS MFR. (SP8-005 371-373 4th St Atlantic Bch, FL T5 Common Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 87 0.15 23.19 5X5= 120 mph wind, 20.35 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 2X5~~~ 2X50/ 6 ~ -1 6 1776 6X6= 5X5= 3X5 (A1) 3X5 (A1) ~200~ -8 0 R=1240 U=585 W=3.5" 23-4-0 Over 2 Supports ~200~ R=1240 U=585 W-3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00 1.25)/10(0 7.35.0316.18 •*WARNING#• TRU SSfS REOUI RE E%TRfME CARE IN FADRIC,A TIO N, HANDLING, SHIPPING. INSTALLING AND BRACING. (7 0 REFER TO OCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED DY TPI (TRUSS PLATC INSTiiUTE. 218 ~ ~• y NORTH LEE SiREE T, SUITE 312, ALE%A NDRIA. VA, 22314) AND WTCA (N OOD ift USS COUNCIL OF AMERICA. 6300 /~ ENTERPRISE LANE. MADISON, WI 53119) FOR SAFETY PRACTICES PRIOR 10 Pf RF ORMING THCSE FUNCTIONS. UNLESS • ~ t~ u- OTHERWISE INDI f,A tEO TOP CHORD SHALL IfAVE VROPEft LY PTTACHED STRUCTURAL PANELS AND BOTTOM CHORD G11ALL HAVE V A PROPERLY ATTACHED RIGID CELL ING_ ••' "`IMPORTAN T`t FURNISH A COPY Of THIS DESIGN TO THF. INSTALLAilON CONTRACTOR. ITW BCG. INC. SHALL NOT ~~ A L P I N E BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMF Oft MANCE WITH 1 TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING R BRACING OF TRUSSES. if DESIGN CGNCORMS WITH APPLICABLE PftOVCSIONS OF Np5 (NAiCONAL DESIGN SPEC. BY AFRPA) AND TPI. ITN BCG • STATE CONNECTOR PLATES ARE MADE OF 20/10/16GA (W.H/SS/K) A6iM A663 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLY IQ f7 •i' PLATES i0 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCA TEp ON THIS DESIGN. POSITION PER pRA111 NG6 15pA~2. ITWBuildin Coot nentsGrou InC. ANY INS9ECTION OF PLATES FOLLOWED BY (i) SNAL1. PE PER ANNE% A3 OF 1911-2002 SEt.I. A SEAL ON THIS }~ ~.•~ J Po P ORAHING INDICATES ACCE PTA NCF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TMC TRUSS COMPONENT ~~~~ M~1O•••• ` Hames CTty, FL 33844 DF SIGN SHONN. THE SUITABILI TV ANO USE OF TH15 COMPONENT FOR ANY BUILpING IS illE RESPONSIBILITY OF THE .(~ ~~~~ FL nA #n 278 BUILDING DESIGNER PER ANSI/TPI 1 6EC 2. v OTY:1 FL 3/- J-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF * BC LL 10.0 PSF ~ V TOT.LD. 47.0 PSF ` DUR.FAC. 1.25 SPACING 24.0" Scale =.25"JFt. REF R151-- 32715 DATE 06/16/08 DRW HCUSR151 08168024 HC-ENG SSBJAP SEAN- 1261 FROM Ron )REF- 1TIE151_ZO1 ~~ -~ THIS DWG PREPARED FROM GDMPUTER INPUT (~QADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. (SP8 005 371-373 4th St Atlantic Bch, FL T6 Common) Top chord 2x4 SP #2 N Sot chord 2x4 SP ~2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) gC 78 0.15 23.21 5X5= 1776 .. ,, ~• _, 120 mph wind, 20:35 ft mean hgt> ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-=5.0 psf. Iw-1.00 GCpi(l/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L(360 total load. ~2-0-0~ R=1247 U=591 W-3.5" 23-4 0 Over 2 Supports -8-0 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25)/10(0 7.35.0316.18 **NARNING** TRUSSES flEOUIR E. ESTREHE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER i0 BCSf (BUILDING COMPONENT SAFETY INFORMATION). PUBLISH F.D BY TPI (TRUSS PLATE INSTITUTE. 218 -. / , NORTH LEE STREET, SUITE 312, ALE%ANDRIA, VA, 22314) AND HTLA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ~ ENTERPRISE LANE. MADISON, WI 5311`1) FOR SAFETY PRACTICES PR10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SMALL HAVE PROPERLY ATTACHED Sift UC iURAL PANFLS AND BOTTOM L.IIORD SHALL HAVE ~~~ A PROPERLY ATTACHED RIGID CEILING. •` **IMPOR TANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SIIALL NOi ~: • N BE RESPONSIBLE FOR ANY pEV1ATI0N FROM THIS pESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMF DRMANf,E WItH 1 A L P I N E TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. 1f ~ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPF C. 8Y AFBPA) AND TPI. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/I66A (W.H/SS/K) ASTM x653 GRADE 40/60 (W. K/H.SS) GALV. STEEL. APPLV STATE OF PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS pESIGN. POSITION PER ORAHI NGS 160A-Z. ANY INSPECTION DF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPS1-2002 SEC .3. A SEAL ON THIS * F A ITWBufld7ngComponentsGrouplnc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILItY SOLELY FOR TIIE TRUSS COMPONENT ~OR,O~f~l HBITICS CI FL 33844 DESIGN SHONN. THE SUI iABILITY ANO USE OF THIS COMPONENT FOR ANV BUILDING IS TIIE RESPONSTRII IIY OF THE ~•~~**•*.....*~* ~+ BUILDING DESIGNER PER ANSI/TPI t SEC T. ~~~~ FL a ~n 278 ''Vl~ R=1109 U=488 OTY:1 FL/-/3/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF ' BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" -t ~ Scale =.3125"JFt. REF 8151-- 32716 DATE 06/16/08 DRW HCUSR151 08168002 HC-E NG SSB/AP SEAN - 1270 FROM Ron )REF- 1TIE151_ZO1 ~ -~ -~ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005- 371-373 4th St Atlantic Bch, FL T6 Common (alt Brg)) Top chord 2x4 SP #2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 78 0.15 23.19 120 mph wind, 20.35 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 5X5= ~17 7 6 .... ~, ~, ~2-0-0~ 11-8-0 R=1246 U=590 W=3.5" 23-4-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.35.0316.18 **NARNING** TRUSSES RE QUIRE EXTREME CARE IN FABRICATION, IANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLA TF INSTITUTE. 218 ~• O NORTH LEE STREET. SU11E 312. ALEXANDRIA. VA, 22314) ANp WTCA (WOOD TRUSS COUNCIL Of AMERICA. 6300 ' ENIERPRI SE LANE, MADISON, W[ 53]19) fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWI SF INDICATED TOP CHORD SHALL HAVE PROPS RI.V ATTACNEp STRU C,iURAL PANELS ANU BOTTOM f.IIORD SHALL HAVE :i~ A PROPERLY ATTgCHEp RIGEO GELLING. ,1 **IMPORTANT**F URNISH A COPY OF THIS OE SIGN 70 THE IN$lALLA TION CONTRAC 70R. ITN Bf,G, INC. SHALL NOT ,~ ~~• N A L P I N E 8E RESPONSIBLE FOR ANV DEVIATION FROM PHIS DCSIGN; ANY FAILURE TO BUILD 111E TRU55 IN CDMFORMANf.F WITH TPI; OR FaBRICAIING. HANDLING. SHIPPING, INSTALLING 8 BRACING Of TRUSSES. DESIGN CONFORMS W[IH APPLICABLE PftOV LS LO NS OF ND$ (NAT LONAL pES LGN SYFC. BY aF SPA) aND TPI, ITW BCG CONNECTOR PLATES ARE MADE DF 20/18/16GA (V1,11/SS/K) ASTM A653 GRADE 40/60 (H, K/H,SS) GALV. STEEL- APPLY STATE OF PLATES TO EACH FAfE OF TRU55 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS ]50A-Z. ANY INSPECTION Of PLATES FOLLOWED BY (1) SNAIL BE VER ANNE% A3 OF TPII-2002 SEC .3. A SEAL ON THIS ~g .~~O R1~A, lTW Building ComponentsOG,f Aroup Inc. DRAWING INpICA TES ACCEPTANCE OF Pft Of ESSIONAL ENGI NCERLNG RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENt l(// T- H8111C$(,'1 FL 33844 DESIGN SHOWN. THE Sp]TADILI TY AND pSE OF TIIIS COMPONENT FDR ANY Bp ILpING IS THE RESPONSIBILITY OF tHE ~~~~~f•• tY, BUILDING Df SIG NER PER aNSt/iP[ 1. SEC. 2. ~~~~~ FL A #0 278 Y _,-. `. ~. _ >~•...__ ..:-~ -~ a -~... ; ~ r ., -.:., .-~..~._ :. ,.. ;,: 11-8-0 QTY:1 R R-1110 U=488 W=3.5" FL/-/3/-J-~ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 Scale =.3125"/Ft. REF R151 - 32717 DATE 06/16J08 DRW HCUSR151 08168003 HC ENG SSB/AP SEAN - 1265 FROM Ron SPACING 24.0" JREF- 1TIE151_ZO1 ~,- -~ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SPS 005 371-373 4th St Atlantic Bch, FL T7 7'SB Hips Top chord 2x4 SP #2 N :T2 2x6 SP #1 Dense: Bot chord 2x6 SP #1 Dense Webs 2x4 SP #2 N :Lt Wedge 2x6 SP #2 N::Rt Wedge 2x6 SP #2 N: 3X10(C9) SPECIAL LOADS (LUMBER DU R.FAC.- 1.25 / PLAT E D UR.FAC. -1.25) TC From 56 PLF at -2.13 to 56 PLF at 7.00 TC From 112 PLF at 7.00 to 112 PLF at 20.00 TC From 56 PLF at 20.00 to 56 PLF at 29.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 7.00 BC From 87 PLF at 7.00 to 87 PLF at 20.00 BC From 40 PLF at 20.00 to 40 PLF at 27.00 BC From 4 PLF at 27.00 to 4 PLF at 29.13 TC 227 LB Conc. Load at 7.00, 20 .00 BC 1032 LB Conc. Load at 7.00, 20 .00 Wind reactions based on MWFRS pressures. 1 5X4 ~ 7X10= 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )-0.18 Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) BC 56 0.15 26.85 Deflection meets L/480 live and L/360 total load. 3X5111 5X5= 7X10= 1.5X4~i 2 6 -~ 6 1776 5X5= 5X8= H0510= 5X8= 5X5= 3X10(C9} 8X8(C9) ~2-0 0~ -0-0 _I_ 13-0-0 R-3346 U=1468 W-3.5" 27-0-0 Over Z Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316 **WARNING** TP.USSFS REQUIRE E%iRE Mf CARf IN FABR ICATIOH, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBL ISNED BV TPI (Tft USS PLATE [NSTITUIE. 218 e NOR1H LEE STREET. SUITE 312. ALF%q NDft IA. VA, 27314) AND WTCA (WODD TRUSS COUNCIL OF PMFRICA, fi300 ENTERPRISE LANE. MAp]SON, HI 53]19) FOR SAFETY PRACTICES PRIOR TO PERF ORNING THESE FIINCiI0N5. UNLESS OTNERWI SE INDICATED TOP CHORD SIIA LL HAVE PROPEP. LY AIIACHED STRUCTURAL PANELS ANp BOTTOM CH OftD SHALL HAVE A PROPERLY ATTACHED RIGID CETLT NG. `: ~ **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION f,ONTRACiOR. ITW BCG, INC. SMALL NOT 7 A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCF WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESTGN CD NI.OHMS HI1H APPLICABLE PR OV [SIDNS OF NOS (N ATIONgt DESIGN SPEC. BY AF BPA} ANO TP[. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/N) ASTM A683 GRADE 40/60 (N. K/H,55) GALV. STEEL. AFPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERHISE LOCATED ON THIS DESIGN, POSITION PFR ORAL{1 NGS lfi OA-Z. ANY INSPECTION OF PLATES FOLLOWCD BY (i) SHAT 1. BE PER ANNEX q3 OF TPI1-2002 SEC,3. A SEAL ON THIS /~ ITYV Building Components Group Inc. DRAM NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILtTV SOLELV FOR THE TRUSS COMPON[Ni I Haines Ci FL 33844 DESIGN SHOWN. THE SUITABILITY AND USE OT THIS COMPONENT FOR ANY RUIL DING IS THE RE SPONSTB1LIiY OF THE ~ n Hn BUILDING DESIGNER PER ANSI/iPl 1 SEC. 2 FL 278 OF 8X8(C9) ~200~ 7-0- R=3346 U=1468 W=3.5" QTY: 1 FL/ /3/ / -/R f TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF ~ TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale °.25"jft. REF R151-- 32718 DATE 06/16J08 DRW HCUSR151 08168004 HC-ENG SSBJAP SEON - 1315 FROM Ron JREF- 1TIE151_ZO1 (SP$ 005 371-373 4th St Atlantic Bch, FL T7a 7'SB Hips Girder Top chord 2x4 SP #2 N Bot chord 2x6 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #2 N :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, not located .within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+( )-0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 56 0.15 26.85 5X7 ~ 5X8= N0308(C3) = H0308(C3) 2X5 III 5X8= 5Xlo 6 ~- -( 6 1776 3X8111 8X12= 62 5X9= 8X12= 3X8111 6X6 (C3) ~zoo~ -0 _I_ 13-0- R=3191 U=1442 W=3.5" 27-0-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316 **NARNING** TRUSSES ftEOUIRE E%TRE ME CARE IN FABRICATION, MA NDf.I NG, SHIPPING, INSTALLING AND BRACT Nf,. REFER 10 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY ITT (TRUSS PLATE INSTITUTE, 218 e NORTH LEE SIRES T. SUITE 312, ALE%ANDRIA, YA, 22314) ANO VITCA (N OOD TRUSS COUNC[t OF AMERICA. 6300 ENTERPRISE LANE, MADISON, NI 53110) FOR SAFE 7Y PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED lOP CHORD SNAIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANp BOTIUM Cf10RD SMALL HAVE A PR OPFRLY ATT ACHEp RIGID CEILI NG_ ` :~ **IMP(IR TANT**FUanlsH A COPY OF Tri15 DESIGN TD TViE INSTALLATION CONTRACTOR. ITW BCG, INf,. SHALT NOT 7 A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFOpMANCE KITH TPI; OR FABR LCATI NG. HA NO LI NG. SHIPPING, INSTA LCING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OT NDS (NATIONAL DESIGN SPEC. BY AFbPA) AND TPI. ITN BCG CONNECTOR PLATES ARF MApE OF ?0/18/16f.A (N,H/SS/K) ASiM A653 GRADE 40/60 (Vl, K/H,SS) GAL V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTNFRHISE LOC ATEO ON THIS pE51GN, POSITION PER ORAHINGS 160A-2. I~/BE/II(IJ(1 Colfl !I@I1}S GfOU /n[, ANY INSPECT [ON OF PLATES FOLLONEU BY (i) SHnLt BE PER ANNEX A3 OF TPI1-2002 5EC.3. A SEAL ON FHIS J Po P ORAWI NG INDICATES ACCEPtANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TILE TRUSS COMPONENT Ne111ES CIh~ FL 33844 DESIGN SHONN. TiiE SU[IABILI TY AND USF OF T1115 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE F1. •Jr 27o BU II DING DESIGNER PER ANSI/TPI 1 SEC. 2. n n iirl U THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. SPECIAL LOADS - (LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.= L 25) TC From 56 PLF at -2.13 to 56 PLF at 7.00 TC From 56 PLF at 7.00 to 56 PLF at 20.00 TC From 56 PLF at 20.00 to 56 PLF at 29.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 27.00 BC From 4 PLF at 27.00 to 4 PLF at 29.13 PLB 2040 LB Conc. Load at (3.60,17.65) Roof overhang supports 2.00 psf soffit load. Deflection meets L/480 live and L/360 total load. 6X6 (C 3) ~zoo~ OTY:1 • C~~/ ~~ o. 22 ATE OF ; e, 7-0-0 R=1680 U=779 W=3.5" FL/-/3/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 Scale °.25"/Ft. REF R151-- 32719 DATE 06/16/08 I DRW nCUSR151 0816829 i HC-E NG SSB/AP SEQN ~ 1280 FROM Ron SPACING 24.0" .. :,~: JyREF- 1TIE151_ZOl F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005 371-373 4th St Atlantic Bch, FL T8 9'SB Hips) Top chord 2x4 SP #2 N Bot chord 2x4 SP ~#2 N Webs 2x4 SP ~2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) gC 77 0.15 26.85 5X5= 5X5= 5X5= 1.5X4 1.5X4 -~ 6 6 r- 1776 6X8= 6X8- 3X6 (A1) 3X6(A1) ~2 D 0~ 9.0-0 ~ 9-0-0 R=1415 U-647 W=3.5" 27-0-0 Over 2 Supports Design Crit: TPI-2002(STD}/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316 **MARNING** TRV SSES REQUSRE E%TREME CARE 1N FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRA f,1 NG. REFER TO BCSI (9UILDING COMPONENT SAf ETY INFORMATION), PUULI SHED BY TPI (TRUSS PLATE INBTITUIE. 218 NORTH LEE STREET. SUITE 3i1. ALE%A NpRIA. VA. 22314) AND WTCA (WOOD TRU55 COUNCIL OF AMEft]CA, 6700 ENTERPRISE LANE, MAO ISON. W[ 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY nTTACHEO STRUCTURAL PnNEL< ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEp A.(GIO CC/L[NG. **IMPOR 7ANT**F URNISH A COPY OF THIS DESIGN TO THE INSTAILnTION CONTRACTOR. ITW BCG, INC, SItALL NOT BE RESPONSIBLE FOR nNV pEVIATION FROM THIS DESIGN: ANY FAILURE IO BUILD THE TRUSS 1N CONFORMANCE WITH U SSES RACING OF TP TW A L P I N E U/Id!lIJCOmPonen~3GfOU(JI C. . . TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING S B OESIGN CONFORMS KITH APPLICABLE PROVISIONS OF ND6 (NA7IONAL DESIGN SPEC. BY AF&Pn) ANp 1PI. ITW BCG CONNECTOR PLA TCS ARF MADE OF 20/18/16GA (W,N/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GnLV. STEEL. APPLY PLATES TO EACH FACE OF TRU55 ANO. UNLESS OIIIERWISE LOCATED ON THIS DESIGN, PpSIT10N PFR DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (i7 SHALL BE PER ANNEX A3 OF TP I1-2002 SEC .3. A SEAL ON TH[5 pRAWING fNp[CAfES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPUNSlflILiTV SOLELY FOR THE iRUS~ COMPONEN7 TABILITY ANO USE OF 1H15 COMPONENT FOR ANY BUILDING iS iHF RESFONSIBtI TTY OF THE E SU g ~ ~O ~~ H81[IP.S CI FL 33844 a~, FL ~n #n 278 DESIGN SHOWN. TH I BUII DING UFGIGNER PER ANSI/TPI I $F.C, 2~ - 120 mph wind, 19.68 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL°5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 2 -0-0 QTY:1 ~200~ R=1415 U=647 W=3.5" FL/-/3/ /-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.25"/Ft. REF R151-- 32720 DATE 06/16/08 DR W MCUSR151 OS168025 NC-ENG SSB/AP SEAN- 1286 FROM Ron JREF- 1TIE151_ZO1 .. -~ , -~ (SP8 005 371-373 4th St Atlantic Bch, FL T9 11'SB Hips) Top chord 2x4 SP #2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OE STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 79 0.15 26.85 3X6(A1) = 3X6(A1} 5X5= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.18 ft mean hgt, ASCE 7.02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 5X5= 1.5 X 4 ~~~ 1.5 X 4 /// y ~ -~ 6 1776 3X5= 6X6= 3X5= ~zoo~ 11 0-0 R=1415 U=660 W-3.5" 5-0-0 27-0-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.00(1.25) 10(0) 7.35.0316.1 '*WARN[NG** 1RUSSES REpUiRE E%TRE ME CARF IN FABRICATION, HANDLING. SHIPPING, INSTALI.I NG AND BR Af.I NG. REFER i0 BC51 (BUILDING COMPONENT SAFFiV INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INS FI TUTF, 218 NDR TH LEE STREET, SUITE 317. ASE%ANDRIA, VA, 22314) AND NTCA (HOOD TRU55 COUNCIL OF AME P.I CA. 6300 ENTERPRISE LANE. MADISON, WI 63]19) FOR SAFETY PRACTICES PR10R TO PERFORMING THESE FU NCtIDNS- UNLESS OTHERVJI SE INDICATED TOP CNONp SHALL HAVE PROPCREY ATTACHED SiRUC IURAL PANELS AND BOTTOM CHORD SIIA LL HAVE A PRpPERLV NTT ACHED RIGID CEILING. ~ ~: **IMPORTANT*'F URNISH A COPV OF THIS DESIGN TO 111E INSTNLLATIDN CON FRACTOR. ITW DCG. INC. SHALL NOt A L P I N E BPIR FOR DFABRICAT ID NG.NHANDEINGfDSH[PP[NGHIINDS TAL LINGAS VBRACIN6FpF OTRUS SDSTHE TRUSS IN LpMFORMANCE WITH NFORM W i AP CA N 5 NAI NN ESI SP BY AF6PA AND TPI. ITW HCG DESIGN CO 5 I H PLI BLE PN OVISIONS OF D ( IO ~ D GN EG. ) CONNECTOR PLATES ARE MADE OF 2p/tA/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/N.SS) GALV. STEEL. AP7LV :~ PLA tES TO EACH FN CE OF TRUSS AND, UNLESS OIHEP.HI SE LOCATED ON THIS DESLG N, POST LION PFR DRAWINGS 160A-Z. ANY INSPECTION OF PLAT F.S FOLLOWED BY (i) SHALL BE PER ANNE% N3 OF TPII-2002 SEC.3. A Sf nL ON THIS ~TW BUI~fI%I19 COTp071EIi~S GfVUp ~/IC, pRgHI NG INDICATES ACCEPTNNCE OF PROFESSIONAL FNG IN EFRING RESPOIISIOILf IV SOLELY FOR fllE TRUSS GOHPONF NT ~n~ H81De$ CI FL 33844 DESIGN SHOWN. THE SUI TABILI tV AND USE OF THIS COMPONENt FOR ANV BUILDING IS THE RESPONS[BILIIY OF THE V ~, OUILDiNG DESIGNER PER ANSI/TPI 1 SE f, 2. J B FL n ~n 27s ~zoo~ R-1415 U=660 W=3.5" * ~'' # ATE OF OR1D4'' •. ~~ 11y~E~' 1 FL/-/3/ /-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" ti „~ . ,, Scale °.25"/Ft. REF R151-- 32721 DATE 06/16/08 DR W HCUSR151 08168026 HC-ENG SSB/AP SEAN- 1292 FROM Ron JREF- 1TIE151_ZOl -~ ~. ,--~ TNIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MfR. ~Sp8 005 371-373 4th St Atlantic Bch, FL T10 12'3"4S6 Hips Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP )j2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START (F T) END(FT) BC 79 0.15 26.85 120 mph wind, 20.50 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets Li480 live and L/360 total load. 5X5= 5X5= 1.5X4111 1.5X4111 -~ 6 6 ~ ~17-7 6 3X5= 6X8= 3X5= 3X6 (A1) ° 3X6(A1) ~2 0 0~ 12-3-4 2-5-8 12-3- ~200~ R=1415 U=668 W-3.5" 27 0-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.3 **NARNING** TRUSSES REWIRE E%TREME CARE IN FABRICAI ION, HANpL ING, SHIPPING. INSTALLINf. AND BRACING. REFER t0 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STRECT. SUITE 312. ALE%ANDRIP. VA. 12J14) ANO WiCA (N 000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE, MADISON. WI 53119) FOR SAFETY PRACTICES PRIOR TO PERF Oft MING THESE FUNCIIVNS. UNLESS OTHERWISE INDICATED TOP CIIORD SHALL HAVE PROPERLY ATTACHED SiRUCTURnL PANELS ANO BOTTOM CHOP.D SHALL HAVE 5.031 6.18 / C •~~ A PROPFFIY ATTACHED RiGlD CEILING. **IMPORTANT**FURNISH A COPY OF IRIS DESIGN TD THE INSTALLATSON C011 TRACTOR. TTW BCG. INC. SHALL T BE RESPONSIBLE FOR ANY DEVIA(ION FROM iI11S DESIGN: ANY FAILURE TO BUILD IHF TRUSS 1N COMFORMANCE NIT INSTALLING 8 URACING OF TRUSSES. IPPING ~ ~~ NQ A L P I N E ~BI/t~(~IIIg /r•~~0/71POI~Cfi~SOOG AM HalilC$l.ity, FL 3J044 FL s en 278 P ~IIt. . iP [: OR FABRICATING. HANDLING. SH UE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF BPA) AND TPI. SiW CG CONNECTOR PLACES PRE MADE OF 20/18/16GA (41.H/SS/N) ASTM A653 GRADE d0/60 (W. K/H.SS) GALV. STEEL. APPL PLATES TO EACH FACE OF TRUSS AND. UNLESS OLHERW LSE LOCATED ON THIS DESIGN, POSItION PFR DRAWINGS 160A-Z. aNY INSPECTION CF PLATES FOIL OWEU BY (i) SMAIL BE PER ANNE% A3 OF TPI1-2002 SEC.3. A SEAL ON CRIB pRAWING INUICAIES ACCEPTANCE OF PROFESSIONAL ENGINEE P.I NG RESPONSIBILITY SOLELY FOR THE 1RUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BIII LDTNG !5 TIIF RE SPO NSIB [I-IiY DF THE BUILDING DESIGNER PER ANSI/tPI 1 SEC. 7. • ~Oww•i ~J~L• vv -~~ ••• w~( •/N •~ V(~~ R=1415 U=668 W-3.5" TY:1 FL/-/3/-/- R/- LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF C LL 10.0 PSF OT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.25"/Ft. REF R 151-- 32722 DATE 06/16/08 DRW HCUSR151 08168006 HC-ENG SSB/AP SEAN- 1302 FROM Ron JREF- 1TIE151_ZO1 ~.w.. -'~ M.= ~~ (SPS 005 371-373 4th St Atlantic Bch, FL J1 1' CJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) BC 10 0.15 1.00 6 2X5 (A1) R--102 Rw=114 U=128 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 17.68 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi({/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 1821 0 10 3~ ~~17 7 6 R= 30 Rw-47 U=47 ~-2-0-0~ 1 0 0 Over 3 Supports ~~ R=351 U=248 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C RT=1.00(1.25) 10(0) 7.35.0316.18 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALtI NG AND BRACING. ~' REFER TO SCSI (BUILDING COMP ONENI SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INST[TIITE. 218 N00.711 LEE STREET. SUITE 312. AIE%ANDRIA, VA. 22314) AND NIfA (HOOD TRUSS COUNCIL OF gMERICA, 6300 S .•~•.•.•• ENTERPRISE LANE. MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ~• \ OIHERNISF. INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUC iIIR AL PANELS AND BO/1(1M CHORD SHALL HAVE A PROPERLY ATIA CHED RIGID CEILING. *'IMPORTAN T`tr *FURNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. TNC,. SHALL NOi ~~ ~ A L P I N E BE RESPONSIBLE FOR ANY DEVInTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH 1 i TPI: OR FARRIf,ATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. if DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (HnTIONAI. DESIGN SPEC, BY AFBPA) AND TPI. ITN BCG STATE CONNECTOR PLATES ARE MADE OF 20/1B/I6GA (N,II/SS/K) ASIM A653 GRADE 40/60 (N. K/M.SS) GALV. STEEL. APPLY PLATES TO EALH fAf,E OT TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAW NGS 160A-Z. nNY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TP[1-2002 SEC.3. A SEAL ON THIS • F/ ITt4FBu/ldingComponentsGrouplnc. DRgw1NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT lO-7 OE SIGN SHORN. tHE SUITABILITY ANO USE OF TN[5 COMPONENT GOR AHV Rl11LD 1NG 1S THE RE SPONSIBILtiY OF THE Haines City, FL 33844 BuI1DtNC DE S1r.NER PER ANSI/TPI 1 scr,. 2. S~~ -- TY:1 FL/-/3/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT .LD. 47.0 PSF DUR .FAC. 1.25 SPACING 24.0" Scale °.5"/Ft. REF R151-- 32723 DATE 06/16/08 DRW HCUSR151 08168007 HC-ENG SSB/AP SEQN- 1132 FROM Ron JREF- 1TIE151_ZO1 ;,,-~,- -_ :: _1 (SP8 005 371-373 4th St Atlantic Bch, FL J2 3' CJ Top chord 2x4 SP ~2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) BC 34 0.15 3.00 ~2-0-0~ 3 0 0 Over 3 Supports R=326 U=134 W=3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R=46 U=47 R=39 U=9 9 8 3 1103 8 1 8 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35 .0316. 18 **WARNING** TRUSSES REQUIRE E%TRE ME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONE NF SAFETY INFORMATION), PUBLISHEp BY TPI (TRUSS PLATE INSTIIUIE. 218 e NORTH LEE STREET. SUITE 312. ALEXANpRIA, VA, 2231 d) AND NTCA (N OOD Tft USS COUNCIL OF AMERICA, 6300 ` ENTERPRISE LANE, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ~1 OTHERHISE INO[CATED TOP CHORp SHALL HAVE PROPERLY gTTACHFD STRUCTURAL PANELS AND BOTTOM f.H ORp SHALL HAVE A PROPERLY gTTACHFD RIGID f,E ILLN6. if **IMPORTANT**FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ITW BCG. INC. SMALL NOi ~ ~~ N A L P I N E BE RESPONSIBLE FOR ANY pEVIATION FROM THIS DESIGN; ANY FAILURE i0 BUILD THE TRUSS IN COMF ORMA NCF WITH TPI; OR FABRtCATIxG, HANDLING. SHIPPING, INST4LLING R BRACING OF TRUSSES. y 7f ~ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NpS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. tTH BCG Z CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/BS/K) nSTM 8653 GRADE 40/fi0 (H, K/H,SS) GALV. STEEL. APPLY ITW BuildingCompOnentsGro Haines Ci/., FL 33844 •lr FL A #0 278 PLATES TO EACH FACE OF tRU SS AND. UNLESS OiIiE RWISE LOCA iEO ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED DY (i) SHAL1. BE PER ANNE% A3 OF TPI1-2002 SFC.3. A SEAL ON THIS uplnc. DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPON5181LITY SOLELY FOR THE TRUSS COMPONENT pE SIGN SHOWN. THE SUITABILITY AND VSE OF THIS f.OMPONENT FOR ANY BU TI DING IS lME RESPONSIBI LIiY OF THE BUILDING DESIGNER PER ANSI/TPI t SEC 2. ~ !~ r J %•~` •~ _ OF TY:1 FL/-/3/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" ~. -~ Scale =.5"/Ft. REF R151-- 32724 DATE 06/16/08 DRW HCUSR151 08168008 HC-ENG SSB/AP SEQN- 1138 FROM Ron JREF- 1TIE151_ZO1 ~.,~- .;..r-~~, ~ ;:~-~ (SP8-005 371-373 4th St Atlantic Bch, FL J2a 3' CJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 34 0.15 3.00 2X4(A1) X 3 0 0 Over 3 Support C~ - R=151 U=36 W=3.5" PLT TYP. Wave ALPINE ITW Building Components Group Inc. Haines City, FL 33844 FL n n un 278 R=76 U=79 R=61 THIS DW6 PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MfR. 120 mph wind, 18.71 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~~19 2 1 1103 17 7 6 Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1.25)/10(0) 7.35.0316 **NARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING. Irv5(ALLING ANU BRACING. REFER i0 BCS[ (BUILDING COMPDNENT SAFETY INFORMATION), PU8t1 SHCD BV TPI (TRVSS PLAtF INSTI7UiE, 218 NORTH LEE STREET, SVITE 312. ALE%ANDRIA. VA, 22314) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, G300 ` ENTERPRISE LANE. MApISON, WI 53]19) rOR SAFE TV PRAT, TI CES PRIOR TO PERFORMING THESE FVNCTIONt. UNLESS OTHERWISE INDI f,ATED TOP CHORD SHAI.I HAVE PROPERLY ArTACHED STRVCTV P,AL PANELS AND BOrTDM f,H URD SHnLL HAVE A Pft OPf RI.Y ATTACHED RIGID CEILING. **IMPORTANT**F UftN[sH A tour pF rHis DESIGN ro n+E cNSrA LLATION corvTRACroft. ITw BcG. INf,. sums Nor BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN: ANV rAILVRE TO BUILD THE TRUSS IN CONFORMANCE WITH = ~' ~ IP I; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSCS. _ ~ DESIGN CDNF ORMS NI IH APPLICABLE PROV1010N5 OF Np5 (NATIONgL DESIGN SPEC. BY AFBPA) AND TPI. IrW BCG ~ ' CON NE CiOR PLATES ARE MADE OF 20/18/I6GA (W.H/SS/KJ ASTM A653 GRADE 40/60 (W, K/H.SS) GALV. SIECL. APPLY ~\ ~ / PLATES TO EACH FACE OF TRUSS ANU. UNLESS OIHERWI SC LOCATED ON THIS DESIGN, POSITION PEP DP,gWINGS 160n-Z. -~j+ ANV INSPECTION OF PLATES FOLLOWCD BY (i) SHALL BE PER ANN[% A3 OF TPI1-2002 SFC.3. A SEAL ON THIS ~V/ ~ DRAWING (NpI GATES ACCEP iANCE OF PR OFESSIONgL ENGINEERING RE SPONSIBILIiY SOLELY FOR THE TRUSS COMPONENT pESiGN SHORN. !HE SUITABILITY ANp USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TUE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. J No. TY:1 FL/-/3/-/-/R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32725 DATE 06/16/08 DRW HCUSR151 08168009 HC-E NG SSB/AP SEON - 1141 FROM Ron JREF- 1TIE151 ZO1 ~. ~ ,.,.. ~,~«,~~nn..:M .~ .~ SRS 005 371-373 4th St Atlantic Bch, FL JZb 3'6"8 EJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 41 0.15 3.54 -2-0 0~ ~3-6-8 Over 3 Supports R=344 U=160 W=3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.31 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R=66 U-72 R=53 U=4 ~19 5 5 2 1 7 ~17 7 6 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.00(1.25)/10(0) 7.3 5.0316.18 **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFFIY INFORMATION), PUBLISHED BV TP1 (TP.U 55 PLATF INSTITUTE. 218 NORTH LEE STREET, SURE 312. ALE%ANDRIA. VA. 22314) AND WTCA (W000 TRUSS COUNCIL OF AMERICA. 5300 ENTERPRISE LANE, MAGI SON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIE SE FUNCTIONS. UNLESS ~ .. ~~~~ ~• OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 90TTOM f, IIORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • ~' ~ **IMPORTANT**F URNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW 9CG, INC. SHALL NOT . BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE t0 BUILD THE TRUSS IN COMFORMANCE KITH A L P I N E TPI: OR FAAR[CAiING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF iRUSSES- DESIGN CONFORMS WITH APPLICABLE Pft OVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) ANp iPl. ITN BCG CONNECTOR PLATES ARE MADE OF 20/lA/16GA (W.H/SS/K) AFiM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY TAT PLATES FO EACH FACE OF TRUSS AND, UNLESS OiHERW ISE LOCATED ON THIS DESIGN, POSITION PER ORAHI NGS 1FOA-Z. ITW Building Components Gro uplnc. aNY INSPECTION OF PLATES FOLLOWCD BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.]. A SEAL UN IRIS DRAWinc INDIf.ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIfE TRUSS COMPONENT THE SUIiABILIiV AND USE OF TIIIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF tllE DESIGN SHOWN ~~ •~~Q' n ~ S HainesCiEfi.,, FL 33844 `l, . BUILDING DESIGNER PER ANSI/TPI 1 SEC 2 /l '~eAll OTY:l FL/-/3/-/ /R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32726 DATE 06/16/08 DRW HCUSR151 08168010 NC-E NG SSB/AP SEAN - 1145 FROM Ron JREF- 1TIE151 ZO1 (SP8 005 371 373 4th St Atlantic Bch, FL J3 5' CJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 58 0.15 5.00 -2-0-0~ 5-0-0 Over 3 Supports -~ R=401 U=170 W=3.5" R=113 U=120 R-89 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq RT=1.00 (1.25)/10 (O) 7.35.0316. **WARNING** TRUSSES REpUIRE E%iRE ME CARE IN FABRICATION. HANULING, SHIPPING. INSTALLING ANU BRACING. REFER TO UCSI (BUILDING COMPONENT SAF F.TY INFOR MAIION). PUBLISHED BV !PI (TRUSS PLATE INSTITUTE, 218 C NORTH LEE STREET. SUITE 312, ALE%ANDRIA. VA, 22314) AND WiCA (H OOp TRUSS COUNCIL OF AMERICA, G300 ENTERPRISE LANE. MAGI SON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0lHERNISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IIAYE A PROPERLY ATTA CIIFD RIGID CEILING. ~~ **IMPORTANT**F URNS sH q COPY OF THIS pE SIGN TO THE INSTALLATION CONTRnCTOR. ITW BCG. INC. SHALL NOT A L P I N E BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE HITH TPI; OR FAORICATI NG, HANDLING, SHIPPING, INSTALLING 8 BRACING OF iRU5SE5- DESIGN CONFORMS WITH gPPLICA BLE PROVISIONS OF NDS (NATIONAL UESIGN SPEC. BV AF 8Pn) ANO TPI. ITW BCG CONNECTOR PLATES ARE NApE OF 20/1B/16GA (W.H/55/K) ASiM A653 GRADE 40/60 (W, K/H, SS) GALV. STEEL. APPLY PLATES TO FACII FACE OT TRUSS AND. UNLESS DTHERHISE LOCATED ON TH[5 DESIGN. POSITION PFR DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (i) SHnLL DE PFR ANNF% A3 OF TPI1-2002 SEC.3. A SEAL ON THIS ITW Building Components Group Inc. DRAWING INDILAiE6 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE Nt ~r Haines Ci F[. 33844 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BU11 DING IS THE RE $PDNSIBILItY OF THE V n HM BUILDING DESIGNER PEP ANSI(TPI ] SEC 2 J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.68 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~20 2 1 2 10 3 ~17 7 6 QTY:l FL/-/3/-/-/R/ OF TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF * BC LL 10.0 PSF ~ V TOT.LD. 47.0 PSF ' DUR.FAC. 1.25 SPACING 24.0 " Scale =.5"/Ft. REF R151-- 32727 DATE 06/16/08 DRW NCUSR151 08168011 HC-E NG SSB/AP SEON - 1149 FROM Ron JREF- 1TIE151 ZO1 ~ ~ . ~,- _~ .~u~. .~ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (SP8 005 371-373 4th St Atlantic Bch, EL J4 7' EJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) gC g2 0.15 7.00 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 2121 R=171 U=182 3 10 3 1776 R=136 -2-0-0-~ 7-0-0 Over 3 Supports R=487 U=193 W=3.5" PLT TYP. Wave ALPINE ITW Building Components Group Inc. Haines City, FL 33844 FL n A un 278 Design Crit: TPI-2002(STD)/FBC C /RT=1.00(1.25) 10(0) 7.35 .0316. **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI (BVILDING COMPONENT SAFETY INF ORMA7ION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 ~~ NORTH LEE STRCET, SUITE 312. ALE%ANORIA. VA, 22314) AND HTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFELY PP.ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ~~`` O THERWI SF INDICA TEp lOP CHORD SHALL HAVC PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ~ ~ A PROPERLY ATTA C,H EO RIGID CEILING. 1 \ i 7 Na **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITH BCG. INC. SHALL NOT BE RESPONSIBLE FOR ANY pEVIATION FROM THIS DESIGN; nNY FAILURE TO BITTED THE TRUSS IN COME ORMANCE WITH TPI; OR FABRICAiTNG, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRVSSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF3PA) AND TPI. ItW BCG T CONNECTOR PLATES ARE NADE OF 20/18/16GA (W.H/SS/K) pSTM A653 GRApE 40/60 (H. K/N.SS) GALV. STEEL. APPLY •1 PLATES TO CACN FACE OF iRVSS AND. UNI.E SS OTHERWISE LOCATED ON THIS DESIGN. POSITION VER DRAWINGS I60A-Z. • ANY INSPECTION OF PLATES GOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPI1-2002 SEC.3. a SEnL ON THIS ' DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB LL TTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL/iY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE NE SPONSIBILITY OF THE S' BUILUfN6 DESIGNER PEP AN51/TPI 1 SEC. 2- OF OTY:1 FL -/3/- - R- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF ~ BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32728 DATE 06/16/08 DRW HCUSR151 08168012 HC-E NG SSB/AP SEON - 1153 FROM Ron JREF- 1TIE151_ZO1 (SP8 005 371-373 4th St Atlantic Bch, FL J5 2' CJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 22 0.18 2.00 Shim all supports to solid bearing. 3 X 6 III THIS DWG PREPARED-FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ++ Negative reaction(s) of 208 MAX. (See below) from a non-wind load case requires uplift connection. 120 mph wind, 17.93 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R=-209 Rw=128 U=75 ++ 18 8 1 1 4 3 ~17 7 6 R- 204 Rw=120 U=72 R-135 U=26 1.5X4111 ~16 7 10 4-0-0 Over 4 Supports -~ R=669 U=393 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316.18 **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION. HANDI ING. SHIPPING. INSTALLING nND BRACING. REFER f0 SCSI (BUILDING COMPONENT SAFEtV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTIIU Tf, 218 NORTH LEE STREET, SUITE 312, ALE%ANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ~.• ~ ENTERPRISE LANE. MADISON, HI 53]19) FOR SAFETY PRACTICES PRIOR i0 PERFORMING tIIE SE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STR Uf,TURAL PANELS AND BOTTOM f,H ORD SHALL FIAVE A Pft OPERLY ATTACHED RIGID CEILING. !t. ` 3 ~` ° N . **IMPORTANT**F UR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIAtION FROM tHIS DESIGN; ANV FAILURE TO BUILD THE TRUSS IN COME ORMANCE KITH = A L P I N E TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. ~ * ~ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ITW BCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,fl/56/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. StEEt. APPLY TATI PLATES 10 EACH FACE OF TRUSS AND. UNLESS OIHERHI SE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% A3 OF TPII-2002 SEC.3. A SEAL ON THIS '~ ITW Building Components Grouplnc. DRAWING INDICATES gCCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILItY SDLEIY FOR IIIE TRUSS COMPONENT ~~~~QF Haines City, FL 33844 BUILDINGHp F.SIGNE RiPERSANSI/TPIT1 S[D UZE OF THIS COMPONE NI FOR ANY BUILDING IS THE RCSPONSIB iI [?Y OF tHE sw-••• ~;.FY FL a un 27~ ,...;_ ~ ~ ......~,... ,..: ~,_~ ~ .:. ~> ;W ~:.~,d. ,. ~..~.;.: ~,. . ,_-~iA~.._.... ~~' OF OTY:1 FL/-/3/ / /R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32729 DATE 06/16/08 DRW HCUSR151 08168030 HC-E NG SSB/AP SEAN - 1196 FROM Ron JREF- 1TIE151_ZO1 ~ ~SpB 005 371-373 4th St Atlantic Bch, FL J5a 2' CJ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) BC 22 0.15 2.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED 8Y TRUSS MFR. 120 mph wind, 17.93 ft mean hgt, ASCE 7-02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL--=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(f/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R=0 Rw=48 U=47 ~~18 8 1 1 4 3 ~~17 7 6 ~2-0-0-~ 2 0 0 Over 3 Supports R=306 U=167 W=3.5" R=10 Rw=36 U-23 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0 7.35.0316. OTY:1 FL/-/3/ / /R/- Scale =.5"/Ft. **WARNING** TRUSSES RFOUIRE E%TRE ME CARE IN FABNICAlION, HANDLING, SHIPPING. INS1ALlING AND BRACING. C CO~ T C L L 2 0. 0 P S F R E F R 1 5 1 3 2 7 3 0 REFER TO BCS1 (BUILDING COMPONENT SAFCTV INF ORMgTION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 ~ •`•••••~••••••• NORTH LEE STREET, SUITE 312. ALE%ANDRIA, VA, 22314) AND WTCA (WOOD TRUSS CUUNC II. OF nMERICA, 6300 //~• ENTERPRISE LANE. MADISON, NI 53)19) FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS i• `yE (~• : C D L 7 0 P S F DATE 0 6 / 1 6 / 0 8 OTHERWISE INDICATED TOP CHORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PA NFLS AND BOTTOM f,H ORD SHALL HnVE Q~ C A PROPE RI.Y ATTACHED P.IGID CEILING. ` • N 2 BC DL 10.0 PSF DRW HCUSR151 08168013 **IMPORTANT**FURNISH A COPY OF PHIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG, INC. SHALL NOi • A L P I N E BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRVSS IN COMFORMnNCE HIiH *: B C L L 1 0.0 P S F H C- E N G S S B/ A P TPI; OR FABNIf,ATING. HANDLING, 5111 PPING, INSTALLING 8 BRACING DF TRUSSES. DONNE LTORNPORMESWARE MADEIOF820/18/16GA0 (N,H/SS/K)(ASTM A653DGRADE 40/60 (H,AK/HA6S)NGALV' SiEEL.IAPPBYG TATS ~ 0 TOT L D 4 7 0 P S F S EON 1 1 6 8 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (i) SIIALL BE PER ANNE% AJ OF TPI]-2002 SEL.3. A SEAL ON THIS •• ~ OR,O• .f D U R F A C 1 2 5 F R 0 M R o n ITW BU~I(II/IIJ r.OInPOIlBI1~5 (a/OUP IAri. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONS[BILIiV SOLFLY FOR 1UE TRUSS COMPONENT ~••• ` Haines Ci FL 33844 DESIGN SHONN. THE SUITAB1LIiV AND USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RE SPONSI9IL IlY OF THE ~ • Ft, Ty' z7s BDILDING DESIGNER PER ANSI/TPI 1 SEL. 2 SPACING 24.0" JREF 1TIE151 ZO1 -1~.~.. < --~,, "..u~-~,y~ . _ .: -i:,~.... --~ _ --- . -L., . ---~ -~.. ,;-t~~,~ ter,.. , ~ _ . _; . ; , ..:: ;: ~ .. (SPS 005 371-373 4th St Atlantic Bch, FL J5b 2' CJ Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 22 0.15 2.00 Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long term deflection. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Bti TRUSS MFR. 120 mph wind, 17.62 ft mean hgt, ASCE 7 02, CLOSED bldg, located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R= 80 Rw=124 U=133 ~~18 8 1 1 4 3 ~~17 7 6 -3-3-0~ 2 0 0 Over 3 Supports R=496 U=324 W=3.5" R= 25 Rw-66 U=58 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C /RT=1.00(1.25)/10(0) 7.3 5.0316 .18 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABPICATION. HANDLING. SNIPPING, INSTALLING ANp BRACING. REFER TO BLSI (BUILDING COMPONENT SAF F.TY INFORMATION), PUDIISHED BY TPI (TRUSS PLATE INSTIL UTE. 218 NORTH LEE STREET, SUITE 312. ALE%ANDRIA. VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMEft ICA. 6300 ENTERPRISE LANE. MADISON, H[ 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS ~ . OTHERHI SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ~~ A PROPERLY ATTACHED RIGID CEILING. - `` ~ I **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT •i N BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BII[LD THE iRU SS IN COME OR MANCE WITH _ ~ A L P I N E TPI; OR FABRIC Ai1HG, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES- DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TP [. ITW DCG CONNECTOR PLATES ARE MADE OF 20/18/16GA (N,N/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. S1EEL. APPLY S1 PLATES i0 EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-Z. ~7 lTW Buildln Coln onenf5 Gro 9 p Haines Cih. FL 33844 ^l3 un u I/IC, P ANV INSPECTION OF PLATES FOLt OWED BV (i) SHALL BE PER ANNE% A3 OF TP13-]002 SE L.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPONSIBII ITV SOLELY FOR THE TPUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANp USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PFR ANSI/TPI 1 SEC 2. ~ /~ ~~' ~ s~+ OF OTY:1 FL/-/3/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" -~. Scale =.5"/Ft. REF R151-- 32731 DATE 06/16/08 DRW HCUSR151 08168014 HC-ENG SSB/AP SEAN- 1183 FROM Ron J~EF- 1TI~E151_Z0~ ..~ (SP8 005 371-373 4th St Atlantic Bch, FL J6 4' CJ) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP ~2 N Webs 2x4 SP #2 N SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -2.13 to 56 PLF at 4.00 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 4.00 TC 90 LB Conc. Load at -2.00 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 1 . 5 X 4 III THIS DIJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ++ Negative reaction(s) of 305 MAX. (See below) from a non-wind load case requires uplift connection. 120 mph wind, 18.43 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) BC 48 0.00 4.00 R=137 U=76 19 8 1 2 4 3 17 7 6 R= 306 Rw=164 U=179 ++ ~2-0-0~~1-4-0~ 4 0-0 Over 3 Supports R=766 U=324 W=3.5" Design Crit: TPT-2002(STD)/FBC PLT TYP. Wave C /RT=1.00(1.25)/10(0) 7. 35.031 6.18 **WARNING** TRUSSES REQUIRE E%TRE MF CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY iPl (TRUSS PIAtE INSTITUTE. 218 A NORTH LEE STREET, SUITE 312. ALE%ANORIA, VA, 22314) AND WTCA (WOOD Tft U55 COUNCIL OF AMERICA. 6300 y ENTCRPRI SE LANE. MADISON, NI 53]19) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. LINLE S$ ' E OiHE RNI SE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTP f,HEp STRUCTURAL PANELS ANp BOTTOM f,HORp SHALL HAVE * ~ : ~` A PROPERLY AITACHEp RIGID CEILING. . ~ • **IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. IiW BCG, INC. SHALL NOT $ ~ ~ , A L P N BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IH f,OMFORMgNCE HITH I E TP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. ~ * : y DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BV AFBPA) AND TPI. IiW BCG 1~ CONNECiOft PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GALV. STEEL. APPLY P ATES TO EACH FACE OF TR I L STATE OF ITWBUildingCompOnentsGro HaI FIS CI A Mn 278 844 L USS AND. UN ESS DiI E RWISF LOCa TED ON THIS DESIGN, POSITION PER DRAWINGS 1GOA~Z. ANY INSPE CiION OF PLATES VOLL OWED BV (i7 SHALL BE PER ANNE% A3 OF TPI1-2(102 SE C.3. A SEAL ON 11115 uplnc. DRAwINr, INpICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONStBILIiV SOLELY FOR illE TRUSS C011PONENI DESIGN SHONN. THE SUITABILITY ANp USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILiiY OF THE BUILpI NG DESIGNER PER ANSI/tP1 t SEC 2. w ^G g•••*••.O R1O~~ ~UN~~E~ OTY:1 FL/-/3/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" -~: -~: Scale =.5"/Ft. REF R151-- 32732 DATE 06/16/08 DRW HCUSR151 08168015 HC-ENG SSB/AP SEAN - 1217 FROM Ron JREF- 1TIE151_ZO1 (SP8 005 371-373 4th St Atlantic Bch, FL J6a 4' CJ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) BC 46 0.15 4.00 -2-0-0~ 4-0-0 Over 3 Supports R=361 U=162 W=3.5" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.43 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. R-81 U=88 R=65 1981 2 4 3 ~17 7 6 Design Crit: TPI-2002(STD)/FBC ,PCT TYP. Wave Cq/RT=1;00(1.25)/10(0) 7.3 5.0316 .18 OTY:1 **WARNING** TRUSSES RFOVIRE EXTREME CARE IN FABRICATINN, HANDLING. 5117 PPING. INSTALI INf. AND BRACING, REFER t0 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSlIIUTE. 218 no y NORTH LEE STREET. SUITE 312. ALEXANDRIA. VA, 22314) AND NTCA (HOOD TPUSS COUNCIL OF AMERICA, 6300 • ••••• S ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP ClIORD SHALT. HAVE PROPERLY ATTACHED STRUf,T URAL PANELS AND BOtTOM CHORD SI{qLL NAV F. ••• ~•• A PROPERLY ATTACHED RIGID CEILING. • • V 1. ` ~~ ' *xIMPORTANT**r uRNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW Bf,G, INC. SHALL NOi ` A L P I N E BE RESPONSIBLE FOR ANV DEVIATION FROM T1115 DESIGN; ANY FAILURE TO BUILD THE TRUSS IN COMFORMnNCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSiAIIiNG 5 BRACING OF TRUSSES- 3 ~ i ~ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BV AFBPA) AND TPI. ITH BCG - r• ~ S CONNECTOR PLaFES ARE MADE OF 20/18/l6GA (H,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,SS) GaLV. STEEL. APPLY ~ •. STATE 1TWBulfdingCompOnentsGro ~-181IIC5 CIE.' I.1. 33844 ~{~`)~ PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON TI11S OE SIG N, POSITION PEN pRAHINGS 160A-Z. ANV INSPECTION OF PLATES FOLLONEO BY (i) SMALL BE PER ANNEX A3 OF TP[1 .2002 SEC.3. A SEAL ON THIS up/nc. DRAWING INDICnTES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DF SIGN SHORN. THE SUITABILITY AND IISE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING OFStGNF.R PER ANSI/TPI 1 SEC. 2. J f •• /~ S•:~OR~~ "~~ ~~ FL/-/3/-/-/R TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32733 DATE 06/16/08 DRW HCUSR151 08168016 HC-E NG SSB/AP SEQN - 1172 FROM Ron JREF- 1TIE151 ZO1 .~ .~ ~SpB 005 371-373 4th St Atlantic Bch, FL J7 6' CJ Top chord 2x4 SP ~2 N Bot chord 2x4 SP #2 N Webs 2x4 SP ~2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 72 0.00 6.00 1.5X4111 -2-0-O~E1-4-0~ 6 0-0 Over 3 Supports R=574 U=217 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316. *"WARNING•~' 1RU65E5 REQUIRE E%T0.EME CARE IN FABRICATION, t1A NDLING. 5117 PPING, INSTALLING AND BRACING. ~ C. REFER 10 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBL15NE0 BV TPI (iRU65 PLAIF INSTITUTE. 218 ` NORTH LEE STREET. SUITE 3t2, ALF%ANDRIA. VA, 22314) AND HTCA (H000 TRUSS COUNCIL OF AMERICA. 6300 //~~ ENIERPRI SE LANE. MADISON, WI 53119) FOR SAFETY PRACTICES PRIOR TD PERFORMING 1HE SE FUNCTIONS. UNLESS '~ \y OTHERHISE INDICATED i0P CHORD SHALL HAVE PROPERLY ATTACHED STRUf.I URAI. PANELS ANO BOTTOM CHORD SHALL t1AVE A PROPERLY ATTACHED RIGID CF[LING. *'IMPORTANT**F URNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BCG. INC. SHALL NOT ~• A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE t0 BtIILD 111E TRUSS IN COMFORMANLE HITH * ~ iPE; Oft FnBRICATI NG. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. I DESIGN COHFOkMS WI111 APPLICABLE PNOVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ITW BCG TAT) CONNECTOR PLAEES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A663 GRADE 40/60 (N. K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANp, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PFR DRAWINGS 160A-Z. ~~ ANV INSPECTION OF PLA FES FOLLOHED BY (1) SHALL BE PER ANNF% A3 OF TPI1-2002 SEC. 3. A SEnL ON THIS ~~~ ~ 0~ ITW Building Components Group Inc. DRAWiNr, INDICATES ACCF.PTnNCE OF PROCESSIONAL ENG[NE[RING 0.ESPONSIBILIiY SOLELY FOR THE TRUSS COMPONENT ~(- ~ ~ Aa1neS C1 FL 33844 DESIGN SHOWN. THE SUI LABILITY AND USE. OF THIS COMPONENT FOR ANV BU TLOING IS THE RESPONSIBILITY OF THE J S •~ ty+ 9UILD[NG DESIGNER PER ANSI/TPI 1 SFC 2. F~ n .~n 27.,.s,U,r: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.93 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw°1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~20 8 1 R=94 U=83 3 4 3 17 7 6 R=31 Rw-118 U=90 OF QTY:1 FL/-/3/- - R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF # BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R151-- 32735 DATE 06/16/08 DRW HCUSR151 08168018 HC-ENG SSB/AP SEQN- 1203 FROM Ron JREF- 1TIE151_ZO1 ~t -. ,, -~ ~SpB 005 371-373 4th St Atlantic Bch, FL J7a 6' CJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 70 0.15 6.00 -2-0-0~ 6-0-0 Over 3 Supports R=443 U=181 W=3.5" R=142 U=151 R=113 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316.18 **WARNING** TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACINL,. REFER TO BCSI (BUILDING COMPONENT SAFETY [NF Oft MATT ON). PUBLISHED BY TPI (TRUSS PIATF INSTITUTE, 218 ~ ~~ NOk TH LEE STREET, SUITE 312. AlE%ANDRIA. VA, 22314) AND WTCA (HOOD TRUSS COUNCIL OF AMEkICA, -6300 G • ENTERPRISE LANE, MADISON. WI 53]]9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI.E SS ` OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPFRI.Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. . **IMPORTANT**FURNI SH A COPY OF THIS OE SIGN i0 THE INSTALLATION CONTRACTOR. [TW BCG. INC. SHnLL NOi $ ~• A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM 11115 DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CpMFORMANf.E WITH 1PI: OR FABRICnTING. HANDLING: SHIPPING, INSiA LLiNG 8 BRACING OF TRUSSES. ~ DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY nFBPA) AND tPI. ITW BLG TA CONNECTOR PLATES PRE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W. K/H,55) GALV. STEEL. APPLY PLATES TO EACH FACE OF tRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DCSIG N, POSITION PEF ORANINGB 160A-Z. IT4Y Buildin Com vents Grou ~(IC. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNE% n3 OF TP11-2002 SEC.). A SEAL ON THIS • ` J Po P DRAH ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGTNEERING RESPONSIBILITY SDLELY FOR THE. TRUSB COMPONENT H2IIICS C1Ty, FL 33844 DESIGN SHOWN. THE SUITABILITY nN0 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSLBILI iY OF THE ~ ~ •~ BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ~:~a:;, .. F~n un 27_~+~.,;„ ; .e• :-~:r~.;>-f _,::-., ,~-s,:::-~ ~. .. -fit„ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. 120 mph wind, 18.93 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. OF ~20 8 1 3 4 3 ~17 7 6 QT`(:1 FL/ /3/ / /R/ LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale °.5"/Ft. REF R151-- 32736 DATE 06/16/08 DRW HCUSR151 08168019 HC-E NG SSB/AP SEQN - 1175 FROM Ron )REF- 1TIE151 Z01 .~_ ~,~......~~-~w .~ THIS DW6 PREPARED FROM CDMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ISp8 005 371 373 4th St Atlantic Bch, FL J7b 6' CJ) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANEES OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 70 0.15 6.00 --3-3-0~ ----6-0-0 Over 3 Supports ---~'~ R=555 U-258 W=3.5" FBC D )/ Design Crit: TPI-2002(ST Cq/RT=1.00(1.25)/10(0) 7.3 5.0316 .18 PLT TYP, Wave **WARNING** TRUSSES REpUiRF F%TRE ME CARE IN FABRICAT]ON, HANDLING, SHIPPING, IN57AL1 LNG AND BRACING. SCSI (BUILDING COMPONENT SAFELY INFORMATION). PUBLISHED BY TPI (TRUSS PLAtE INSTITtIIE. 218 R G• ` REFE TO ALE%ANDRIA. VA, 22]14) AND WtCA (WOOD TP.U SS COUNCIL OF AMERICA. 6390 SUITE 312 H LEE STREET ~ • , . NORT ENTERPRISE LANE, MADISON. W! 53]19) FOR SAFETY PRAC11CE5 PRIOR TO PERFORMING 111E SE FUNCTIONS. UNLE S$ • O TNERW[SE iNDICATEO TOP CHORD SHALL HAVC PROPERLY ATTACHED STRUC TLIRAL PANELS ANO BOTTOM CHORD SHALL HAVE • A PROPERLr ATTA CIIEp RIGID CEILING. L NoT uA _. ~t L **IMPORTANT**FUnnISH A corr of rHls Deslcrv TD THE TNSrnunn oil GDllTRncTDR. ITw BcG. INC. s BE RESPONSIBLE FOR ANY pEViAiIDN FROM THIS DESIGN: ANV FAILURE TO BUILD THE TRUSS IN CDMFORMANCF WITH SES {' 3 A L P I N E . TPI: OR FABRI LA TING. ILA NO L'I NG. SHIPPING. INSTALLING 8 DRACING OF TRUS OM SIONS DF NDS (NATIONAL DESIGN SPEC, BY AFBP A) AND iPl. fIN BCG ~ S DESIGN CONFORMS WI1N APPLICABLE PR ASTM A653 GRADE 40/60 (W. K/H.SS) GALV. $1EEL. APPLY SS K W A ~ -~~ / ) .H/ CONNECTOR PLATES ARE MADE OF 20/10/16GA ( PLATES TO EACH TACE OF 1RU55 AND. UNLESS OTHERW LSE LOC ATEp ON THIS pESIGN. POSITION PER DRAH IN6S 160A-Z. ANNE% A3 OF TPI1 .2002 SEC.3. A SEAL ON IH IS • • I~/ I~'{C BUIIAIf19 riORlpO/1@Ilf3 rilOllp II1C. ANY INSPECTION OF PLATES TOLL DWED BY (i) SHALL DE PER DRAWING INDICATES ACCEPTANCE OF PRDFE SSIONAL ENG[NCERLNG RE SPONSIOILITY SOLELY FOR (LIE TRUSS COMPONENT tHE SUITABILITY ANO IISE OF THIS COMPONENT FOR ANY BU II DING 15 THE RESPONS1fl ILLIT OF THE ONN ' F{8LL1C3 Clty, FL 33H4d !1 A JIlI , DESIGN SII BUILDING DESIGNER PER ANSI/TPI 1 SE L. 2. 120 mph wind, 18.62 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, GAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~20 8 1 R=124 U=133 3 4 3 1776 R=95 OTY:1 FL -/3/- J-jR TC LL 20.0 PSF TC DL 7.0 PSF ~': BC DL 10.0 PSF • BC LL 10.0 PSF ' TOT.LD. 47.0 PSF s DUR.FAC. 1.25 6 " SPACING 24.0 Scale =.5"/Ft. REF R151-- 32737 DATE 06/16/08 DRW NCUSR151 08168020 HC-ENG SSB/AP SEQN 1191 FROM Ron JREF- 1TIE151_ZO1 ~ ~~ -~. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRUSS MFR. ~SpB 005 371-373 4th St Atlantic 6ch, FL J8 8' EJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 94 0.00 7.86 120 mph wind, 19.43 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 12181 R=106 U=106 4 4 3 ~17 7 6 R=145 U=61 1 . JA'F HI -2 0 0-~E1-4-0~ 8-0-0 Over 3 Supports R=638 U=231 W=3.5" Crit: TPI-2002(STD)(FBC i D gn es C RT=1.00(1.25)/10(0) 7.35. 0316.1 PLT TYP. Wave **NARNING** TRUSSES RFOUIRE k%tREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND 4RACING. ~ I REFER TO BCSI (BUILDING COMPONENT SAFE iY INFORMATION). PUBLISHED BV TPI (TRUSS PLATE [NSTI TUTE. 218 ~ . , ALEXANOP.IA. VA. 22314) AND WICA (WOOD TRUSS COUNCIL OF AMERICA, G300 SUITE 312 NORTH LEE SiREEt ~.~ , , ENIEPPRlSE LANE. MADISON. WI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIE SE FUNCTIONS. UNLESS S AND BOTTOM CHORD SHnLL HAVE I . OTHERWISE INDICATED tOP LHORD SHALL HAVE PROPERLY ATTACHED STRUCTUR AI. PA Nf A PROPE RI.Y ATTACHED RIGID CEILING. *'IMPORTANT**F URNISH A COPY OF THIS DCSI GN TO THE INSLALEATION CONTRACTOR. ItH BCG, INC. SHALL NU E TRUSS IN COMFORMANCE NITH ~ BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN: ANY FAILURE i0 BUILp TH A L P I N E TPI; OR FABR TCATING. HANDLING. SHIPPING. INSTAI.LTNG & BRACING DF TRUSSES. ONS OF NDS (NATIONAL DESIGN SPEC, BY AF 6P A) AND TPI. ITW BCG T S DESIGN CONFORMS WITH APPLICABLE PROVISI CONNECTOR PLATES ARE MADE OF 20/IB/16GA (H,II/SS/K) ASTN A653 GRADE 40/60 (W. k/N,55) GA LV. STEEL. APPLY I( ~7 PLATES TO EACH FACE OF TRUSS AND, IINLE SS UTHERWISE LOCATED ON THIS DESIGN. POStilON PER DRAWINGS ]fipA-Z. A SEAL ON TUTS 3 S C . I.~ . lTWBuildingComponentsGro Haines City, FL 33844 FL A tt0 278 . . E ANV INSPECTION OF PLATES FOLLOWED BV (5) SHALL BE PER ANNF% A3 OF TPI1-2002 uplnc. DRAWING iNpICATES ACCEPTANCE OF PROF[SSIDNAL ENGINEERING RESPONSIBILITY SOLELY FOR 111E iRDSS COMPONENL DESIGN SHORN. THE SUITABILITY nND USE OF fHtS COMPONENT FOR ANV BU II DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2~ ~ (~~ V QTY:1 FL -/3/-/ /R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF ~ TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" ;, ... Scale =.5"/Ft. REF R 151 32738 DATE 06/16/08 DRW HCUSR151 08168021 HC-ENG SSBfAP SEON- 1208 FROM. Ron JREF- 1TIE151_ZO1 '~ -~_: THIS DWG PREPARED FROM COMPUTER INPUT (EOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ~Sp8-005 371-373 4th St Atlantic Bch, FL J9 3'6"8 HJ) Top chord 2x4 SP ~{2 N Bot chord 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) BC 58 0.15 4.95 Deflection meets L/480 live and L/360 total load. Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long-term deflection. 0 4 3 ~- -2-9-15 ~- 4-11-6 Over 3 Supports R=352 U=229 W=4.2" R-59 U=49 R=41 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35 .0316 .18 **WARNING** TRLIS SES REOU[RE E%TREME CARE TN FABRICATION, HANDLING, SHIPPING, INSTAI LING AND BRnCING. REFER i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLI SIZED BY TPI (TRUSS PLATE INSIIIUTE, 218 ` NORTH LEE STREET, SUITE 312. ALEkA NDRIA. VA, 22314) AND NTCA (HOOD TP.U SS C.OIINCIL OT AMERICA. 6300 ~ • ENIERPRI Sf LANE, MADISON. N! 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCilONS. UNLESS `~ OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPF NI.V ATTACHED StRUCTURAI PANELS ANp BOTTOM CHORD SHALL IIA VE A PROPERLY ATTACHED RIGID CEILING. • t **IMPORTANT**F URNISH A COPY OF INIS DESIGN TO THC INSTALLA FI ON CONTRACTOR. IIW BCf,, INC. SHnLL NOT ~ ~~ Na A L P I N E BE RESPONSIBLE FOR ANY pF.VIA TION FROM THIS DESIGN; ANV FAILURE i0 BUILD iHf tRVSS IN COME ORMANCE KITH TPI: OR FABRI f.ATING. HANDLING. SHIPPING. [NSTAII ING R BRACING OF TRIISSF S_ ,y ; 7~ ~ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NpS (NATIONAL DESIGN SPEC. BY AF BPA) AND IP[. ITN 8CG ~i • f 0 ITWBU/I(I/IIIJ OIIIp0I12Il ISG C /PIIIC. CONNECTOR PLATES ARE MADE OF 20/18/16GA (W ,11/SS/K) AS FM A653 GRADE d0/60 (W. K/H,SS) GnLV. SiEFL. APPLY PLATES f0 EACH FAfE OF TRU55 AND. IIN LESS OTHERWISC LOCATED ON THIS UES IGN, POSITION PFR pRAVII NGS t60n ~Z. ANV 1NSPECIION OF PLATES FOLLOWED BY (i) 511ALL BE PEN ANNF% A3 OF iPll-2002 SEC.3. A SE At ON THIS DRAMNG INDIfniES ACCFPIANCE OF PR OFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT A ~• ~/ - TI ~••• LI A A l ~ S Haines CE FL 33844 `)+ O FL na ttn 278 DESIGN SHOWN. THE SUIiAB IL1 TY ANp USE OF THIS COMPONENT FOR ANY BUILDING IS FIIE RESPONCIBILI TV OF TIIE BUII DING DESIf. NER PER ANSI /iPi 1 SEC 2 120 mph wind, 18.32 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(r/ )=.0.18 Wind reactions based on MWFRS pressures. Hipjack supports 3 6 0 setback jacks with no webs. 1950 2 1 2 ~17 7 6 OTY:1 FL/-/3/-/ /R/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" -~ ; -~; Scale =.5"/Ft. REF 8151-- 32739 DATE 06/16/08 DRW HCUSR151 08168022 HC-ENG SSB/AP SEON- 1324 FROM Ron JREF- 1TIE151_ZOl -~: , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS] SUBMITTED BY TRUSS MFR. ~5p8 005 371-373 4th St Atlantic Bch, FL J10 3'8" HJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END(FT) BC 60 0.15 5.12 Deflection meets L/480 live and L/360 total load. Top chord overhangs have been checked only far loads as indicates. Overhangs not checked for man loads or long-term deflection. 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 3 7 8 setback jacks with no webs. 1.5X4111 ~_ 0 4 3 ~- ~--2 - 9 15 --5-1-8 Over 3 Supports R=362 U=200 W-4.2" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316 ~•WARNING•* TRUSSES RFOLII RE E%TREME CARE IN FABRICA LION. HANDLING. SNIPPING. INSTALLING ANp BRACING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PURLISHED BY TPI (TRUSS PLAiC INSTITUTE. 210 NORTH LEE SLREEI, SUITE 312. ALE%ANDRiA. VA, 22}14) AND W1CP <W 000 TRUSS COUNCIL OF AMERICA, 6300 ENT CRPRISE LANE. MADISON. WI 53119) FOR SAFETY PRACTICES PRIOR TU PERFORMING T11E SE FUNCTIONS. UNLESS OTHERWISE INp[CAtED i0P CHORD SHALL HAVE PROPERLY ATTACHED 51RUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` ~:~ "'IMP~RTANT~~FURNISH A COPY OF TH15 UE SIGN TO THE INSSALLATION CONTRnCTOR. IfVI BCG, INC. SIIALL NOT A L P I N E BE RESPONSIBLE FOR ANY pEVIATIUN FROM THIS DESIGN: ANY FAILURE t0 BUILD THE TRUSS IN COMFORMANCF WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING d BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BV AF EPA) AND TPI. ITN BCG CONNECTOR PLA IES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W, K/H.SS) GALV. STEEL. PPPLY PLATES TO EACH GaCE OE iRU SS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PLR DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SMALL BE PER ANNEX A3 Of TPI1-2002 SEL.3. A SEAL ON THIS ITW Building Components Group Inc. DRAWING INDICATES ACCEPTANCE OF PROFF SSIONnL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT HeIQBS CI FL 33844 DESIGN SHOWN. THE SUtiAB ILITY AND USE OF TH{S COMPONENT FOR AIIY BUILDS HG IS THE RESPONS LB CLAY OF THE ty, BUILDING DESIGNER PER ANSI/iP[ 1 SE f.. 2. FL nA ~0 278 - R=50 Rw=54 R=64 U=70 OF ~9 11 14 2-1-14 ~8 1 8 TY:1 FL/-/3/-/-/R/- yE LL 20.0 PSF TC DL 7.0 PSF $C DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" ... - Scale =.5"/Ft. REF 8151-- 32740 DATE 06/16/08 DRW HCUSR151 08168023 HC-ENG SSB/AP SEON- 1327 FROM Ron JREF- 1TIE151_ZO1 ~~ ~~ (SP8 005 371-373 4th St Atlantic Bch, FL J11 7' HJ) Top chord 2x4 SP #2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 116 0.15 9.84 Deflection meets L/480 live and L/360 total load. Top chord overhangs have been checked only for loads as indicates. Overhangs not checked for man loads or long-term deflection. _~ 0 4 3 ~- ~2-9 15 ~ 9-10-1 Over 3 Supports R=577 U=313 W=4.2" Design Crit: TPI 2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0316.18 QTY:1 **WARNIN6** TRUSSES REOU IRE E%TREME f,ARE IN FABRICATION, HANDLING. SHIPPING. INSTALL INf, ANp BRACING. REFER TO BCSI (BU[lD]NG COMPONENT SAFETY INFORMATION), PVBL[SHED BY TPI (TRUSS PLATE INSTITUTE, 218 y AO r NORTH LEE STREET, SUITE 312. ALE%ANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 • CC y ` ENTERPRISE TA NE. MADISON. WI 53]19) FDR SAFETY PRACTICES PRIOR TD PERFORMING THESE FUNCTIONS. UNLESS ~ G • •• OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED BTRUCTUR AI. PANELS AND flOTiOM CHORD SHALT. HAVE ••• \ ` ~~~ A Pft OPER LY AT TnCHED RIGID CEILING. •• **IMPORTANT**F URN[SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. [TW BCG. INf,. SHALL NOi ~~ ' A L P I N E BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA[LVRE TO BUILD THE TRUSS IN f,OMFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRVSSES. * : y DESIGN CONFORMS WITH APPLICABLE PROYI SIGNS OF NDS (NATIONAL DESIGN SPEC. BV AFhPn) ANp TPI. ITN BCG • )f CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE d0/60 (W. K/H.SSJ GALV. STEEL. APPLY ~ • - TAT F 's ITWBuildingComponentsGrouplnc. Haines City, FL 33844 FL COA ti0 278 PLATES TO EACH FgCE OF TP.USS AND. UNLESS OTHERWISE LOCATED ON 11115 DESIGN. POSITION PER DRAWINGS 16OA-Z. ANY INSPE ft ION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNf% A3 OF TP11~2002 SEC.3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITnO1L1TY nND USE OF THIS COMPONENT FOR ANY NVII DING IS THE RFSVONSIBILIIY OF THE BUILDING DESIGNER PER ANSI/TPI T SFC 2. O ~ _ f ••;c~~Ry~P' • ~ ` ~Na~ • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 6 11 8 setback jacks with no webs. 2119 R-227 U=199 3 9 14 ~17 7 6 R=473 U=85 FL/-/3/ /-/R/ TC LL 20.D PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" - -~ . Scale =.5"/Ft. REF R151-- 32741 DATE 06/16/08 DR W HCUSR151 08168005 HC-E NG SSB/AP SEQN - 1330 FROM Ron JREF- 1TIE151_ZOl ~ ~... . -~ THIS DY1G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ISpB 005 371-373 4th St Atlantic Bch, Fl J12 8' NJ) Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #2 N Wind reactions based on MWFRS pressures. Deflection meets L/480 live and LJ360 total load. SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 0 PLF at -2.93 to 96 PLF at 0.00 TC From 89 PLF at 0.00 to 127 PLF at 1.83 TC From 10 PLF at 1.83 to 119 PLF at 9.90 TC From 67 PLF at 9.90 to 76 PLF at 11.25 BC From 7 PLF at 0.00 to 10 PLF at 1.83 BC From 7 BC From 138 TC 184 LB C 120 mph wind, 19.43 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )°0.18 Right end vertical not exposed to wind pressure. Roof overhang supports 2.00 psf soffit load. In lieu of rigid ceiling use purlins to brace BC @ 120" OC. (1) 2x4X8 6 0 SP ~1 Dense Top chord scab centered 1 2 2 from left end. Attach to one face of chord with (2) rows of 0.131"x3"_Gun_nails @ 6" O.C., staggered 3". 1.5X4 III 4 3 14 0 4 3 -~ --2-9-15 ~~E 1-9-14-~ 11-3-0 Over 2 Supports R-1132 U=986 W=4.95" PLT TYP. Wave ALPINE ITW Building Components Group Inc. Haines City, FL 33844 FL COA #0 278 ..,.-~ - Design Crit: TPI 2002(STD)/FBC Cq/RT=1.00 1.25)/10(0) 7.35 .031 6.18 •`WARNING" TRUSSES REQUIRE E%TREME CARE IN FABRICATION, HANDLING. SHIPPLNG. INSTAL6ING AND BRACING. REFER TO BCSI (BUILDING COMPONENT SAFE FY INFORMPTfONy. PUBL15NEp BY 7PI (TRUSS PLATE INSTITUTE, 218 S NORTH LEE STREET. SURE 312. ALEXANDRIA, VA. 2231d) ANp WTCA (N 000 ift USS COUNCIL OF AMERICP, 6300 •• ENTERPRISE LANE. MAGI SON, NI 53]19) FOR SAFELY PRACTICES PRIOR TO PCRFORMIN6 THESE FUNC7LON5. UNLESS • \ • ~ OTHERWISE INDICATEp TOP CHORp SHALL HAVE PROPFR LV ATTACHEp STRUC 7U RAL PANELS ANp BOTTOM CHORU SHALL NAVE A PROPERLY ATTACHCD RIGIp CEILING. *~IMPORTANT*"FURNiSN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. lTW BCC. [NC. SHALL IIOi BE ftE SPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIiM TPI: OR FABRICATING. ILA NDLI NG. SHIPPING. INSTALL LNG 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NpS (NATIONAL pE51GN SPEC. BV AFRPA) AND TPI. ITN RCG • ~ S 1 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S8/K)'-a SiM A651 GRapE 40/60 (W. K/H,SS) GALV. STEEL. APPLY /Q ~ 1 PLATES TO EACH FACC OF TRUSS ANU, UNLESS OIHERNI SE LpCA FED ON THIS DESIGN, POSITION PFR ORAVII NGS 160A-2. A SEAL ON THIS 3 A3 OF TPI1.2002 SEC P NN ~ ~ w • . . F% ER A ANY INSPECT30N OF PLATES FOLLOWED BY (i) SHALL OE O RAW[NG INDICA TFS ACCEP(A NCE OF PROF FSSIONAL ENGINEERING RE SPONSIB It.I TV SOLELY FOR 1HE TRUSS COMPONE Ni •• w • ~ ~ pESiGN SHOWN. 1HE SUIT AB ILtTV AND USE DF THIS COMPONE NI FOR ANY BUfLDING tS THE Rf SPONSi84LIiY OF THE {~ ( v BUILDfNG Of S[G NER PFR ANSI/TPI 1 SEC. 2- R=582 U=505 ~17 7 6 OTY:1 FL/- 3/ /R - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 10.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.25 SPACING 24.0" ~. , ~,.. . Scale =.5"/Ft. REF R151-- 32742 DATE 06/16/08 DRW HCUSR151 08168031 HC-ENG SSB/AP SEAN- 1333 FROM Ron JREF- 1TIE151_ZOl -~ ~',' rr~~~~;~ City of Atlantic Beach "~ Building Department `~ 800 Seminole Road _ s~ Atlantic Beach, Florida 32233-5445 ~ yr Phone (904) 247-5826 Fax (904) 247-5845 ~~'"!,;31>~ E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) ~~~ ~~ Date routed: ~ ~ J APPLICATI®N REVIEW AND TRACKING FORM De artment review required Yes No Building Planning & Zoning Public Works Public Utilities . > .. : ......:.. . :..: , .,:::.;:. f , Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS A'~D ti ~ ~~' Reviewing Department First Review: ^Approved. enied. ; G r ~ (Circle one.) Comments: ~n S S~{ I'Y~ y v ~ v.~ o BUILDING , Q ~~ PLANNING & ZONING ~ O t D ~"~~~~ PUBLIC WORKS Reviewed by: e: a PUBLIC UTILITIES Second Review: Approved as revised. ^Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: 1 0 R ~ Third Review: ^Approved as revised. ^Denied. omments: 0 Reviewed by: Date: FORM 600A-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Hunt deNazarie II ~ ~T Builder: Winward Const Address: Permitting Office: City, State: Atlantic Beach, FI Permit Number: Owner: deNazarie Remodel Jurisdiction Number: Climate Zone: North ~ __.~ 1. New construction or existing New _ 2. Single family ormulti-family Single family _ 3. Number of units, ifmulti-family 1 _ 4. Number of Bedrooms 4 _ S. Is this a worst case? No _ 6. Conditioned floor area (ft2) 2404 ft' _ 7. Glass type] and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a. (Dble, U=0.7) 185.0 ft2 _ b. SHGC: (or Clear or Tint DEFAULT) 76. (Clear) 325.0 ft2 _ 8. Floor types a. Raised Wood, Adjacent R=13.0, 1202.Oft= J b. Slab-On-Grade Edge Insulation R~.O, 141.0(p) ft c. N/A 9. Wall types a. Frame, Wood, Adjacent R=12.8, 1152.0 ftz _, b. Frame, Wood, Exterior R=S.O, ] 145.0 ftz c. N/A d. N/A _. e. N/A 10. Ceiling types _ a. Under Attic R=30.0, 1202.0 ft' b. N/A _. c. N/A 11. Ducts a. Sup: Con. Ret: Con. AH: Interior Sup. R=6.Q 125.0 ft b. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 125.0 ft _ 12. Cooling systems a. Central Unit b. Central Unit c. NIA 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multi2.one cooling, MZ-H-Multizone heating) Cap: 22.0 kBtulhr ^ SEER: 13.00 _ Cap:22.01cBtu/hr SEER: 13.00 Cap: 22.0 kBtu/hr _ H5PF:7.70 _ Cap: 22.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.92 _ Cap: 50.0 gallons _ EF: 0.92 MZ-C, PT, CF, MZ- _ Glass/Floor Area: 0.14 Total as-built points: 30825 PASS ~ Total base points: 31010 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ,~[ un- G DATE: Icy ~- ©~ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: ,~LD~o .~~~ 1 Predominant glass type. For actual glass type and areas, see Summer d~ Winter Glass output rr'~`-'~''~'"'~~""~~; _ ~;--. EnergyGauge® (Version: FLRCPB v4.5. ~~ 1LE COPY ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED C:NERGY PFRFnRMANCE SCURE* = 85.2 The higher the score, the more efficient the home. deNazarie Remodel, ,Atlantic Beach, FI, 1. Ncw construction or existing Nc~c _ 2. Single family or multi-family Single family _ 3. Number of units, ifmulti-family I _ 4. Number of Bedrooms 4 _ S. Is this a worst case? Na _ 6. Conditioned floor area (ft=) 2404 ft' _ 7. Glass typal and area: (Label's by 13-104.4.5 ifnot default) a. U-factor: Descriptiott Area (or Single or Double DEFAULT) 7a. (Dble, U~.7) 185.0 ft= b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 323.0 ft2 _ 8. Floor types a. Raised Woad, Adjacent R=13.0,1202.Oft' _ b. Slab-On-Grade Edge Insulation R~.0,147.0(p) ft _ c. N/A _ 9. Wall types a. Frame, Wood, Adjacent R=12.8, 1152.0 ft= _ b. Frame, Wood, Exterior R=S.0> 1145.0 ft~ _ c. N/A d. N/A _ e. NIA 10. Ceiling types a. Under Attic R=30.0,1202.0 ftz _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Con. Ret: Con. AH: Interior Sup. R=6.0, 123.0 ft , b. Sup: Une. Ret: Con. AH: Interior Sup. R~.O, 125.0 ft i 12. Cootii~ systems a. Central Unii b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. NIA 14. Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 13. HVAC credits (CF-Ceiling fan, CV-Cross ventilation, HF-Whole house fan, PT-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Odterwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: D~e~ Address of New Home: City/FL Zip: Caix ?20 k13~u11ie SEER: 13.00 _ Cap:22.0IcBtu/hr _ 5EER: 13.00 Cap:22.01cBtu/hr _ HSPF:7.70 _ Cap: 22.0 kBtu/hr , I-LSPF: 7.70 Cap: 50.0 gallons _ EF: 0.92 _ Cap: 50.0 gallons _ EF: 0.92 MZ-C, PT, CF, MZ- 'zNOTL.• The bane's estimated energy performance scare is only available through the FLrf/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar"Ndesignation), ~~nur hnme mcry yrrulify, for energy e~ciency mortxage (EEtI~ incentives ifyou obtain a Florida Energy Gauge Rating. Cantaet the Ertergy Gauge llotline at 321/638-1492 or see the Energy Gauge web site at www.fsee.uefedu for 71?frJYmCItJa1 Artd Q list of CeYtlfied Raters. F!)r 111f!)rTiTlJtlOn C7/JOttt Florrda~s Ener~~ ~~Clet?C)~ COCie FOr 131f1/dlJ1~, Construction, contact the f3epcirtmcnt of C'ot~rntattitl~ :Iffirirs at 850,%48'-182=1. 1 Predominant glass type. For actual glass type and areas, see Summer 8c Winter Glass ut on 2&4. EnergyGauge® (Verston: FCP1v4.5.2) FORM 600A-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: ,Atlantic Beach, Fi, PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM =Points Overhang Floor Area TypeiSC Ornt Len Hgt Area X SPM X SOF =Points .18 2404.0 18.69 6044.0 1.Double,U=0.73,CIear N 8.0 8.0 8.0 19.85 0.71 112.0 2.Singb,U~1.21,Clear N 8.0 9.0 60.0 21.85 0.73 954.0 3.Double,U=0.73,Cbar E 1.0 8,0 22.0 42.64 0.99 929.0 4.Doubb,U~.73,Cfear S 6.0 8.0 36.0 36.45 0.57 741.0 S.Doubb,U=0.73,Cbar W 1.0 8.0 28.0 39.12 0.99 1088.0 6,Double,U~.73,Clear N 1.0 8.0 8A 19.85 0,99 157.0 7.Single,U=1.21,CIear N 1.0 9.0 80.0 21.85 0.99 1738.0 B.Doubie,U~.73,Clear E 1.0 8.0 28.0 42.64 0.99 1183.0 9.Ooubie,U~0.73,Clear S 1.0 8.0 27.0 36.45 0.98 988.0 10.f3ouble,Uy0.73,Clear W 1.0 8.0 28.0 39.12 0.99 1088.0 Aa-Built Total: 325.0 8952.0 WALL TYPES Area X BSPM =Points Type R-Value Area X SPM = Points Adjacent 1152.0 0.70 806.4 1. Frame, Wood, Adjacent 12.8 1152.0 0.61 702.7 Exterior 1145.0 1.70 1946.5 2. Frame, Wood, Exterior 5.0 1145.0 3.07 3518.8 Base Total: 2297.0 27f52.9 As-Built Total: 2297.0 a219.5 DOOR TYPES Area X BSPM =Points Type Area X SPM = Points Adjacent 0,0 0.00 0.0 1.f3xterior Wood 24.0 6.10 146.4 Exterior 24.0 6.10 148.4 Base Total: 24.0 148.4 As-Built Total: 24.0 148.4 CEILING TYPES Area X BSPM =Points Type R-Value Area XSPM X SCM = Paints Under Attic 1202.0 1.73 2079.5 1. Under Attic 30.0 1202.0 1. 73 X 1.00 2079.5 Base Total: 1202.0 2079.5 As-Built Total: 1202.0 2079.8 FLOOR TYPES Area X BSPM =Points Type R-Value Area X SPM = Points S4ab 147.0(p} -37.0 -5439.0 1. Raised Wood, Adjacent 13.0 1202.0 0.63 751.3 Raised 1202.0 -3.99 -4798.0 2. Stab-On-Grade Edge Insulation 0.0 147.0(p -41.20 -6056.4 Bast Total: -10236.0 As-Buflt Total: 1349.0 -5305.1 INFILTRATION Area X BSPM =Points Area X SPM = Points 2404.0 10.21 24544.8 2404.0 10.21 24544.8 EnergyGauge® DCA Form 800A-2004R EnergyGauge~/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: ,Atlantic Beach, Fi, PERMIT #: ~ BASE AS-BUILT Summer Base Points: 27332.6 Summer As-Built Points: 34637.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multlp!!e~ Paints Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (aye 1: Central Unit 22000btuh ,SEER/EFF(13.0) Ducts:Con(S),Con(R),Int(AH),R6.0(INS) 34637 0.50 (1.00 x 1.147 x 0.91) 0.260 0.857 4029.6 (ay8 2: Cemrai Urdt 23000bttrtt ,SEER/EFF(13.0) Ducts:Uric(S),Con(R),int(AH),R8.0(INS) 34637 0.50 (1.08 x 1.147 x 0.91) 0.260 0.857 4358.0 27332.6 0.3250 8883.1 34637.1 1.00 1,086 0.260 0.857 8385.6 EnergyGaugeTM DCA Form 600A-2004R EnergyGauga®VFIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: ,Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM =Points Overhang Floor Area TypeiSC Omt Len Hgt Area XWPM X WOF =Point .18 2404.0 20.17 8728.0 1.Double,U=0.73,CIear N 8.0 8.0 8.0 20.70 1.02 168.0 2.Single,U=1.21,CIear N 8.0 9.0 60.0 31.54 1.02 1924.0 3.Double,U=0.73,CIear E 1.0 8.0 22.0 14.99 1.01 332.0 4.Doubb,U=0.73,CIear S 6.0 8.0 36.0 9.51 2.27 775.0 5.Double,U=0.73,CIear W 1.0 8.0 28.0 16.87 1.00 473.0 6.Doub~,U=0,73,CIsar N 1.0 8.0 8.0 20.70 1.00 165.0 7.Single,U=1.21,CIear N 1.0 9.0 80.0 31.54 1.00 2522.0 B.Double,U=0.73,CIear E 1.0 8.0 28.0 14.99 1.01 423.0 9.Double,U=0.73,CIear S 1.0 8.0 27.0 9.51 1.00 255.0 10.Double,U=0.73,CIear W 1.0 8.0 28.0 16.87 1.00 473.0 As-BuOt Total: 325.0 7510.0 WALL TYPES Area XBWPM = Points Type R-Value Area X WPM = Points Adjacent 1152.0 3.60 4147.2 1. Frame, Wood, Adjacent 12.8 1152.0 3.33 3836.2 Exterior 1145.0 3.70 4236.5 2. Frame, Wood, Exterior 5.0 1145.0 6.31 7229.9 Base Total: 2297.0 8383.7 As-Built Total: 2297.0 11068.0 DOOR TYPES Area XBWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 24.0 12.30 295.2 Exterior 24.0 12.30 295.2 Base Total: 24.0 298.2 As-Built Total: 24.0 295.2 CEILING TYPES Area XBWPM = Points Type R Value Area XWPM X WCM = Points Under Attic 1202.0 2.05 2484.1 1. Under Attic 30.0 1202.0 2.05 X 1.00 2464.1 Base Total: 1202.0 2484.1 As-Built Total: 1202.0 2464.1 FLOOR TYPES Area XBWPM = Points Type R-Value Area X WPM = Points Slab 147.0(p) 8.9 1308.3 1. Raised Wood, Adjacent 13.0 1202.0 3.25 3906.5 Raised 1202.0 0.96 1153.9 2. S{ab-On-Grade Edge Insulation 0.0 147.0(p 18.80 2763.6 Base Total: 2462.2 As-Built Tool: 1349.0 8670.1 INFILTRATION Area XBWPM = Points Area X WPM = Points 2404.0 -0.59 -1418.4 2404.0 -0.59 -1418.4 EnergyGauge® DCA Form 600A-2004R EnergyGauge®/FIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A -Details ~ ADDRESS: ,Atlantic Beach, FI, PERMIT #: ~ BASE AS-BUILT Winter Base Points: 20914.9 Winter As-Built Points: 26587.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System -Points) (DM x DSM x AHU) (Sys 1: Electric Heat Pump 22000 btuh ,EFF(7.7) Ducts:Con(S),Con(R),Int(AH),R6.0 26587.1 0.500 (1.000 x 1.169 x 0.93) 0.443 0.902 5776.3 (ays 2: Electric Heat Pump 22000 btuh ,EFF(7.7) Ducts:Unc(S),Con(R),Int(AH),R6.0 26567.1 0.500 (1.060 x 1.169 x 0.93) 0.443 0.902 6122.9 20914.9 0.5540 11586.8 26587.1 1.00 1.120 0.443 0.902 11899.1 EnergyGaugeTM DCA Form 600A-2004R EnergyGauge®lFIaRES'2004R FLRCPB v4.5.2 FORM 600A-2004R EnergyGauge® 4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A -Details ADDRESS: ,Atlantic Beach, FI, PERMIT #: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit =Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2635.00 10540.0 50.0 0.92 4 0.50 2635.00 1.00 5270.0 50.0 0.92 4 0.50 2635.00 1.00 5270.0 As-Built Total: 10b40.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Points Points Hot Water Points = Totai Points Cooling + Heating + Hot Water = Total Points Points Points Points 8883 11587 10540 31010 8386 11899 10540 30825 PASS EnergyGaugeTM DCA Form 600A-2004R EnerpyGauge®/FIaRES'2004R FLRCPB v4.5.2 . FORM 600A-2004R EnergyGauge® 4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A -Details ~ ADDRESS: ,Atlantic Beach, Fl, PERMfT #: ~ 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE ECK C _ Exterior Windows & Doors _ 606.1.ABC.1.1 __ Maximum:.3 cfm/s~c .it_window area; .5 cfm/sg.ft. door area. H ___ f_ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation 8 wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; beiween walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends - _ _____,__ from~and is sealed to, the foundation to the top plate. ___ i_ _ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed _ ~_ _ _ _ to the perimete~netrations and seams. __ Ceilings 606.1.ABC.1.2.3 Between walls 8~ ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is _~_ ~ ~_ ___~__ _ installed that,is sealed at th~rimeter, at penetrations and seams. ___ _~ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from -_-- --- - _T_ conditioned~a~tested. _ - ___-_- _---- Multi^story Houses ___~_ 606.1.ABC.1.2.5 Air bamer on~e~imeter of floor cavity between floors. _ ~-_ Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK _ __ Water Heaters ~ __ 612.1 `~ _ Comply wkh efficiency requirements in Table 612.1.ABC.3.2. Switch or cleariy marked cir breaker (electri~or cutoff (gas) must tie provided. External or built-in heat tra wired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa 8 pool heaters must have a minimum thermal _._- _~ _-_ efficiency of 78%. __ _ _ ___ _ ------~ _.`~_ Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons r minute at 80 PSIG. _ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls __ _____. 607.1 ,____ Se _arate readily accessible manual or automatic thermostat for each system. __ _ Insulation 604.1, 602.1 Ceilings-Mln. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM' DCA Fonn 600A-2004R EnergyGauge®/FIeRES'2004R FLRCPB v4.5.2 Pro ect Summa Job: -~ wrightsoft` Enfare House ry Date: s-os-os ray: Ray Lake Wilson Heating ~ Air Conditioning Inc. Pro'ect Information For: deNazarie Remodel Notes: deNazarie Remodel RTN ~- • • • Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 68 °F Design TD 29 °F Heating Summary Structure 32450 Btuh Ducts 1623 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 34073 Btuh Infiltration Outside db 95 °F Inside db 75 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 53 grllb Sensible Cooling Equipment Load Sizing Structure 30058 Btuh Ducts 3006 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 1.00 Equipment sensible load 33064 Btuh Method Simplified Construction quality Average Fireplaces 1 (Average) Area (ft2) Volume (ft3) Air chapges/hour Equiv. AVF (cfm) Heating EI We 2404 21636 0.90 325 ~uipment Sul Coo214 _ g 216036 0.40 144 mmary Make Trade Model LAMA ID Efficiency Heating input Heating output Temperature nse Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 1582 cfm 0.046 cfm/Btuh 0.00 in H2O Latent Cooling Equipment Load Sizing Structure 6598 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6598 Btuh Equipment total load 39662 Btuh Req. total capacity at 0.70 SHR 3.9 ton Cooling Equipment Summary Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 EER 0 Btuh 0 Btuh 0 Btuh 1582 cfm 0.048 cfm/Btuh 0.00 in H2O 0.83 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. %'~ -~ wrlphtsoR~ Right-SuiteTM Universal 7,0.14 RSU02957 2008-Sep-08 77:51:53 /0.,C.P. C:\Users\Ray Lake\D°CUments\WrigMsolt HVAC\HuM tleNazarie Il.tup Cak: = MJ7 Orientation = S Page 1 ....~...:~+,,,~.......~,~„ xe....,. r.rro .. f IL E COPY .a: -~ wrt~htsoft' Right-,J®Worksheet Entire House Wilson Heating 8~ Air Conditioning Inc. Job: Date: 9-08-08 By: Ray Lake MANUAL J: 7th Ed. 1 Name of room Entire Nouse 1st floor 2nd floor 2 Length d` exposed wall 294.0 ft 147.0 ft 147.0 ft 3 Room dimensions 1202 x 1.0 ft 1202 x 1.0 ft 4 Ceilings Conc~t. Option 9.0 ft d 9.0 ft heaUcod 9.0 ft heatlcod TYPE OF CST HTM Area Load (Btuh) An3a Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft~ Htg Clg (ft~ Htg Clg (ft~ Htg Clg Htg Clg 5 Gross a 1460 4.2 2.9 1323 '"" '**' 1323 *'*' '*:' 0 "** "** "*« **" Exposed b 13D1 1.8 1.4 1323 ««.. ...« 0 «««. ««.. 1323 «««, ,««. ,««« ««.. walls and C 0.0 0.0 0 •««. «..= 0 ««.. ,««: 0 ,««« ,««« „«« ««,. partitions d 0.0 0.0 0 « 0 ,,,, 0 e 0.0 0.0 0 « ,. .. « 0 ..,« *"` 0 «« . «..« «««« .««« 6 WirxJoav5 and a 3C0 21.0 '* 94 1976 **" 94 1976 "** 0 0 «*** *"' glass doors b 8C0 0.0 *' 0 0 „«« 0 0 ««., 0 0 «,:: «««. '* Heating c 9C0 35.1 '« 60 2105 "'* 60 2105 «*" 0 0 '*** «' d 3C0 16.7 *' 91 1517 *"' 0 0 ':** 9i 1517 ««*« *«.' e 9C0 27.8 " 80 7126 ••,• 0 0 ««., ~ 2226 ««.. _,«. f OA " 0 0 *"* 0 0 "'* 0 0 '*" "*« 7 Windoavs and Narth 35.5 247 '*** 5540 104 «*" 2872 97 *'*' 2668 *"' gk'iss doors NE/NW 0.0 0 "'~ 0 0 *«*' 0 0 '**' 0 ***' Coding E/W 71.4 106 ««« 7565 50 ««.. 3600 r~ «:*, 3965 ««„ SE/SW 0.0 0 «««« 0 0 •••« 0 0 •,:« 0 ...« South 0.0 -28 «•,• 646 0 *«" 0 18 +~«: 646 ,«„ 8 Other doss a 10F0 9.3 8.8 24 223 212 24 223 212 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 1480 4.2 2.9 1145 4782 3347 1145 4782 3347 0 0 0 exposed b 13D1 1.8 1.4 1152 2120 1567 0 0 0 1152 2120 1567 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 partlticns d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G0 1.0 1.6 2404 2301 3808 1202 1150 1904 1202 1150 1904 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 1960 1.2 0.0 1202 1394 0 0 0 0 1202 1394 0 (Note: room b 22A0 23.5 0.0 147 3453 0 147 3453 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.7 9.1 349 10353 3173 178 5280 1618 171 5073 1555 Ventilation 0 0 0 0 0 0 13 Subtotal loss=6+8..+11+12 "«« 32450 „«, ,««, 18970 «,,. «..« 13481 =..« «««« .... Less exterrtd hating •,,« 0 ««.. «««. 0 ««,. «,,, 0 ...« «..« .... Less transfer ••«« 0 ••«. .««« 0 ««.. ««.« 0 .«.« «.«. .... Hevating redistribution ,*+~« 0 ««„ ««„ 0 «,,, ,... 0 ,««« :««« 14 Duct loss 5°/ 1623 ««.. 50/ 948 «..« 50 ~4 ,«., o/ ««.. 15 Total bss = 13+14 ««.* 34073 ,..« «..« 19918 ,::« ••** 14155 •,«« ..«« ..«. 18 Int. gains: People ~ 300 6 ««*, 1800 3 ««., 900 3 ««.. 900 ,.,« Appl. ~ 1200 2 «««. 2400 1 •««• 1200 1 «,,, 1200 ••«• 17 Subtot RSH gar~7+8..+12+16 «.«. .««. 30058 .,,, .,.« 15653 ,««, ««.. 1440, .,«« „«« Less external coding ••** ««*. 0 ,««, ««.. 0 «.«, ,.,« 0 «««. .««, Less transfer ,_,* «:., 0 ,,,, .«., 0 .«.. ...« 0 „«« .««. Coding redistribution .««« «.*« 0 ««.. «,.« 0 .,«« ,«„ 0 ..,, 18 Duct gain 10° "*' 3006 10°1 ***' 1565 10% '««* 1440 o/ +««. 19 Total RSHgain=(17+18)'PLF 1.00 "** 33064 1.00 "'* 17219 1.00 «*" 15645 "'* 20 Air rewired (cfm) 1582 1582 925 824 657 758 Printout certified by ACCA to meet alt requirements of Manua! J 7th Ed. 'C -1'l.F- wrtf~Fvlso}'t- Right-SuiteTM Universal 7.0.14 RSU02957 2068-Sep-OS 17:51:53 /~Z`A C:\Users\Ray Lake\DocumeMs\WngMSOft HVAC1Hunt deNazarie Il.rup Cad = MJ7 Orientation = S Page 1 Window Data Job: -~ wrightsoft~ pace: 9-os-os By: Ray Lake Wilson Heating 8~ Air Conditioning inc. W S O G L S S N 1 S O O W C W S N K R L O T H G N H V V H H N H D Y 1 A W R A L C C R R G T A A W Z E M D Z L O X Y T M R R 1st floor 3C0 n n c n n n 2 90.0 1.0 8.0 4.0 4.0 23.0 8.0 0.0 9C0 n n c n n n 1 90.0 1.0 8.0 2.0 7.0 31.0 60.0 0.0 3C0 n e c n n n 2 90.0 1.0 1.0 4.0 4.0 72.0 22.0 0.0 3C0 n s c n n n 2 90.0 1.0 6.0 3.0 5.0 38.0 36.0 36.0 3C0 n w c n n n 2 90.0 1.0 1.0 4.0 4.0 72.0 28.0 0.0 2nd floor 3C0 n n c n n n 2 90.0 1.0 1.0 4.0 4.0 21.8 8.0 0.0 9C0 n n c n n n 1 90.0 1.0 1.0 2.0 7.0 28.6 80.0 0.0 3C0 n e c n n n 2 90.0 1.0 1.0 4.0 4.0 70.8 28.0 0.0 3C0 n s c n n n 2 90.0 1.0 1.0 4.0 4.0 36.8 27.0 9.5 3C0 n w c n n n 2 90.0 1.0 1.0 4.0 4.0 70.8 28.0 0.0 „~ '~ wrlphtsof't~ Right-Suite"" Universal 7.0.14 RSU02957 2008~Sep-08 17:51:53 /~~ C:1Users\Ray Lake\DocumeMSlWrigMsoft HVAC\Hunt deNazarie Il.tup Calc = MJ7 Orientation = S Page t Calculation Procedures A, B, C, D Date: s-o8-os -~'~ wrightsoft Entire House By: Ray Lake Wilson Heating ~ Air Conditioning Inc. Procedure A -Winter Infiltration HTM Calculatian* 1. Winter infiltration AVF 0.90 ach x 21636 ft' x 0.0167 = 325 cfm 2. Winter infiltration load 1.1 x325 cfm x 29 °F Winter TD = 10353 Btuh 3. Winter infiltration HTM 10353 Btuh / 349 ft2 Total window = 29.7 Btuh/ftZ and door area Procedure B -Summer infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 21636 ft' x 0.0167 = 144 cfm 2. Summer infiltration load 1.1 x 144 cfm x 20 °F Summer TD = 3173 Btuh 3. Summer infiltration HTM 3173 Btuh / 349 ft2 Total window = 9.1 Btuh/ft2 and door area Procedure C -Latent Infiltration Gain 0.68 x53 gr/Ib moist.diff. x 144 cfm = 5218 Btuh Procedure D - Equipment StZing t.oaas 1. Sensible sizing load Sensible ventilation load 1.1 x 0 cfm vent. x 20 °F Summer TD = 0 Btuh Sensible load for structure (Line 19) + 33064 Btuh Vent + structure + other equip loads = 33064 Btuh Rating and temperature swing multiplier x 1.00 Equipment sizing load -sensible = 33064 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 0 cfm vent. x 53 gr/Ib moist.diff. = 0 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 5218 Btuh Equipment sizing load -latent - 6598 Btuh * Construction quality: Average Fireplace construction: Average Number of fireplaces: 1 Printout certified by ACCA to meet all requiremerrts of Manual J 7th Ed. ~C -*- wrfQhtsol'!° Right-SuiteTM Universal 7.0.14 RSU02957 2008-Sep-08 17:51:53 AC,c,P. C:\Users\Ray Lake\Documents\Wrightsoft HVAC\Hunt deNararie Il.rup Calc = MJ7 Orientation = S Page 1 Com onent Constructions Job: -~ wrightsoft• P Date: 8-08-08 Entire House 13y: Ray Lake Wilson Heating ~ Air Conditioning Inc. • - ~ • Fcx: deNazacie Remodel ~• ~ • • • 4ocation: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US Indoor temperature (°F) 68 75 Elevation: 16 ft Design TD (°F) 29 20 Latitude: 30°N Relative humf fty (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 22.9 53.2 Dry bulb (°F) 39 95 Infiltration: Daity range (°F} - 15 (L ) Method Simplified Wet bulb (°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain 1!' BWh~R`--°F ft`-°Ff~h BtuhJftT BWh BWhIfF' Bluh Walls 1460: Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum 1145 0.1A4 5.0 4.18 4782 2.92 3347 board int fnsh Partitions 13D1: Frm wall, stucco ext, 1/2" wood shth, r-11 cav ins, 1!2" gypsum board int trash, 2"x4" wood frm 1152 0.080 12.8 1.84 2120 1.36 1567 Windows 3C0: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 114" gap, 1/8" thk; clear; 8 ft overhang (4 ft window ht, 4 ft sep.) 9C0: 2 glazing, ctr otrtr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1!8" thk; clear; 8 ft overhang (7 ft window ht, 2 ft sep.) 3C0: 2 glazing, clr outr, air gas, mtt no brk frm mat, clr innr, 1/4" gap, 1/8" thk; clear; 1 ft overhang (4 ft window ht, 4 ft sep.) 3C0: 2 glazing, clr outr, air gas, mtf no brk frm mat, clr innr, 114" gap, 1/8" thk; clear; 6 ft overhang (5 ft window ht, 3 ft sep.) 9C0: 2 glazing, ctr otdr, air gas, mti no brk frm mat, clr innr, 114" gap, 1/8" thk; clear; 1 ft overhang (7 ft window ht, 2 R sep.) DOOrS 10F0: Door, wd sc type, mtl strm strm Ceilings 16G0: Attic ceiling, mtl roof mat, r-30 cell ins, 1/2" gypsum board int fnsh n 8 0.725 0.0 21.0 168 23.0 184 n 60 1.210 0.0 35.1 2105 31.0 1860 e 22 0.725 0.0 21.0 463 72.0 1584 w 28 0.725 0.0 21.0 589 72.0 2016 n 8 0.725 0.0 16.7 133 21.8 174 e 28 0.725 0.0 16.7 467 70.8 1982 s 27 0.725 0.0 16.7 450 31.5 852 w 28 0.725 0.0 16.7 467 70.8 1982 all 141 0.725 0.0 18.2 2569 60.9 8591 s 36 0.725 0.0 21.0 757 23.0 828 n 80 1.210 0.0 27.8 2226 28.6 2288 24 0.320 0.0 928 223 8.83 212 2404 0.033 30.0 0.96 2301 1.58 3808 ~= -~' wrlpNtaOTt° Right-Suite" Universal 7.0.14 RSU02957 2008-Sep-0B 17:51:53 ACCh C:W sers\Ray Lake\Documents\Wrightsort HVAC\Hunt deNazarie Il.rup Calc = MJ7 Orientation = S Page 1 Floors 1980: Part floor, file flr fish, r-11 ins, frm flr, 12" thkns, 1/2" gypsum board int fish 22A0: Bg floor, light dry soil 1202 0.080 11.0 1.16 1394 0.00 147 0.810 0.0 23.5 3453 0.00 !!~+~- -~ wrl~hlrsol't- Right-SuiteTM Universal 7.0.14 RSU02957 2008-Sep-0B 17:51:53 AC.I,P~ C:Wsers\Ray Lake\Documents\Wrightsoft HVAC\Hunt deNazarie Il.rup Cetc =MJ7 Orientation = S Page 2 Building Analysis Job: Wrightsoft Byte ay L ke Entire House Wilson Heating Sr. Air Conditioning Inc. Project Information For: deNazarie Remodel ~- • • • • Location: Indoor: Heating Cooling Jacksonville Mayport Naval, FL, US ' Indoor temperature (°F) °F) TD i D 68 29 75 20 f6 ft Elevation: { n es ° ~ Latitude: 30°N Outdoor: Heating Cooling ve humid ity (%) Rela Moisture difference (gr/Ib) 50 22.9 50 53.2 Dry bulb (°F) 39 95 infiltration: Daily ran a °F) - Wet bulb°~ - 15 (L 78 ) Method Construction quality Simplified Average Wind speed mph) 15.0 7.5 Fireplaces 1 (Average) Com Went Btuh/ft2 Btuh % of load Walls 3.0 6901 20.3 Glazing 24.1 7826 23.0 Doors 9.3 223 0.7 Ceilings 1.0 2301 6.8 Floors 1.3 4847 14.2 Infiltration 29.7 10353 30.4 Ducts 1623 4.8 Piping 0 0.0 Humidification 0 0.0 Ventilation 0 0.0 Adjustments 0 Total 34073 100.0 !, Cooling Com Went Btuh/ftz Btuh % of load Walls 2.1 4914 14.9 Glazing 42.3 13751 41.6 Doors 8.8 212 0.6 Ceilings 1.6 3808 11.5 Floors 0.0 0 0.0 Infiltration 9.1 3173 9.6 Ducts 3006 9.1 Ventilation 0 0.0 Internal gains 4200 12.7 Blower 0 0.0 Adjustments 0 Total 33064 100.0 Overall U-value = 0.100 Btuh/ft2-°F Data errtries checked. Glazing ~~ ~- -~i- wrlyhtsot!° Right-SuiteTM Universal 7.0.14 RSU02957 200&Sep-08 17:51:53 ACZ`A C:\Users\Ray Lake\Documents\Wrightsoft HVAC\Hunt deNazerie Il.rup Cak: = MJ7 Orierdation = S Page t r Fill in lat~ n r ~ ~ n *` SEALS ` deNazarie Resd 371-373 4th St Storm-Pruf/Bar-Shel Inc. Middleburg,FL Stormpruf@aol.com Phone: (904) 838-7754 Fax: (904) 282-8735 JOb #: SP8-OOSF File #: Salesman: Fill in later Designer: Ron Berlin Date: 8/27/2008 Del. Date: AtlanttcBch FL cover Sheet Truss Level Floor ~Georgla~citic - - ... . Qty Span Description 17 QO-00.00 16" x 12' RimBoard f Georgla~cific Qty Span Description 23 12-00-00 F1 16" XJ-85 I-Joist 8 i8-00-00 P2 16" XJ-85 I-Joist ~' 13 16-00-00 F3 16" XJ-85 I-Joist Qty Description 9 Pi -<iTT416 ~Georgia~cific. Qty Span Description ~ - 2 06-00-00 BM1 16" LVL ~ ~~ r1'Y OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL - ~~ REVIE~D ~: -""'"1I`'--- DATE• 9~/U -v r 2 OS-00-00 BM2 16" LVL Trusses: 0 Hangers: 9 _ Jacks: 0 Beams: 4 Piggy Backs; p I-Joist: 44 ' Total Trusses in Package: ~ Rim Board: ~ 7 __ HomeBASE by Alpine Engineered Products, Inc. Page 1 of 1 }Ma.~ JfWI.~WiW~~~MMn'KNAV.'.~y.~. ... ~ ~.,., ._. ~ rv ~,.~. ~~~~., • BERSHEL INC Ron Berlin 18 Aug 2008 9:36 pm 1147 Cactus Cut Rd ,Middleburg, Florida. 32068- (904)838-7754 ~" FASTBeam® Engineering Analysis ©1996-2007 Georgia-Pacific Wood Products LLC Version: 8.0 Project : SP8-005.FBD deNazarie Resd 371-373 4th st Mark # : BM1 Kitchen/Family Rm Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi ~ f 3.5", 565 psi ! i ! 5' 7" LOADS Project Design Loads : F/oor.• Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 330 240 100% 0 0'0" 5' 7" FL F1's 2 Uniform{plf} 413 300 100°l0 0 0'0" 5' 7" FL F3's Uniform(plf) 15 0 0 0 5' 7" Self Weight *Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(!bs) 1 2 Max R'n 2115 2115 Min R'n 606 606 DL R'n 606 606 ~"" Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio !" V(Ibs) 994 1 4' 2" 21 10640 100% 0.09 M(ft-Ibs) 2952 1 2' 9" 21 34954 100% 0.08 LtRn(Ibs) 2115 0 0' 0" 21 6921 100% 0.31 See Note #4 RtRn(Ibs) 2115 0 5' 7" 21 6921 100% 0.31 See Note #4 ~, LLDefl(in.) 0.01 1 2' 9" 21 0.19 07222 TLDefl(in.) 0.01 1 2' 9" 21 0.28 05151 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. ~"""" 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. 4. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from Supports'section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12" "" o% (one row 2" from top, one row atmid-depth, one row 2" from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members in the GP Engineered Lumber Residential Floor 8 Roof Systems Product Guide. 9. Design valid for dry-use only(less than 1ti% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. BER-SHEL INC Ron Berlin 18 Aug 2006 10:01 pm 1147 Cactus Cut Rd ,Middleburg, Florida. 32068- (904)838-7754 !!~^ FASTBeam® Engineering Analysis ©1996-2007 Georgia-Pacific Wood Products LLC Version: 8.0 Project : SP8-0OS.FBD deNazarie Resd 371-373 4th st Mark # : BM2 Hatt ~ Usage : Beam (Floor) Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi i i 4' 10" LOADS Project Design Loads : F/ooc Live=40 psf, Dead=15 psf,~ Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plt) 330 240 100% 0 0'0" 4' 10" F1's 2 tlniform(plf) 413 300 100% 0 0'0" 4' 10" F3's Uniform(plf) 15 0 0 0 4' 10" Self Weight 'Dimensions measured from left end when span# is 0, otherwise, from left end of the s pecified span. SUPPORTS(lbs) '~ 1 2 Max R'n 1831 1831 Min R'n 525 525 DL R'n 525 525 ~*" Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio !~" V(Ibs) 710 1 1' 2" 21 10640 100% 0.07 M(ft-Ibs) 2212 1 2' 5" 21 34954 100% 0.06 LtRn{Ibs) 1831 0 0' 0" 21 6921 100% 0.26 See Note #4 RtRn(Ibs) 1831 0 4' 10" 21 6921 100% 0.26 See Note #4 ~, LLDefl(in.) 0.01 1 2' 5" 21 0.16 U9629 TLDefl{in.) 0.01 1 2' 5" 21 0.24 U6868 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth selected by User G-P LAM tm Geo rgia-Pacific Corp. NOTES 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Wood Products LLC. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R n from Supports' section above. 5. Bearing length based on design material; support material capacity shall be verified (by others). 6. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 7. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of ltid nails @ 12" o% (one row 2" from top, one row atmid-depth, one row 2"from bottom). 8. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side-Loaded, Multiple-Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 9. Design valid for dry-use only (less than 1fi% moisture content). 10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 11. For explanation of GROUP, change to expanded printout. 16" XJ 85T"" JOISTS -RESIDENTIAL FLOOR SPAN CHART 40 psf Live Load + 15 psf Dead Load Simple spans only. NOTES: 1. This span chart is based on uniform loads, as noted above; live load deflection is limited to U480 for better performance. Floor performance is greatly influenced by the stiffness of the floor joists. Experience has shown that joists designed to the code minimum five load deflection (U360) will result in a floor which may not meet the expectations of some end users. BlueLinx strongly recommends floor spans for Wood 1 BeamT"" joists in accordance with those given above, which are based on;L/480 live load deflection. (one-third stiffer than required by code). 2. Spans are clear distances between supports, and are based on composite action with glued-nailed APA® Rated Sheathing or Sturd-I-Floor of minimum thickness 19/32" (40/20 or 20 oc) for joist spacing of 19.2" or less, or 23/32" (48/24 or 24 oc) for a joist spacing of 24". Adhesive must meet APAAFG-01 or ASTM D3498. Apply a continuous line of adhesive (approximately 1 /4" diameter) to top flange of joists. All surfaces must be clean and dry. If sheathing is nailed only (not recommended), reduce allowable span of 26' stock length at 19.2" o.c. to 25'-2". 3. Minimum end bearing length is 1-3/4". 4. Far loading other than that shown above, use FASTBeam® software or contact BlueLinx Engineered Lumber Technical Services. i Georgia~acific i WARNING NOTE 1. DO NOT CUT OR RLTER TRUSSES, UNLESS RPPROVED BY TRUSS OFFICE 2. VERIFY RLL SPRNS RND RMOUNTS, RS TRUSSES WILL BE BUILT IN STRICT RCCORDRNCE WITH THIS LAYOUT 3. NO BRCKCHRRGES RLLOWED, UNLESS RPPROVED IN WRITING BY TRUSS PLRNT MRNRGER 4. RPPROVED BY RPPROVRL DRTE~ DEL. DRTE = Nithin o run of Trusses o memberCl-,joistlSY42 Truss) moy need to be oFfset From it's regular oc syncing +/- 3". This mnybe to nliou For access pnnets, plumbing,stoirs,ect. This mill not chonge or moke Fail the or Inol design of o Non 6lyder member, becnuse of ~he Diaphrom bracing of the members and the maximun load volve of eoch member is not moxed out. 7 7 BRSE PLRTE HT 8-I-8 RLL I-JOIST 16" ® 24"oc. UNLESS NOTED OTHERWISE. 2 PI Rim Board on exterior walls n~ Front and reor deck walls only. REV 8-15-08 ,~ ~ ~- - - - ~"~,- ire I t -+'-- 5 ' ---+- 15 ' ~ 1 j ~-----12' I I ~ ~ 1 L--------------- --CDNV-- --------------J FRRHE JOB: SP8-005F deNazarie Resd LOC: 371-373 4th St PLAN: 2 Story Remodel DESIGNER: Ron Berlin Dealgned ey Storm-Pruf/Ber-Shea Inc. j -------------CDNV - I ~~ I I f- FRRME I I I I F.- 27' t I ~ 10'7"10 16'4"6 RIH -~ _ /BORRD ~ ~. a~w r-n ~~ ~. ~. F*Il ir~te~ i ~EAL~ ~, doe:.--- --_ deNazarie Resd 371-373 4th St Atlantic Bch FL a nro~tl P.tl..r a ^ ,. ~AWns End-erotl 7rotlugs, Ne Qty Span Description Storm-Pruf/Bar-Shel Inc. Middleburg,FL Stormpruf@aol.com Phone: (904)838-7754 `Fax: (904)282-8735 Job #: SP8-005 File #: Salesman: Fill in later Designer. Ron Berlin Date: 8/27/2008 Del. Date: Cover Sheet Truss Level R~Of 1 06-00-00 T1 2'11 "4SB Hips „~, 1 06-00-00 T2 Common 1 27-00-00; T3 TSB Hips 1 27-00-00 T4 9'SB Hips ~" 1 27-00-00 ` T5 11'SB Hips 1 27-00-00 T6 13'SB Hips 12 27-00-00: T7 Common 1 27-00-00 T8 6'SB BHE 2ply 1 Q6-00-00 T9 Mono Gilder 1 06-00-00 T9a Mono Girder 1 09-00-00. ' T10 Gable 2 09-00-00 T11 Common 1 09-04-08 T12 3'5" SB Hips 1 07-04-07 T13 Common 1' 05-04-07 T14 Common ~. 10 01-00-00 J1 1' CJ HomeBASE by Alpine Engineered Products, Inc. t~ Pitch OHL TC Size Truss O/A Height TClBC OHR BC Size 6 / 0 02-00-00 2x4 02-09-09 02-00-00 2x4 6 / 0 02-00-00 2x4 02-09-15 02-00-00 2x4 6 / 0 02-00-00 2x4 04-09-15 02-00-00 2x6 -- 6 / 0 02-00-00 2x4 05-09-15 02-00-00 2x4 6 / 0 02-00-00 2x4 06-09-15 02-00-00 2x4 6 / 0 02-00-00 2x4 07-09-15 02-00-00 2x4 6 / 0 02-00-00 2x4 08-00-15 02-00-00 2x4 6 / 0 02-00-00 2x4 07-09-00 02-00-00 2x8 6 / 0 00-00-00 .2x4 03-04-03 00-00-00 2x6 ~ 6 / 0 00-00-00 2x4 03-04-03 00-00-00 2x6 ~ 6 / 0 00-00-00 2x4 03-03-00 02-00-00 2x4 6 / 0 00-00-00 2x4 03-06-15 02-00-00 2x4 6.00 / 0 00-00-00 2x4 02-00-10 00.00.00 2x4 6 / 0 00-00-00 2x4 02-07-03 00-00-00 2x4 6 / 0 00-00-00 2x4 ~~ 02-07-03 00-00-00 2x4 6 / 0 02-00-00 2x4 01-09-15 00-00-00 2x4 ~ Weight Ext. Weight 28:0 LB 28.0 °LB 28.0 LB 28.0 LB 188.9 LB 188.9 LB 142.7 LB 142.7 LB 142:7 LB 142.7 LB 148.3 LB 148.3 LB 123.1 LB 1476.9 LB 917.7 LB 917.7 LB 29.4 LB 29.4 LB 29.4 LB 29.4 LB 44.8 LB 44.8. LB 36.4 LB 72.7 LB 42.0 LB 42.0 LB 36.4 LB 36.4 LB .25.2 LB 25.2 LB 8.4 LB 83.9 LB Page 1 of 2 Qty Span Description Pitch TCBC '-""" 1 02-11-04 J1a 2'11"4 EJ 6 / 0 5 03-00-00 J2 3' CJ 6 / 0 1 01-05-08 J2a 3' CJ 6 / 0 ~ 2 03-05-00 J2b 3'5" EJ 5 05-00-00 J3 5' CJ 3 06-00-00 J4 6' EJ 8 07-00-00 J5 7' EJ 2 U4-01-02 J6 2'11"4 HJ 2 09-10-01 J7 T HJ 1 08-05-01 J8 6' HJ Girder QtY Description 7 A - HUS26/HTU26 6.00 / 0 6/0 6/0 6.00 / 0 4.24 / 0 4.24 / 0 4.24 / 0 OHL TC Size Truss 0/A Height Weight OHR BC Size Ext. Weigh 02-00-00 2x4 02-09-09 14.0 LB 00-00-00 2x4 ~ 14.0 LB 02-00-00 2x4 02-09-15 14.0 LB QO-00-00 2x4 ~ 69.9 LB 00-00-00 2x4 01-10-03 8.4 LB 00-00-00 2x4 ~ 8.4 LB 02-00-00 2x4 ' ~ 03-00-06 16.8 LB 00-00-00 2x4 /%' 33.6 LB 02-00-00 2x4 03-09-15 19.6 LB 00-00-00 2x4 ~ 97.9 LB 02-00-00 2x4 04-03-15 22.4 LB 00-00-00 2x4 `~ 67.1 LB 02-00-00 2x4 04-09-15 28.0 LB 00-00-00 2x4 ~ 223.8 LB 02-09-15 2x4 02-09-01 19.6 LB Oa0a00 2x4 39.2 LB 02-09-15 2x4 04-09-07 44.8 LB 00-00-00 2x4 89.5 LB 02-09-15 2x4 04-03-07 61.6 LB oaoo-oo 2xs 61.s LB 1 E - SUL26 1 E - SUR26 Trusses: 28 Hangers: 9 Jacks: 40 Beams: 0 Piggy Backs; 0 I-Joist: 0 Total Trusses in Package: 68 Rim Board: 0 HomeBASE by Alpine Engineered Products, Inc. ~ Page 2 of 2 Z'I°W Bul~l.ding Compo;~ents Group, Inc. ' 1950 Marley Drive Haines 1Gi~y FT:. 33844 FWttida EnQix-aering CartiPicate of Action Numlta;: 0 278 Izlotidt CbrtIE"i~+~ste of Product fc~rpnpvsl # FLi999 Fie d of I Dnctiuneut ID1'Y'K'l I S 1 ~812Q~'75431. rrF.bx; Manning 8ui}ding Supply of Jacksonvil}e, Inc. JobIdmrtiBdation: Spg.:DQc~__- 373'373 4th St AtlanttC $Ch FL ~•.~~~ ~.• `; ~'"` , 7tvss Count; P6 k ,. ~, , ti- -, " . ~ IuSodelCode: Florida `pudding Code 2004 and 2446 Supplement . . ~ ; - ,~. ~ .~~"°'~~- TrusaCriterlai ANSI/TPI-2Q02(5T4) jfBE ~ ~,.,~ --" ' Er~'n°«1°gsot~'a~: Alpine SoftNarg,Versions 7..35 7.37.. '~ ~'~~`" °~ , 8tructuralEngineerofReoord: The identity of the slr~uctura} EQR dtd not exist aS of ~~ ~~ V Addre~,: the seal date per section b1GI5-31.~fl3~5aj of the FAC - :-- Minimu:nnasi~tsi..aads: Roof - 47.0 PSf ~ 1:25 Duration ~ Floor - N/A .~ ~ . ~ Mind - 120 ~fpH ASCE 7-02 -Closed Notes: ~,~~ .._ ~~ _,~~~_~ ~ I. Determination as to the suitability of these truss components for the ail D~~ 4$ ~1+01`1.Ot~ u~.. _ _ `' ` structure is the responsibility ofi the bui}ding destgnerjeng#neer of -r~~~s;sn~t,e~`=''~` record, a~ defined in ANSI TPi 1 / Jambs F. Collins Jr. 2. The drawing date. shown en this index sheet must~'match the date shown. Fior,aeLtGmaseNumber.s2212 .. on the tndividr~al truss component drawing.. 1950tviarleyDrive 3: The loads indicated on all referenced girder tru~sea ire consistent with Haiises City, FL 33$44 the truss layout provided by Manning 8ui}dung Supply of dacksanvtl~le, Inc.`for€;~h~ above referenced fob identification Loads . applied by non-thus elements and basic load parameters ~ar~ to be reviewe , . d and .approved by the FOR/bui~diflg_de5igner. 4 As shown tt ch . .on a a ed drawings; the drawing number is prereded~by:.HC1J5R15 1 Details: A12034EE-G8l.LETIN- ~ ~ ` v. Ref..- Oestri tion ~ I~~^al~in - Date ~ , 061;95-T1 `~'u"ass Hi Q823~3D35 oe/z41:4a . Z 08686- T2 -Comfian II823~3Q36 Q~J~~B ; 3 'x}9697- T3 ~::7'SB ~H1ps 08233056 Q8J20jf78 ~ r 4 Q669.8•-T4 ;9'58 Nips Q8233Q4Z OBf29/Q8 ° ~5 0869.9~-j5 11'`SB tips 4,8233043-' OS/2Q/08 5 Q87#}4-~T6 .13'58 ~#3ips ,;f18233D44 08JZO/Q8 ' - ' ~ 7 687f11 -T1 Lotaman' . ~82330D1 Q8jZQ/Q8 . ';. 8:...;48702-TB 6'SB. BHE 2 p8233059 08/2Q(£18- ~ 9 Q81p3-T9 Meno Girder ~233}5~ 0$j20JQ8 10 087Q4-T9a Mono Girde X8233051 OB/2Gj08 { ~ 11 0$705--T1D Gable 48233455 48/2C1JO8 I2 D87R6--T11 Common 8;233445 48JZOJ08 , 13 08.701-T12 3'S" SB 0823344b 08/24J48 14 08748--T13 Common Q8233047 48,(24J4B 15 48709--T14 Common 08233048 0$/24/II8 is 4874--J1 1' ca 48233049 4a/24/flB . 1J D87I1-Jla 2'11"4 E 08233tJ5D 08/24/48 18 08112--J2 " 3' CJ 08233451 OBf24/08 19 48733--J2a 3' Cpl 08233052 48/24/O$ _ . 2Q 0874--J2b 3'5" EJ 4$233Q53 Q8J20/48 l 21 087.§--J3 5' CJ 48233440 48/2Q/OB { 22 487I-6--J4 6' EJ ~48Z334~41 48/2,IlJ08 23 08717--J5 7' EJ D8233a37 48J20/ti8 ~ 24 0&718-J6 2`1I"4 NJ 48233038 4aJ2t1/os 25 48719--a7 7' HJ :08233039 fl8j2o/48 26 08724-J8 6' NJ .Gtr 0$23 58 08 20 08 ~' nr as s~- ! 4 Manning Building Supplies HARDWARE SCHEDULE 1/1/2008 Jax Truss It # M k ti D i Simpson Reactions Carrying Member Carried Member Connector N t em ar escr p on Page Floor Roof Uplift Nailing Nailing Type o es 7/8" h 3 3200 1250 14 10d 1 5 1/8" max. gap m - 1 8 3100 1175 20 6d ( ) x . 1/2" max. gap 1099 A HTU26 h 5-1 2" 120- 21 2 80 3600 ' 1555 )1 ( (20 10d 1 5 1/8" max: gap i m 3580 1215 . ) x 1/2" max. gap h 3 /8" 3745 3895' 1235 {14 10d 1 5 1/8" max: gap T 8 m -7 120 121 3720 3770 - 1125 26 16d ) . x 1/2" max. gap 1100 B H U2 1/4" 7 - 3745 4680 2140 ( ) 10d 1 26 5 1/8"max. gap mh - 3720 4655 . ( ) x 1/2" max: gap 1075 C HGUS26-2 mh 4-9/16" 3940 4930 2325 (20)16d (8)16d 2 Pl 1076. ' D1 HGUS28-2 mh 6-9/16" 118-119 68 5 7925 3220 36 16d 12)16d Roof Truss y 1077 'D2 `HGUS28-3 mh 6-13116", 0 ) ( ( ` r 3 Ply 0 E 800 1000 765 (6)16d 1 (6 10d 5 131 6 SUR 26 ' 78 . ) x Sk d ° F 1330 1660 1250 10 16d 10d 10 1 5 ewe 45 13 0 SUR 210 ( ) ( x . ) LSSU 10 Sloped Only 74 111p 1390 875 (10)104 7 1 104 5 Field Slopeable & 1151 G 2 Sloped/Skewed 995 1205 785 (9)104 ( ) . x Skewable `- 1348 H THJA26 126: 2680'.'. 3265 960 (20)164 (6)HJ (4)EJ 104x1.5 Hip/End Jack' ` 1346 `' CU `THGBH2 130.. 10010' 10010 8010 (10)104 (2)3/4" Bolts (8) 3/4"_Bolts 2 Ply 1 3 I THA422 Top Mount 1635 1635 - (4)Top (2)Face 164 1 Pl 4 3 Face Mount 3630 4145 1550 (22)164 Face y 1 3 11 THA422 2 Top Mount 117 2810 2810 - (4)Top (4)Face 164 164 6 2 Pl 3 6 - Face Mount 4720 5520 2060 (30)164 Face ( ) y 1 J 22 THAC Top Mount 1635 1635 - (4)Top (2)Face 164 1 Ply Inverted 344 4 Face Mount 3630 4145 1550 (22)164 Face Flange 1338 Single top chord carrying member 880 880 _ (4)104x1.5 Top (2)104x1.5 Face (1)104x1.5 Straight (2)104x1.5 Slant (Left) - 1340 K THA422 UR Double top chord car in member rY 9 123 1090 1090 - (4)104 Top 2 104 Face () (1)104 Straight Sys-42 Floor Truss Skewed 45° (Right) LVMember g 1675 1675 310 (4)104 Face (8)104 (2)104x1.5 Slant 1 4 K THA4 6 Top Mount 117 2425 2425 - (4)Top (4)Face 164 164 6 1 Pl 3 2 1 2 Face Mount 4020 4655 1715 (30)164 ( ) y L 108 109 1860 2330 1275 14)164 6)164 Sk d 45° 1328 SUR 410 - ( ( ewe 1152 M LSSU410 Sloped Only 74 2430 3035 1150 (18)164 (12 104x1 5 Field Slopeable & Sloped/Skewed 1625 1625 1150 (14)164 ) . Skewable 1140 N 1UT312' Face Mount 82 1110 1390 255 ' (10)104 (2)104x1,5 2.5" 1 Ply 1122 O HU312-2 Face Mount 83 2145 2680 1085 (16)164 (6)104 2.5"2PIy 11413 " P ITT416 Top Mount ? 90 1465 1465- 235 (4)Top (2)Face 104 (2)104x1.5 3:5" 1 Ply + 1141 ' P1 IUT412 Face Mount 82 1110 1390 255 (10)104 (2)104x1.5 3.5" 1 Ply `11412 ' Q ITT316 Top Mount 90 1465 1465 235 (4)Top {2)Face 104 (2)104x1.5 I-joist 2.5" 1 Ply 1296 S SUL 2.56/11 108 109 2305 2665 225 16 164 104 1 2 5 Skew d 45° 1297 SUR 2.56/11 - ( ) ( . ) x e 1 153 T LSSUH310 Sloped Only 74 2295. 2295 1150 (18)164 (12)104x1.5 Field Slopeable & , Sloped/Skewed 1600 1600 1150 (14}164 (12)104x1.5 Skewable'.' 1127 U1 HU9 Min 2410 3015 865 (18)164 (6)104x1.5 1 Pl Max 3215 4020 1440 (24)164 (10)104x1.5 y 1121 U2 HU11 Min 83 2950 3685 865 (22)164 (6)104x1.5 1 Pl Max 4020 4405 1440 (30)164 (10)104x1.5 y 1078 V HGUS48 6805 7925 3220 (36)164 (12)164 2 Ply 1079 W HGUS412 9155 9155 4055 (56)164 (20)164 2 Ply 1080 HGUS412 L square end 4211 4211 LVL ~ X - bevel end 83+182 6133 6133 1662 56 164 20 164 2 Ply 1081 HGUS412 R square end 4211 4211 ( ) ( ) Skewed 45° - bevel end 6133 6133 1105 Y HUC412 Min 2145 2680 1085 (16)164 (6)104 Concealed Max 83 2950 3685 1810 (22)164 (10)104 Flanges 1082 Z HGUS5.50/12 9155 9155 4055 56 164 20 164 3 Ply 1083 ZZ HGUS7.25/12 9835 9835 ( ) ( ) 4 Pty ' 1352 TSB2-24 ` Truss Spacer 132 54 0# Com pression> 365# Tension (4)104x1.5 ''2449 3" SDS Screvr 2450 4-V2" SDS Screw 20 & 81 Mis 2451 6" SDS Screw c. 2447 1/2"x8" A307 Bolt Assembly In shers & l de ut 2448 112"x10" A307 Bolt Assembly s wa c u n s y . ~+ 1 i~ -' ~ ~ R UNLESS N ~ N~ ~~T E vv QR RLTER TRUSSESr 1, DO NDVEDUBYSPR g RND RMNDSTRIC~S RPPRD BE g~}IL 2, VERIFY RLL T I WIL~ITfl THIS LRYUPlLESS RPPRDVED QCCDRDRNCE RLLDW PDLRNT CiRPdRGER 3• IN ~RITINGRBYSTRUSS 4. RPPROVED BY . RPPROVRL DRTE~ DEL. DRTE ' FRRME RC10F - VRLLEY5 BUILDER TO CONY ~EEDED- RND O.HRNGS RS DOWN CEILINGS R5I NEEDED FRRME TO BUILD UP WRLLS FONT BUILDER HIGHER PLI MRTCH TRUS5E5 RT LORD BERRING RLL WRLLS SHOWN RRE UNLE55 NO"~EO OTHERWISE- PITCH 412 OHRNG Pg-005 deN°ZQrie Reed Jpg: 371_373 4th ode ~ Rein ~ LDG'. Stor PLRN' 2R: Ron Be~~-~ DESIGNS /her Shed Inc- St orm _Prv CFRR~ iv„f._-7' r -"" ~; ~-. n~ ~. (SP8 005 371-373 4th St Atlantic Bch, FL T1 2'11"4SB Hips Top chord 2x4 SP ~~2 N Bot chord 2x4 SP ~t2 N Webs 2x4 SP ~2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(r/ )=0.18 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Deflection meets L/480 live and L/360 total load. 4X4= IH1~ Ut4h YK tf AKtU YKVM I,UMNUICN 11V N111 (LIIAU~ 5 UIMtNJtUNJ) JUtlM111tU tlY IKUJJ MYH. SPECIAL LOADS (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=-1.25) TC From 56 PLF at -2.13 to 56 PLF at 2.94 TC From 56 PLF at 3.06 to 56 PLF at 8.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 6.00 BC From 4 PLF at 6.00 to 4 PLF at 8.13 TC 91 LB Conc. Load at 3.00 BC 66 LB Conc. Load at 3.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 68 -0.51 5.20 6 6 818 1 .5 X 4 III 2X4(A1) = 2X4(Al) ~2-0-0~ -2-0-0~ (~ 3-0-0 I 3-0-0 I ~- 6-0-0 Over 2 Supports R-486 U=206 W-3.5" R=486 U=206 W-3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7. 35. ~8 QTY:1 F L /-/3 -/-/ R Sca le =.5" /Ft. **WARNrN~** iRU SSF$ REQUIRE E%TNEME LARE IN FABRICAI I'N, HANOI ING. SHIPPING. INSTnLE1NG nND 9RACING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION PUBLISHED RY TPI (tRUSS PLATE INSTITUTE, 218 • •,• ( ` T C L L 2 0 .0 P S F R E F 8 1 5 1 8 6 9 5 NORTH LEE STRCF t, SUITE 372. ALE%ANDRIA. VA, 22314) AND NIDA (HOOD TRIISS COUNCIL OF AMERICn_ 5100 ~• • ` .* E NIERPRISE LANE, MAOI5O N, WI 53]19) (OR SAFETY Pft nCTICES PRIOR TO PERF ORMIN6 THESE FUNCTIONS. UNI.FSS OTIIE RNISF INUICA TED If!I' f,H ORO SIIALL IIq VE I'R OPERLV ATTAf, TIED Sift UCTURAL PANELS AND tlVTTVM f, {TORO SIIALL HnVF n PROPERLY AITACHfD RIGID f EILING ~. •*~(/~ T C 1 ~ D L "7 / O (` P J F T D A E R 0 `~ / ~J L O / 0 8 L P I N E . . **IMP~RTANT**FURNI SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITN BCG. INC. SIIALL NOI BE RESPONSIRLE FOR ANV DCV IATION FFOM TIfIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMA NCF NI TH TPI: OR InBPI[ATING. IIANDIING, SHIPPING, INSiALIING 8 BRACING OF TRDSSES. DF SIGN CONFORMS WITH AP PI ICARLE PROVISIONS OF NDS (NAiIONAF OE SIGN SPEC BY AFBPA ANO TPI IIW RfG N~.5~1Z ~ °. * ~ : STATE OF * / ` BC B C DL L L 10 1 0 .0 0 PSF P S F DRW H C- E HCUSR151 N G S S B/ 08233035 A P , ) . CONNE Ci Oft PLATES ARF MADE OF 2D/ld/I6GA (N.H/SS/K) ASTM A(53 GRADE 4O/5O (N, K/H,SS) GAEV. STEEL. AP PIY PtATFC TO EACH FACE OF TRUSS AND. UNLESS OTHFRNISE LOf,A TFD ON THIS DESIGN, POSITION PFR pP,AHINGS 1GDn-]. ~ i•. s. /{~ A• ~~ O p1O r -~ TOT . L D . 4 7 . 0 P S F S E A N 2 1 0 3 ~lw Blll~(~Illg riUll/(lOI1C/It5 CiI0U/I ~liQ. u aineS /i , F~ ~%~%p 4,F ANV INSPECTION OI PLATES FOLEOWED RY (I) SIIALL BF PER ANNF% A3 OF TP[1 2UOP SEC.3. A SEAL ON 11115 DRAWING INUICATFS ACLC PTANCE Of PR LIF ESSIDNAE CNG INEERING RESPONSIBILITY SDI EIY FOR TIE TRUSS f,OMPONENF DESIGN CHONN. iHC SUTIARII IFV ANp USC OF THIS COMPDNE NT FOR ANY Bl11 LDING IS THC RESPON~IHILIIY OF THE (, . * S~~OIYAfL~C \ ~ DUR FAC 1 25 M FROM) y~ Ron y~ ~. FLCIR 7JgJUY~ RUIF~ GNFRP~ __ TPI 1 ~. ~ ~ ~, ~-4.<_... ~ lug ... ~:-. ~ -. ,INS -4 .0 'x..:., QR~ ,:.1TK~ ZOl~ , r~.., r_ ,. ~~ ~ ~ ~,~, .. ~:~~ r .~ I H1J UWV YKtI'AKtU hHUM I,VMYUItK 1WYU1 (LUHU] b U1MtfYJ1UNJ) JUtSM111tU tlY IKUJJ MYH. (SPS U[]5 3/j .S/.S 4LF1 J6 Pi61 di1Lil. oLU. I L is ~~~~~, ~~~~,~ Top chord 2x4 SP ¢k2 N Bot chard 2x4 SP #2 N Webs 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END(FT) BC 68 0.15 5.85 4X4= 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT IJ, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi{(/ )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load 818 -2-0-0~ -2-0-0~ I 3-0 0 I 3-0-0 _l ~--- 6-0 0 Over 2 Supports --~ R=411 U=165 W-3.5" R=411 U~-165 W=3.5" Design Crit: TPI-2002(STD)/FBC 11 Ft. Y:1 FL/-/3/-/- R/- Scale =.5 35 25) 10(0) 7 00(1 /RT=1 C . . . . q PLT TYP. Wave **NARNjNG** 1NUSSES RE QUIRE E%TRFME CARE IN fAPRICAIION. HANOL ING. SHIPPING, INSTALLINf, ANp Bft ACI N1;. T C L L 2 0. 0 P S F R E F R 1 5 1 8 6 9 6 REFER TO BCSI (B UI LUING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (FRUSS PLATE ]NSTIIU 1f 218 STREET. SUiTf: 312, ALE%ANURIA, VA, VZ31A) nN0 NTCA (NOOU TRUSS COUNCIE OF AMERIf,A. G300 NORTH LE F ~ ~~` •• S j* /~ (~ T ~/i 0 p / D / D . WI SJ119) FOR SAFETY Pft ACTIf,ES PRIOR 10 PCRF ORMING THESE FUNCTIONS. UNLESS MADISON ENTERPRISE IANE • *• r T C D L 7 0 P J F (J D A I E ` , , TED TOP CHORD Sf1A LL NAVE PROPFRLV AIIACUEU STRUCTURAL PANELS AND BOTTOM CU ORD SHALL HAVE N • ~I DICA OTHERN [SE I ~ ~~~ NCUSR151 08233036 A PftDPERIr AnACneo Rlcul cEIUNG' No.b2212 a BC DL 10.0 PSF DRW **IMPORTANT**FURNISH A COPV pF iU IS pESIGN l0 THE 1NSTALLAT1pN COtITR ACTOR. ITN BCG. INC. SHAH NOT TRUSS IN CONFORMANCE HITH U III • ~ ^~ i~ /` D P S F B C L L 1 0 H C- E N G $ S B/ A P A L P I N E E RF RESPONSIBLE FOR ANY pEVIAiION FROM THIS pESIGN; ANY fAILURF IO BUIL TPI: OR FABRIf,AFING, I1ANpLING. SHIPPING, INSiALLINf. 6 pRACING OT TRDSSES. IlN Bf,G BV AF 6PA) ANU TPI pNAI pESIGN SPEC = : I ~ STATE OF ~ ~ : . 0 , . UE SIGN CpNFORMS NITN nPPLICA BIF PROVISIONS OF NDS (NATI CONNF.C TOR PI AIFS ARF MAUF OF 20/18/iGGA (W .li/SS/NJ AS TM A65B GRADE d0/50 (W. K/H.SS) GALV. STET: i.. APPLY /J~ /~ s ~(/ (~~ { •*~ ^ / TOT . L D . 4 7 .0 P S F 6 S E Q N 2 1 PI ATES TO ETCH FACE OF TRUSS ANU. UNf_E SS OTHERN]SC IOCATFp ON THIS OF SLGN, POSIT LON PER pHAWINGS IfiOA-Z. A SEAL ON THIS % A3 OF TPI1-2002 SFC B (/ *~ C Rp` r ~. y ~ O fl{~'. \\' 1 2 5 F R 0 M R o n 17YV Buildin Com nenfs Groap lnc. 9 ~ . . ANY INSPECTION OE PLATES EOLLONED By (i) SHALL BE PER nNNE RAWING INIII Cn TES Af CC PTANCF OF PR O~i -'IIONAI FNGINEERIfIG RESPONCiRI LIIY SpEELY FOR THE ikU SS COMPONENT SS~~ ~~~~~~ D U R F A C NajneSC FT, 3344 ~...... ~.. FLC~, -:7s ~ D DESIGN CIIONN. TIIF SUIiAB FLI TY ANU i"I OF TfiIS I;pMPONFNi FOR ANT BU I~DTNG IS IIIE RESPONSSB IL TTY OF 411E BDTL~_ -_• GNER P~ ..,TPI 1 ~ - ~ ~ E ~ ~ lug ~.... , ;INCA -4.0'~p ~. = JR~ 1TK~ ZO1 ~~<. _.. [ W, ~ ~ ~ ~. T" "`~~. ,,, . ~:.~~ , (SP8 005 371-373 4th St Atlantic Bch, FL T3 7'SB Hips Top chord 2x4 SP ~{2 N :T2 2x6 SP ~{1 Dense: Bot chord 2x6 SP yl Dense Webs 2x4 SP {{2 N :Lt Wedge 2x6 SP ~1 Dense::Rt Wedge 2x6 SP ~1 Dense - 3X10(C9) _ SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at -2.13 to 56 PLF at 7.00 TC From 112 PLF at 7.00 to 112 PLF at 20.00 TC From 56 PLF at 20.00 to 56 PLF at 29.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 7.00 BC - From 87 PLF at 7.00 to 87 PLF at 20.00 BC From 40 PLF at 20.00 to 40 PLF at 27.00 BC From 4 PLF at 27.00 to 4 PLF at 29.13 TC 227 LB Conc. Load at 7.00, 20.00 BC 1032 LB Conc. Load at 7.00, 20.00 Wind reactions based on MWFRS pressures. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY AND APPROVE THE LOADING. 7X10= IH1J UW~ PKtYAHtU hHUM l.UMNUItK IIVYUI (LUAU) 1a UIMtfVJIUNJ) JUMMIIItU t5T IKUJJ MhH. 120 mph wind, 19.18 ft mean hgt, ASCE 7 G2, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 56 0.15 26.85 Deflection meets L/480 live and L/360 total load 3X5111 T2 5X5= 7X10= 1.5x4 ~ 1.5X4 6 ~ ~ 6 5X5= 5X8= H0510= ~17 7-6 5X8= 5X5= 3X10(C9) _ - 8X8(C9) ~2 0 0~ 7-0-0 ,I_ 13-0-0 R=3346 U=1468 W=3.5" 27-0-0 Over 2 Supports 8X8(C9) ~200~ 7-0- R=3346 U=1468 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. 20 Gauge HS,Wave Cq/RT=1.00(1.25) 10(0) 7.35.0 QTY:1 FL/-/3/- -/R/- Scale =.25" Ft. **WARNING*" IRU SSES RF OUIRE E%TREME f,ARE IN FAURICATIOH, ILA NDLING, SHIPPING. INSTALLING AND BRAf.I NG. REFER TO B[SI (UUILDING COMPONENT SAFETY INFORMnTION), PUBLISHED BY TPI (TRUSS PLA1L INSTITUTE. 2t8 NORTH LEE STREET. SUIIF 31), ALE %nNORIA. VA. 27J1H) ANp NTCA (WOOD TRUSS COUNCIL OF AMEkICA, 6300 V • E T C L L 2 0. 0 P S F R E F R 1 5 1 8 6 9 7 FNIERPRI SE LANE, MADISON. WI 51]19) FOR SAFE iV PRACI If,fS PRIOR TO PERFORMING TUE SE FUNC FI ONS. UNI ES[ OiHERMISF INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BDTTUM CIIORp SHALL HAVC _A• ~ ~••• r T C D L 7 O P S F DATE 0 8 / 2 0 ~ 0 8 A PROPERLY ATTACHED RIGID CE IIING. V _ .i • -IO G99+~1 ••.~ 1• p I, "" ** . . i~GG 1L C DL 1D. D U I ~F DRW NCUSR151 08233056 IMPORTANT F URNISH A COPY OF THIS DESIGN TO lUE INSTALLATION CONTRACTOR. ITH BCG. INC. SIIALL NOT BE RESPONSIBLE FOR ANY pEV1ATI0N FROM THIS OESIGH ANY FAILURE TO BUILD THE T ~ ~ ~ A L P I N E : RUSS IN COMf URMANCE NIIH TPI: OR FnpRIC.A1lNG HnNpLIHG SHIPPING INSTALLING b BRACING OF TRUSSES _ • ~ B C L L 1 0 0 P S F H C- E N G S S B/ A P . . , . pFSIGN CONFORMS NITH APPI ICABtC PROVISIONS OF NDS NAiIONnL pCS1GN SP C Y ? STATE OF • . ( , B E AFbPA) AND TPI. ITH BCG f,ONNE C70R PLAITS ANF MApE OF 2D/1p/16GA (W,H/SS/K) nSTM A651 GRADE AO/5D (W, K/I1, 55) GALV. [TEFL. APPLY PLATES TO EACH FnCF OF TRUSS AND. UNI-F [S OTIIE RNISE LOCATED ON THIS DF SIGN. vO5IT10N PFR URaHINGS I6OA-1. g ~Q 3 "/Jy~~ w (/ ••• r P•f ~ O R~V • T 0 T. L D 4 7 0 P S F S E Q N~ 1 9 7 4 I~BI/l~(fl(19 COI11p0lIQfl(S Cl/OUF1 Inri. 33p44 FIDIIIES C FI ANY INSPECTION OF PLATES FOtLOHEU pY (~; SHALL BE PER 4NNE% a1 OF LPIl-2001 $EC.I. A SEnL ON It11S DRAWING INDiCA1C5 ALGCPTA NCE OF PROFCSSIONnL ENGINEERING RF [PpNSIB IL iiY SOLELY FOR illE TRUSS COMPONENT DESIGN SHOWN. tHE [tll iABILIiY APID I1 SF lF THIS COMPONE Ni FOP AXY BUILDING IS THE RESP ON[[BILIiY )F THE ,•• ~(~ ~{/~~•~~ `^`G'\~ O N• Y- DUR FA1.. 1 25 FROM RQn . ~ FLC~ 78 ~ HDIL~ _..GRLR PTA .._...PI I ~ ~ ~: ~ ~ ~.~-. ~ lug ~ ~^ ~INC~_ 4.0'~.:~:, , JR~ 1TK/~ ZO1~ ~..., IHLJ UW~ NKtYAKtU YHUM LVMPUItK INYUI (LUAU) 6 UIMtNJ1UNJJ JUMMIIItU UY IKUJJ MYK. (SP8 005 371-373 4th St Atlantic Bch, FL f4 9'SB Hips) Top chord 2x4 SP ~j2 N 120 mph wind, 19 .68 ft mean hgt, ASCE 7 02, CLOSED bldg, not Bot chord 2x4 SP ~~2 N located within 4 .50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N DL=3.5 psf, wind BC DL= 5.0 psf. Iw=1.00 GCpi(+j )=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pr essures. IN L IEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END(FT) gC 77 0.15 26.85 5X5= 5X5= 5X5= 1776 zoo ~zoo~ ~ ~ I g-0-p I 9-0-0 I 9-0-0 J 27-0-0 Over 2 Supports R=1415 U=647 W=3.5" R.=1415 U=647 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7.35. OTY:1 FL -/3/-/-/R/- Scale =.25"/Ft. •'WAf2NING" iRU SSES REQUIRE E%TREMC CARE IN FABRICATION, HANDLING. SIII PPING. INSTALLING AND BRACING. ~ TC I L 1 20 D PCF J R['F F7l 5'I _ _ tl 1 1 06V10 (7 7 O REFER TO BGSI (6 LIILDING COMPONENT SAFETY INFORMATION), PUBI ISHED BY TPI (TRUSS PLA TI INSTITU FE. 21A NOR iH LEE STREET. SURF 312. ALE%nNDR1A, YA, 2231A) AND WT CA (HOOD iRU SS COUIICIL OF AMERICA. G}OB ENTERPRISE LANE. MADISON, W[ 53)191 FOR SnFf TY Pft ACTICCS PRIOR TO PERFORMING THESE FUNCTIONS. UNI ESS OTHERWISE IND LCAIED TOP CIIORp SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SIIA LL HAVE A PROPERI-Y ATTACHED RIG,D CEILING. ~ •••• •••~• Q: _= No.6 ~ v •':~ . T C D L BC DL 7 10 . O 0 (` P J F PSF L D A T E DRW O 8 / HcU5R151 p 2 O / D 8 os233oaz *`IMPORTANT**nIRNISH A coav m nns D[sIGN To rHE INSinLLnTION r,DN Tft ncTDR. IrW ecc, INC. sHnLL NDT B! RESPONSIBLE FOR ANV 0f'VIAiION FRUM THIS DESIGN; ANV FAILURE TO BUILD TILE TRUSS IN CDMFDkMANf.E WI1H T F S s* ~ ~ ~ ~~ B C L L 1 0 .0 P S F H C- E N G S S B/ A P A L P I N E . RUSS TPI: BR FABRICATING. HANULS NG, SIIIPP LNG. INSTALLING 8 BRACING OF DESIGN CONFORMS NITII APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPFf,. BY AFRPA) AND TPI. IiW BCG f.ONNECTOR PLATES ARE MADE OF "20/18/IGGA (W .11/SS/KJ AStM AFF3 GRAUE HO/FO (W. K/I1.SSJ GALY. STEEL. APPLY ~ .p ~. ~••• STATE OF w /R/ ^ ~W TOT . L D 4 7 0 P S F S E Q N ' 1 9 7 8 /~ I~BUI~flIIlJ riO/11p0l1@l1~3 CiIOU(7 lnrir PLATES i0 EALM FACE OF TRUSS AND. UNLESS UT HFRWISE LOCATED ON THIS DESIGN, POSITION VER URAN{NGS ]60n-Z. ANY INSPECTION OF PLA IFS FOLLONED BY (t) SMALL BE PER ANNE% A3 OF TPII-2002 SEC.3. A SEAL ON IHLS UkAWING INDICATES AFCFP Fn NCE OF PROFESSIONAL ENGINEt RIN6 RE SPONSIB II TTY SOLELY FOk THE TRUSS COMPONENt •• ~y t pp Of1~O ••• ~~ ~•~~ !`~( `i \ DDR FA(` 1. 1 2C .1 F,~ Ff1 O~1 R y~ RO11 uainesC~,>~I ,.78844 _ <;. FL C~~. DESIGN SHOWN. iHF SIII lABILI fY AIIU USE OF i11IS f,OMPONE NT I ~i! ANY R1ILLDI Nf. 15 THE RESPONSIBILITY nF IH(. RHIE .~ GNER P~L. .;TPI ~ ~ ~ ~ ~ ~ ~ ~..,~~Og o ~- . ~:,~IN(~ _4 .0 '~ - JR~, 1TK~ ZO1~ _.. 3X6 (A1) _ `""' ~^~~ - IH1] UWU I'KtYAKtU YKUM LUMYUItK 1NF'UI (LUA UJ 6 U1MtfVJIUNJ) ]UMM111tU tlY IKUJJ MY K. (SP8 005 371-373 4th St Atlantic Bch, FL T5 11'SB Hips} To chord 2x4 SP {~2 N 120 mph wind, 20 .18 ft. mean hgt, ASCE ? 02, CLOSED bldg, not d p Bot chord 2x4 SP {~2 N located within 4 .50 ft from roof TC edge, CAT II, EXP C, win Webs 2x4 SP ~2 N DL-3.5 psf, wind BC DL= 5.0 psf. Iw 1.00 GCpi(i/ )-=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pr essures. IN L IEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/480 live and L/360 total load. CHORD SPACING(IN OC) START(FT) END (F T) gG 79 0.15 26.85 3X6 (A1) 5X5= 5X5= 1.5X4/// 1.5X40 6 ~ 6 1776 3X5= 6X6= 3X5= 3X6 (Al} ~200~ ~200~ I 11-0-0 I 5-0-0 I 11-0-0 ,I R=1415 U=660 W°-3.5" 27-0-0 Over 2 Supports R=1415 U=660 W=3.5" Design Crit: TPI-2002(STD)/FBC Scale =.25"/Ft. PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0 QTY:1 FL/-/3/-/- R/- tRWARNIN~*# Ift USSES REOUIftE E%TRI ME CARE IN FAflRICAiION, HANDI.I NG, SHIPPING, INS1gLLING AND GRACING. RIFER 10 BCS[ (DUILDING f.OMPONENi SnFETY INF ORMAiION). PUBLISHED BY TPI (TRUSS PI AiE INSTITUTE, ?18 •• • •• • T C LI L 2 D D ~` P J F R[ F L {1 l 5 l !l 1 1 $ 6 9 7 NORTH LLF STREET, SURE 112. ALE%nNDRIA, VA. 2931A) AND WT CA (HOOD TRUSS f.OUNCIL OF AH£RSCA. 5lt)t1 ENTERPRISE LANE, MnD]SON, WI 53)19) FOR SnF ETY PftACilf.ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIIF RN LSE INDICATFO TOP CHORD SHALL- HaVC VROP(RLV ATTACHED STRUCTURAL PANELS nN0 BOTTOM f,HORO SHALL HAVE A PRDPFRLY ArTACneD RIGID r,EluNr.. ~•~ ~ • v ~ • 0.6221 •••~ T C BC D L DL 7 10 O 0 P S( PSF D A ~ L DRW O ~ / HCUSR151 2 D 0 L / 08233043 . A L P I N E ""IMPORTANT*'f UftNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONLRACT OR. ITH PCG, INC. SIIAIL NOT 9E RESPONSIBLE FOR ANY DEVIATION FROM (HIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN f,OMFORMANCE HITN TPI; OR VAHRIt;AIING. 44ANDLING. SH{p9ING, INSTA1-1.{NC. d H0.Af,1NG OF TRUSSES. DESIGN CU NFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY aFBPA) AND TPI- IiH BCG f,O NNEC TOR PLATES ARE MADE OF 20/18/]6GA (W.H/55/K) ASTM Af SI GRADE 60/50 (H, K/H. SSj GALV. Sif FL. APPtV S 160A-Z RAWIN y if ~ ~ ~ ~ ~ ~ ; STATE OF ^ •~' ~•~••^ p nP~ ~`/ Cp 1 y `• /` B C TO L L T . L D . 1 0 4 7 .0 .0 P S F P S F H C- E (` E Q N J V N S S S B/ 7 C1 1 ('p A P 3 GIDlIF1 ~I1C, (rn BEIF~(IIfIg Cv/Ii(IOIifIi}S H . PLATES TO EAf II FACE OF TRUSS AND. UNLL 55 OI HERHISE LOCATED ON THIS pE51GN, POSIT IN PEP D ANY INSPECTION DF PLAlFS FDLEDNCD HY (;) SIIA LL NF PER ANNE% A3 DF TPI)'2(107 tCC.J. A SF AI DN )HIS pRAMIN6 INDICATES ACCEPTANCE DF PROFFCSIONAL FNGINCFRING RE SPONSIBILIiY SOLLiY FOR THE TRUSS COM PST NE Ni • n .. (~ ~ ~v/O~AI ~~ M{ D U R F A C 1 2 5 F ROM R Q n p U~Ine$ l fi F~ 33p4 ~..~;:;78 ~ .~ FL . OF SIGN SHOWN. THE SIII TABILIIY nND USF Of 1HIS COMPDryENI FOR ANY BU II.OING IS THE RF tiPONSIBILITY DF THE BDIL~ 'GNFR I~ ,,.:TPI , >~ ~ ~ ~ ~ ~ • 4ug ~ _ _ ~.. CINCH 4 .O j - Jf~ 1TK~, - ZO1~,,. . _ f °~- a (SP8 005 371-373 4th St Atlantic Bch, FL T6 13'SB Hips) Top chord 2x4 SP ~/2 N Bot chord 2x4 SP {~2 N Webs 2x4 SP ~k2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) gC 79 0.15 26.85 IH17 UWU YNtYAktU YkUM I,VMYllltk IWYIII (LUAU) X U1MtNJ1VNJ) JUHM111tU HY IkUJJ MYk. 120 mph wind, 20.68 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.G psf. Iw 1.00 GCpi(+/ )=0.18 Wind reactions based on MWERS pressures. Deflection meets L/480 live and L/360 total load. 5X5= 5X5= 1776 2 0 0 ~2 0 ° ~ ~ ~ 1 ° 13-0-0 J L, 13-0-0 I I R=1415 U=673 W=3.5" 27 0-0 Over 2 Supports Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave C /RT=1.00(1.25) 10(0) 7.35. **WARNIN~** TRUSSES REQUIRE E%TRFME CARE !N FABRICATION, HANDLING, SHIPPING, INS PALLING AND BRACING. REFER i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATT: INSTITUTE, 278 NORTH LEE STR FEI. SUITE 312. ALE%A NURIn, VA. 2~31d) AND WT CA (NOOD TRUSS COUNCIL OF AMERICA. 6}OD ENTERPRISE LANE, MADISON, WI 53)19) FOR SAFE TV PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED TOP CNORD SH AIL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANU BOTTOM CHORU SHALL HAVE ~ A PROPERLY ATTACHED RIGID CE ILTNG. **IMP~RTANT**F URNI SII A COPY OF (Ills DESIGN TO THC INSTALLATION CONTRACTOR. ITN BCG. INC. B11A LL NOT A L P I N E BE RESPONSIBLE LOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUi10 THE TRUSS IN f.OMFORMAHCF W1111 1Y1: OR FABRICAiSNG. IfANDt tNG. SHIP4ING, INSTAL-l 4NG & BRAf, LNG OF TRUSSES. pE SIGN CONTOPMB NIIH APPLICABLE PROVISIONS OF NDS (NATION AI. DESIGN SPEC. BY AFBPA) AND TPI. ITN BCG CONNECTOR PIAtI:S ARf MADE OF 20/18/]GGA(N,H/SS/K) ASiM Afi53 GRADE 40/h0 (H. K/H.SS) GALV. STF FL. APPLY PI aTES TO EAC11 FnCF OF TRUSS AND. UNLESS OTHERWISE IOCATFD ON IHiS UESIGN, PDS I110N PER DBAN INGG 160A-Z. ANY TNSPE CIION DF PLATES lOI.I OVIEU NY (i) SHALL NF PFR AIIN E% A5 OF iPll-2002 SCC. 3. A SEAL ON THIS ~TW BI/1~(/1liy Cp(Itpp(1QRt$GIOLLiD ~IiC• DRAWING INDICATEB AG I.EP LANCE OF PRDFE SSIBNAL kNGINEER TNG RESPON518IL ITV SDLEIV FOR THE TRU55 COMPONE NI DESIGN SHOWN. THE UITABILI TY ANV USE OF THIS t'i~MPONF NT FOR qNY BUILDING It THE HESPONSIB II TTY DF THE ^.inesC~ ~~ 33844 Buu GNFR P PI T R=1415 U=673 W=3.5" , ~ TY:l FL -/3/- /R/ - ' ' •. TC LL 20.0 PSF ~C S ~~~' ~ ~' ~ :v T C D L 7 .0 P S F No. 62212 '' gC DL 10.0 PSF * ' * BC LL 10.0 PSF 's STATE OF J ~` '~v 0 P : ~ TOT .LD. 47.0 PSF , ~OR1 ~ - ~~ ~G ss~QNAI DUR .FAC. 1.25 . lug _ ~ ~,, CINCH 4.0 '~ Scale =.25"/Ft. REF R151-- 8700 DATE 08/20/08 DR W H CUSRI51 08233044 HC-EN G SSB/AP SEQN~ 1988 FROM Ron JR~ 1TK~ ?O1~ 3X6 (Al) = """ `""' 6X6= ~~_ ~ ~ ~ _. ~~ ~ gym. .: ~,.n., ~. ~<:.wM ~""". (SPS 005 371-373 4th St Atlantic Each, FL T7 Common) Top chord 2x4 SP J~2 N Bot chord 2x4 SP ~t2 N Webs 2x4 SP tJ2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 77 0.15 26.85 I HIJ UWU YKLYAHtU YKVM I.UMYUItK 1NPU1 (L UAUJ h U1MtNJIVNJ) JUtlM111tU tlY IKUJJ Mh K. 120 mph wind, 20.80 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+J }=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 5X5= ~ll 7 6 ~2 0 0~ -6-0 R=1415 U=676 W=3.5" 27-0-0 Over 2 Supports (E2 0 0~ R 1415 U=676 W=3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0 QTY:12 FL -/3 -/- R/- Scale =.25"/Ft. **MARNING** TRUSSES REQUIRE E%TRE ME CARE IN FABR 11'ATION, 11A NDI LNG. SHIPPING. INSTALLING AND URnGING. REFER TO RCSI (DILL LUING COMPONENT SAFETY INI ORMAiION). PUBLISHED BY IPI (TRUSS PLATE INS TITU If, 718 N0R1H LEE SiftEEf, SUIif 112. ALE%ANURIA, VA, 2231A) AND WT CA (WOOD fRLISS COUNCIL Of AMERICA, fi1OO ENTERPRISE LANE. MApISON, NI 53)14) FOR SAFETY PRACTICES PRIOR TO PFRFORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICA FED i0P CkiORD SHALT HAVE PROPERLY niTACNCU SrRUC1URAL PANELS ANO UOTiOM f, If ORD SMALL NAVE A PROPERTY ATTACHED NIGIU CI II.INf,. ~ • ~ :` \ • ••• w ~ (y. V c~ ~ v w `` :• w1 '/~ ~:~ 7 1'~.~u __' T C /` Tl. BC L L D L DL 2 0 7 10 . 0 O .0 P S F (` P J F PSF R E F T D A I E DRW R 1 5 1 8 7 0 1 p p 0 V / 2 O / D U CUSR15 r+ 1 os233oo1 A L P I N E **IMPORTANT**F URNIm A covr of rHls pESIGN ro rHE INSTnLLAT rox coNTRAC roR. Iru Bcc, INC. sIA LL Nol BE RESPONSIBLE FOR ANY DIVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH TP{: OR FABRICA[ING. HANDLING. SHIPPING. [NSI ALI LN6 h BFACIN6 Oi TRUSSES. pE51GN CONFORMS W[iH APPLICABLE VROVI SIGNS OF NDS (NATIONAL DESIGN SPEC. BV AFbPA) AND II'I. ITN BCG CON NE f.T OR PLATES ARE MA Dt: OF 20/18 /Tfifn (W.H/SS/K) aSTM A653 GRADE 4U/60 (W. K/II. SS) GAI V. STFFL. APPLY ^ S* . ~ ;~ .~f~ A ~ ~7TAT~• OF • S w ••~ OA~; (~ ~^••^~O VVV r ~/ /` B C T O T L L L D 1 0 4 7 .0 O P S F P S F H C- E (` J Eft N U N G S S B/ A P (~ 1 7 (T3 7 /~ (T{'V BIl/I(~I/19 ri0/11FlOfl@~itS GIOUP Inyr FR DRAWINGS If OA-Z. PLATES TO EACH FACE OF TRUSS AIID. II NL ESS OTIIF RNISF LOCATED DN THTS DLSIGN. POS171ON qNV INSPEC11ON OF PI HITS FOLLU WFD BV (f) SIIALI BF PFR ANNE% A3 OF TPLI-2OO2 SEC.D. A SFAI Op THIS pRAHING [NtIIGATES A CFPIAN CE Of PR CUFF SSIONAL ENGINEERING RESPONSIBILITY SQLF LV FOR illC TRUSS ~ "MPDNENI ~~ ~ .~1~'0~~~~R F V ~7 DDII R FAC 1 J 2C N,~ FROM Ron uNlnest F,I 33~Q~ ,:~ _ P[.c ~a ~~... pF SIGN SHOUN. T11E SUIiABILIIV AIID USF GF TNIS COMPnN(. NT FOR ANY BUILDING IS iNF RCSPONSINILI I~ OF LHF BHII - ~GNER P TPI I ~~ - ~ ~~.~. ~ ~ ~_ lug ,._ . SIN '4 .0 J _ _ 1TK ZOl ~: ~-..<: ~. ~. ~" ~,~__.~ ~"~~ti ~~._. ~..~.~ .~,, f_ _ . ~.,M-xi. ~.,r.u...: (SP8 005 371-373 4th St Atlantic Bch, FL T8 6'SB BHE 2ply) Top chord 2x4 SP ~2 N Bot chord 2x8 SP #1 Dense Webs 2x4 SP J~2 N SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at 2.13 to 56 PLF at 13.50 TC From 56 PLF at 13.50 to 56 PLF at 29.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 27.00 BC From 4 PLF at 27.00 to 4 PLF at 29.13 PLT- 142 LB Conc. Load at (13.06,24.12), (15.06,23.56), (17.06,22.56) PLB- 1120 LB Conc. Load at (6.00,17.65) PLS 845 LB Conc. Load at (11.06,17.65) PLB- 113 LB Conc. Load at (13.06,17.65), (15.06,17.65), (17.06,17.65) PLB- 691 LB Conc. Load at (17.94,17.65) Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 120 0.15 26.85 Deflection meets LJ480 live and L/360 total load. + MEMBER TO BE LATERALLY BRACED FOR OUT OF PLANE WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. See DWGS A12030EE0207 & GBLLETIN0207 for more requirements. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY AND APPROVE THE LOADING. I H1J UWU YKtYAKtU EKUM I.UMYUItK 1NYU1 (LU/\UJ 6 U1MtNJ1UNJ) JUtlMlli[U tlY IKUJJ MtK. 2 COMPLETE TRUSSES REQUIRED ~ Nailing Schedule: (0.131"x3"-_Gun_nails) Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (1) 1/2"_bolts MAY BE USED FOR (2) 0.131"x3"_Gun_nails ON THE BOTTOM CHORD ONLY. 120 mph wind, 20.80 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the Gable end. All connections to be designed by the building designer. 3X3= 3X5= 3X5= 1776 5X5 (Al) 1V/TlU - ;1 A:J (til~ - R=2894 U-1417 W=3.5" 2 0 0 R=3358 U=1700 W=3.5" 2 0 0 0 7 13 ~ 6-0-0 I 7 6-0 I 6-10-3 I_I, 6-0-0 J 27-0-0 Over Z Supports ~~ Note: All Plates Are 1.5X4 Except As Shown. Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35. QTY:1 FL/-/3/ -/R - Scale =.1$75" Ft. *'WARNjN~+• iRUS$ES REQUIRE E%TRE MF CARE IN FARRICA iION, IIA NDL ING. SHIPPING. INSTAI.I ING AND BRACT Nf,. T C L L 2 0.0 P S F R E F R 1 5 1 8 7 0 2 RFFFR TO PGSI (BUIL UING COMPONENT SAFETY INFORMALION). PLI BI (SHED BY TPI (1RUSS PLATE INSi LiU TE. 218 NORTH LEE STREET. SMITE R12. ALE%A NDR IA. VA, P?314) AND WT CA (WOOD TRUSS COUNCIL Of AMERfCA. 6300 ~ ~ ~~••• ,•••L`~~~ E NIFNPRISE LnNE. MADISON, HI 53]19) FOR SAFETY PRACtILES PRIOR TO PERFORMING THESE FLINCIIONS. UNLESS C v T C D L 7 0 P S F D A T E 0 8/ 2 0/ D 8 OLH ERN[SF INpICATEU i0P C11O RU SHALL DAVE PROPERLY ATTACHED STRUCTURAL PANELS AND NOiTOM CHORD SHALL IIA VE S ~: ~:~ A reoPBREY AnncHED RIGID cEU,NG. s NO.B BC DL 10.0 PSF DRW NCUSR151 08233059 L.' .:IMP~RTAP7Ti"FURNISH A COPY OF THIS DESIGN TO THE INST AI LaTI ON CONiRACiOR. IlW DCG, INC. SHAH NO1 = 7~ ~ ~ ~ ~ ~` /~ (, (`p A L P I M L DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 BDILO THE TRUSS LN COMTORMANCk' H1IM ~ B C L L l O.O P J F H C- E N `~ S J U/ A P TPI'. OR FABRICATING. HANDI ING. SHIPPING, INSTALLING 3 BRACING OF TRUSSES. _ ~ ~~ STATE OF J~ T (~ (~ pE SIGN CONFORMS WI I11 APPLICABLE PROVISIONS OF NDS (NATIGNAL DESIGN SPEC. BY AF&PA) AND TPI, t1W RCG ~ ^ ~ TO I LD 47.0 PJF (, [I(N~ 2D(T7 GONNF f,i OR PLATES ARE MADE OF 20/Iti/16GA (H,11/SS/K) nSTM a551 GRADE 40/60 (W. K/H.SS) GAL V. STEEL. APPLY /~~ I~ Pf J L 7 PLA TFS TD EACH TALE OF iRU55 AND. LINLE SS OINFRMISE LOCATED DN IH15 DESIGN, POSITION PEA DRANINGS 15OA-Z. ^~~~~ ~ O(j~O,.. \ F,~ ANV INSPEf,T1ON OF PLATES FOLLOWED BY (i) SHALT. DE PER ANNF% A3 OF IPII-2001 BEt'.3. A SEAS ON IUIS ss~~NA~~G' D D R . F A C . 1 . 2 5 F R Oil R p n ~~B11I~d/flg riOTPO/i@/l}S GlOI/f1 ~/1C. DRAW LNG INDI f,A IFS A(Cf PTANCE DF PROFESSIONAL ENGINTFRING RFSPONS7B111TY SOLED. FOR IIIE iRIi55 'MPONENi ~i R Y ug1tlCS C Fi 33844 UC SIf,N SHDNN. IIIE SUIiP91t (TY ANn DSE DF THIS COMPONENT i",R ANY HULL DING 1S TIIE RF SPDNS[BILITY 0! THE ~.-~.,;~ FLC~„ .-78 ~_. DD,I ~~ ~GNER P~. ...:TPI I ~ .. ~ ~.. ~ ~ ~ ..,_~u9 ~ ~..~. rINC~ ~4.0~ JR~_ 1TK~ __ ZOl~:,.~, IM1~ UWb NKtYAF(tU YKUM IUMF'Ill tff 1Nf~Ul (L UAUJ L U1MtP1~1V1`!J) ~UtlMll tU R1 nv~ (SP8 005 371 373 4th St Atlantic Bch, FL 19 Mono Girder Top chord 2x4 SP (~2 N Bot chord 2x6 SP ~1 Dense Webs 2x4 SP {~2 N 120 mph wind, 19.46 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BG DL=5.0 psf. Iw=1.00 GCpi(+j )=0.18 Wind reactions based. on MWFRS pressures. Deflection meets L(480 iive and L/360 total load. SPECIAL LOADS (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at 0.00 to 56 PLF at 6.00 BC From 40 PLF at 0.00 to 40 PLF at 6.00 BC 413 LB Conc. Load at 2.06, 4.06 Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING{IN OC) START(FT) END(FT) BC 70 0.15 6.00 2X4111 2X4(A1) ° ~---- 6-0-0 Over 2 Supports --~~ R=708 U-288 W=3.5R R=691 U=280 3 4 3 1776 TPI-2002(STD)/FBC i t: Design Cr 35 7 OTY:1 FL/-/3/- /-/R/- . Cq/RT=1.00(1.25)/10(0) PLT TYP. Wave **WARNING** IRIIS SFS RE OUIRE EXTREME CARE IN FnBRICAiI VN. HANIIL LNG, SHIPPING. INSTALL-I NG AND BRACING. SS PLATE IN5i1TU TE. 21B ~ /~ T C L L 2 0. 0 F PS REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISIICU BY TPI (TRU 221171 AND WTf,A (WOOD TRUSS COUNCIL Of AMERICA, F300 VA ;^ ~~~ S ~ ~~ V 1~. L~ T C D L 7 0 ` P J F . NORTH LEE STREET, SU IIF 112. AtT%AItpR1A, MADISON. WI 51]19) FOR SAFETY PRACIIf,FS PRIOR i0 PERFONMING TILE SE FUNCTIONS. UNLC SS L HAVE NiE RPRI SE LANt TTOM CHARD SN AI ' *• ` a v . -. E OlItE RNISE INpiCA TED LOP f,H ORU SHALL HAVE PROPERLY ATTACHED SIRUCLLIRAL PANELS AND BO ~~~~ ~ ~ ~. 1~0 B C D L 1 O O (` P J F A PROPERLY nTiACllEO RIGID f.EILING- . *~jMP~RTANT**FURNISH A COPY OF T1115 DESIGN TO THE INStALEATION f.Q NiRA CTOR. ITN BCG. INC. SIIA LL NOT COMFORMANCE NIiH y 1 ~ 1 /` R pC LL IJ 10.0 ~` PJF A L P I N E BE RESPONSIBLE FOR ANY pFVIATION FPOM TIl(S VESIGN; aNY FAILURE TO BUltp THE TRU55 IN TPt: OR FADRIC.AifNG. HANDLING. SHIPPING, INSIPLLING b BRACING OF TRUSSES. CONFORMS WITH APPL ILABLF PROVISIONS OF NUS (NATIONAL DESIGN SPEC. flY AF bP A) Al10 TPI. TIN BCG STEEL APPLY V A STATE OF A ~~ w x•~ ` TOT L D 4 7 0 P S F . L DESIGN CONNECTOR PI ATES ARE MAUE OF 20/18/7FGA (H .11/SS/K) ASIM A653 GR PDE 6GJ60 (N. K/M.SS1 G POSITION PFR ORANINGS 150a Z- i111S OE SIGN .*. ~ O ~1~ ~ ~~ ,^ , PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTriERNISE IOCAIFO ON ALL BE PER ANNEX A3 OF TPI]-2002 SEC.1. A SE I. ON T111S ~ ~ ... ~ S b D U R . F A C . 1 . 2 5 ANY INSPECTION OF PLAIFS FHELDNED BY (1I SH NCE GF PR(Il CSSIONAi. ENf,I NFFRING RESPONSIBILITY SDI FLY FOR lHF TRU55 COMPONCNT Y )F TIiF C PT V S~OAIAL~~ "_ _ , ~~BI//~di(ig ~m~nEn($G(OUF/,nC. F1 33844 {-ialI1CS C FLC~ 78 ~ ~ A E pRPH[NG INUILA TFS AC DESIGN SHOWN. THE SUIIAB II ITV AND USf DF THIS f. TMPONENf FOR ANY BU ILU[NG lS THE R[VPDNSIBIL I flUIL1~ -_~.GNLR P` ~ TP, T .. ~ ~w,. ;. .:;,; , + u 1 ~ ~IN~ T~O ~ Scale =.5"/Ft. REF R 151-- 8703 DATE 08/20/08 DR W HGUSR151 D8233D54 HC-ENG SSB/AP SEON- 2078 FROM Ron JR~- 1TK~' - ZOl ~,~.:. ~,~. w- fir, St ~t~antic g~h, FL 371-373 qth 005 ;hord 2x6 5P ~1 Dense Mona Girder) T9a chord SP #2 N 1.25) Wells 2x4 DUR.FAC•- 6.00 25 Ito ATE 23 pLF at 6.00 ;,I AL LOADS DUR.FAC.=1p.00 l0 PLF _--(LUMBER pLF at 0.00 to _ From 10 PLF Load at 1.48 Fr 693 LB Conc• Load at 3.48 353 ~g Conc. Load at 5.48 . _ 263 MWFRS pressures. pried on L 360 total load. ,ind reactions Deflection meets L(4$0 live and 2X4(Al} ecting ~o To, corm The loading components designer. Located Trusses or the truss accura y• D2. CLOSED bldg. mod~f~ed by ificatlon for hgt ASCE 7 requires ver ft mean Wind TG DL=3.5 psf, wind B 120 mp h Windroof'4CpGCpi( ~X)-0.18 anywhere Iw=1.00 Wind pressure. pL~-5.4 Psf ' not exposed to pURLl END ~FT~ vertical DR RIGID C S~ARj(FT~E 6.00 Right end PANELS STRUCTURAL OC} 0.15 IN LIEU OF SPACIN~~1N CHORD BC 2x~ u~ 3.4 3 ~17-7 6 p=350 ~ R - p Over 2 supports R=695 _ 6-p 3 '2p•p Psf ~,,~~-'~ pTY :l FL ~ 1 U=42g W=3.5" T C I"R 7 .0 P SF R=812 STD) ~FBC ~ .3y .D DL 2002 ~ 1p ~p~ N TC 0 PSF i n Crit: TPI"RT=1•pp 1'25 ANU4RPCING. ~ ...5,.~+~~ 1p n Cqi ~~' +i BC pL PSF p e s 7 SHIPPING. SNSP{A(EN INST ILUTE• F pO ~ MANDLTµG. iP[ (S RU- AMERICA' UNIF SS 61~I~ \ L • D TRUSS GOUN4 Ll. °FUNei1O115 SHALL NAVt ~> ~O• '~ 1 QC LL O P~` IN Fn4AIlAitON• pURLNOIODD 4t ENORU 7S V iMES CARE INFORMATTON1~uTCA t BOEIUM S E%iREnESAFETY pµp TO PI RE URMING $ REQUIRE VA. 223TM11 DR NELS ANU sy :- '~ ~~+« TRUSSES CtIGES PRL T ~~ ~~ T TYP Wave ..y~nRN LO 4GSl (g SUITE 1t 2O.M AO EE ANDRI FOR SAFETY PATTAGIIEU STRUC FURAL PA SM ALI NOT . -- Y 537 t5) tTH 4CG. INC~ ylE iH F AC ~ 2~ 11 VE P °PERL REf ER 4TRFf C. TSON. NI A N ONTRA<;i OR. I r MF DRM aNC ~ :~ I P L NUR lH LEE LANE MAO SHALL R µ O SS G ATlON C T TEfF U l 8s, rL {{,Of • ~ D 4 • p TED TOP CUU ED LIRG. ENTERPR SFE INDICn 0.7 GID G TO TUE iNS iLt _ TPL TPP ANY FA1 URE TU BUI LU GI MEPNI ATLACUED S DESIGN TRUSSES NY AF dP A) A nLV' ST ~NLS A IGMA" z ~S,~jON~ ~~ ~" ~INt r,~ ; P pRUPERLY DOPY OF 1111- pES7GN: ACING OF AOIGO lN• xIN •SSIN GE iMlS UE SI GN SPE t N GRAS G U npeNENr '(ANT'F Fp IRAµy 1ItEVlAt iON FROM _SI ALL SN ~N ATfl ONAL K) ry ON TnIS DF Sl GN. 5O CL TS NS AC(1 IN nG5O GR AO4 _ *>LMP OF NG: yuseine. ND. ASTM >T nL v tRLE IIANDLl PRpVI5VON5 OF Dy TPI 1'2002 Y FOR tUE iP BE RESPUNS N1551 LOCATED Oil iRil i OR FP4RI. ESPO S ~ Ang LATIN ~~ APP LIfnU 2°7TBITFGA IN' ANNEX A3 SOLEL IUC 0. N UE, ~1GN C°NF I PN ESN Ii II MA iRU tS ANU. RYN ~E T55H p1 LFNfiI NE L.F iNG RE 54 ON Ny4 Rll 11 UlNG l5 a1 PINE NE Ct UR FEE Ot UIU FOR A CON ~ FACH IA-^, .FFS SULLO _. nR OFEGtiIONPl NjS GOMPO NE NI ~.. _,5,1 Ft. scale 8?0~ --- REF R151~- 20 08 ppTE 08~ ~ D RW n~U5R151 08233057 NCENG SSB~RE~ 23102 SEO~- E ROM Ron Zpl) ,,~ 1T K }, __~` x .~ µ ""mil ~x IH1] UWU YHtYAKtU hHUM I,UMYUItH 1NYU1 (L VAU] d U1MtfN]1UNJ) ]UtlM111tU tlY IKU]] MYH. (SP8 005 371-373 4th St Atlantic Bch, FL T10 Gable) Top chord 2x4 SP ~2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP ~2 N Roof overhang supports 2.00 psf soffit load. Truss spaced at 24.0" OC designed to support 1 4 0 top chord outlookers. Cladding load shall not exceed 10.00 PSF. Top chord must not be cut or notched. Deflection meets LJ480 live and L/360 total load. 4X4= 0 0 4 120 mph wind, 18.39 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. See DWGS A12030EE0207 & GBLLETIN0207 for more requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 8.85 ~i 1. 5 X 4 111 -l 6 3X3 3X3 1.5X4111 ~17 7 6 2X4(Dl) = 1.5X4111 1.5X4111 1.5X4111 2X5(A1) = --2-0-0~ 1 0 6 6 9 4-6-0 _I_ 2-11-1 _I, , ~1 9-0-0 Over Continuous Support ~ R=129 PLF U 110 PLF W 9 0 0 Design Crit: TPI-2002(STD)iFBC L/-/3/-/-/R/- Scale =.5"/Ft. F PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0 Y:l **NARNING"* iR115 SES RE O111 RE E%TREME CA RI IN FABRICATION. HANDLING, SHIPPING. INSTALL LNG AND BRAC,I NG. / ` T C L L 2 0 0 P S F R E F R 1 5 1 8 7 0 5 RF FER TO RCST (RVIED[NG COMPONENT SAFETY INFORMATION), PUBLISNtD BY TPI (1 RU 55 PLATE INSI ITUTE. 718 . NOR 111 LEE SINFEi. SUI iE 312, AEEXANOR IA. VA, 22314) ANp Vit [A (HOOD TRUSS COUNC II OF AMI RICA. G3OO ENTERPRISE LANE, Mnp]SON, WI 53119) f'OR SAFETY PRACTICES PRIOR TO PRRFORMING THESE FUNCTIONS. UNLESS S ANp BOTTOM CHORD SHALL NAVE RA ANE wV ~\ ~`1 •••~ ~• T1J DL 7 0 PJF DA I E O"/2D/OT+ L P L G THERNISE INDICnTEp TOP CHORD SHAIt HAVE PROPERLY ATT ACItEp STRUCTU A PROPERLY ATTACHED RIGID CEILING. : No.62212 ••~ BC DL 10 .0 PSF DRW HCUSR151 08233055 A L P I N E **IMPORT/1NT**FURNISH n COPY OF THIS DESIGN TO tHE INSTAL CATION CONift ACTOR. ITH RCG. INC. SHALL NOi HE RESPONSlBIF TOR ANY DEVIAl1ON FROM 1HIS DESIGN; ANY FAILURE 10 RDILD THE TRUSS IN C,OMTORMANCE Ni1H INSTALLING 0. BRACING OF TRUSSES H SHIPPING {~ ^ i ~ i~ • ~ (` B 1. L L 1 0 . 0 P S F H C E N G S S B/ A P . , 1Y 1; OR FABRiCATT NG. ANDLING. DESIGN CONFORMS NITH APPLICABLE PROVISIONS GF NDS (NATIONAL RESIGN SPEC. RY AF6PA) ANp TPI. ITN RGG f,ONNEC tOR PLAIES nRE MADE Of 2O/18/16Gn (N,H/$S/K) nS1M n553 GRA U[ 40/50 (H. K/H,SS) GnLV. STEEL. APPLY ION PER RRAWINGS 16 OA-2 POSI S D IGN .q ; STATE OF /~ P ft ~• ~~ J~l TO T . L D . 4 7 . 0 P S F S E 0 N - 2 0 3 9 ~~B(III(IIIIQ CORI(W(/B(it$GIDUP IAri. . . ES T PLAIFS 10 EACH FACE OF TRUSS nND. UNLESS OTHERWISE 1.0 CATER ON Tf11 ANY INSPECRON OF PLATES ROILONFO RY (I) SIIAII. BE PER ANNEX qR OF iPll-)002 SEC.3. A SE AI. 0A TH15 pR AWING INDICATES ACTFPIANCE OF PR OT ESSIONAL FNG[NLf RING RCSPONSIB[L ITV $OLELV FOR tHF TRUSS COMPONENT • O ~~~ / ~ C~•l• ,,,~~~~ w• ~/ OU R. FAC. 1. 25 FROM Ron u91i1C$ 1.y~~ FT 331344 FL r:7g ~ Cam., > DC SIGN $HRNN. THE SUtTABILt TY ANp USE OF THIS C0MP0NE NT i0R ANY RUII.DlNG IS IHE RF SPONSIR II IiY 0Y lIlk BH, ~1 4 IGNFR Y~.;.. TPI , ~ ~:. ~ _. ~ ~ ~ QN Au ~ ~-- CIN(~. 4 .0 ~: J~, 1TK~ ZOl~_. , IHtJ UW~ YKLYAKtU YHVH I,UMYUILI< IIVYUI (~UAUJ 5 U1MtWJ1UNJ) JUtlM1iItU tlY INUJJ MY K. (SPS 005 371.373 4th St Atlantic Bch, FL T11 Common) lop chord 2x4 SP ~2 N Bot chord 2x4 SP ~2 N Webs 2x4 SP {~2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CNORD SPACING (IN OC) START(FT) END(FT) BC 105 0.13 8.85 4X4= 2X 120 mph wind, 18.55 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )-=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~ 6 6 (~ ~17 7 6 4(A1) = 1.5X4111 2X4(A1) ~ 4-6 0 I 4-6-0 J 9-0-0 Over 2 Supports ~ R=413 U=159 R=572 U=271 W-3.5" Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35. OTY:2 FL/ /3 - **WARNING " TRUSSES REVUIRF F%tREMF CARE IN FABRILA170N. IIANDL[NG. SHIPPING, INSTALLING ANO GRACING. T C L L REFER TO pf.Sl (BUII DING COMPONENT SgFETY INFORMATION), PUBI.ISHEU RY TPI (TRUSS PLP TE INSTITUTE. 21A ~ 1• NORTH LEE STREET. SUITE 31?. ALEMANORIA, VA, Z2J14) AND NI f.A (WOOD TRUSS GOU Nt;IL OF AMERICA, 6300 (~ /~ ENtERPRISE LANE. MADISON, 411 53719) FOR SAFE fY PRACTICES PR ION TO PERFORMING THCSE FUNCTIONS. UNLESS ~••\~ • C •~~~ Tl. D L OTILE RH IS f, INpICAIFp TOP CUORO StIA I_L HAVE PROPE RIY ATTACIIED STRIIC TURAL PANELS ANO pO1TOM CHVRp SHAL1 NAVE A PROPERLY AtinCHED RIGID CEILING. ~'• No.b2212 •'~ gC DL *'IMPORTANT"FURNISH q COPY OF 11115 DE SIC,N TO LHF INSTALLATION f.ONTRACiOR. ITN BCG, INC. $Ilgll. NDT A L P I N E BC RESPONSIBLE FOR ANY pEVIATION FROM MIS pESIGN; ANY FAILURE 10 BUILD THE TRUSS IN COMTORMANCE Niill l[ ~ ^ C L L - TPI; OR FARRIC AT[NG, tlnNUt LNG, SHIPPING, {NStALLING 8 BRACING OF IRUSSF S. LJ DESIGN CONFORMS WITH nPPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. IiW pCG ~•~ STATE OF j f,O NNF f.i OR PLATES ARF MADE OF 70/18/16Gq (W,H/SS/K) ASTM AGpJ GRApE 40/50 (N. K/H, SS) GALV. STEEL. AP PIV /~ T 0 T . L D . PLATES TO EACH FACC OF TRUSS AND. UNLESS OiNERNISE LOCATED ON THIS DESIGN. i'OSITION PCR DRAWINGS 160A2. ~~•~^~ OR1~P ` nNY INSPECTION OF PLATES FOLLONEO HV (i) SHALL BE PLR ANNE% n3 OF FP II-2002 SEC.3. A SFAC ON THIS SS~~NAk ~6 D V R F A C . 171N Building Compio~nTTents pG,rLoLUp lnc. DRAWING INDICAITS ACCFP TANCE OF PROFESSIONAL ENGINLf RING RF SPONSI BILIIV SOLELY FOR UHF 1R 1SS COMPVNFNi u- H31nC3 C IV. FL 33044 pESTGN S OWN. TH( SL ITABIL TiY AND LICE 0T THIS COMPONENT FOR ANY pVILDING IS THE RCSPONS19I1 IiY OF 111E pull •°` ^~`If.NFR P •~~'iPI 1 ~ ~ ~ Aug • C I N R/ - Scale =.5" Ft. 20.0 PSF REF R 151-- 8706 7.0 PSF DATE 08/20/08 10.0 PSF DRW NCUSR151 08233045 10.0 PSF HC-ENG SSB/AP 47.0 PSF SEON- 2032 1.25 FROM Ron ^4.0~ Jf~f" 1TK~ -" _ZO1~ (SP8 005 371-373 4th St Atlantic Bch, FL T12 3'5" SB flips) Top chord 2x4 SP {{2 N Bot chord 2x4 SP #2 N Webs 2x4 SP "2 N SPECIAL LOADS - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 56 PLF at 0.30 to 56 PLF at 3.79 TC From 56 PLF at 3.79 to 56 PLF at 5.96 TC From 56 PLF at 5.96 to 56 PLF at 9.37 BC From 94 PLF at 0.00 to 94 PLF at 0.26 BC From 40 PLF at 0.26 to 40 PLF at 9.37 PLT 61 LB Conc. Load at (3.85,19.63), (5.89,19.63) PLB 50 LB Conc. Load at (3.85,17.65), (5.89,17.65) Wind reactions based on MWFRS pressures. 4X4= I H1J UWU NttEYgKtU FNUM I,UMYUItK 1NVU1 (L VHUJ 6 U1MtNJ1VNJ) JUtlM111tU tlY IttUJJ Mttt. 120 mph wind, 18.80 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi({/ )-0.18 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) BC 105 0.00 9.25 Deflection meets L/480 live and L/360 total load. 5X7= ~ ~ 1776 3-9 7 _I_ 2-2-1 R=664 U=286 9-4-8 Over 2 Supports -5-0 R-694 U=299 Design Crit: TPI 2002(STD)/FBC PLT TYP. Wave Cq/RT=1.00(1.25) 10(0) 7. *"WARNING** TRUSSES RE pUIRE f%tRE ME f,ARE IN 1'ABRICATION, IIANIIL ING. SHIPPING. INSTAL LING AND BRAGING. REFER TO SCSI (BUILDING COMPONF NT SAFETY INF ORMAiION), PUBLI SHED BY iPl ((RUSS PLATE INSTITH IF, 218 NORTH LEE STREET, SVI1C 312, ALE%ANDRIA, VA, 22314) AND WTCA (WOOD FR USS COUNCIL OF AMERICA, 6300 35.00. ~ , ~ \ • A~ • :1 F T C L/-/3/ L L /-/ 2 0. R/ 0 - P S F Sca R E F le =.5"/Ft. R 1 5 1 8 7 0 7 ENTERPRISE LANE, MADISON, WT S3]]9) FOR SAFETY PRACTICES PRIOR TO PFRF ORMING THESE FUNCTIONS. UNLESS DiHERWI S(- INDICATED i0P f,H ORD SHALL HAVE PR OPE RI.Y ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGJD CEILING ~ ~:i • ~: ~•v~ T C D L 7 O (` P J F [ D A T L ~J p 0 8/ L a/ O V L P I N E . ~"jP')P ~R TANT"*FURNI SII A COPY OF THIS DESIGN TO IHE INSTALLA iION CONTRA f,TOR. IIH BCG. INC. SI{AIL NOT BE RESPONSIBLE COR ANV DEVIATION fROM THIS DESIGN; qNY FAILURE TO BUILD THE TRUSS IN COMFORMANCE WITH TPI; OR FABRifgT[NG, HANDLING. SHIPPING, INSTnLLING R BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS (IF NOS (NA iIONnE DESIGN SPCC 9Y AFBPn) AND TPI ICW BCG C • Q. V * ~ 1 7[ STATE OF y 7~ BC (~ B 1. DL L L 10. 1 0. 0 0 PSF P S F DRW H C E HCUSR151 08233046 N G S S B/ A P . . f.ONNE CiOR PLA ILS AftE MADE OF 2O/18/16GA (W.H/SSjK) ASTM AF53 GRADE M1O/fiO (N. KJH.SS) GALV. SiE FL. APPLY PI AIFS i0 EnCll FACE OF TRUSS qND. II NI FMS OT HERHISE LOCATED ON THIS OESIG N. POSITION PFR OHAWINGS 16OA-Z. ANY INSPECTION UT PLATES FOII HF A ~••~~^~ 1~ f VVj~ • OO'D T~_~ r l T 0 T L D 4 7 0 P S E S E A N 2 0 5 1 I7WBuildin Com nentsGrou ~nC. 9 ~ P e$ c~~r~ r~ 3384 ~Ta~ O D BY ~ SHALL B4 PER ANNE% A3 OF TP(1-2GO2 SEC.3. A $F AL ON IRIS DaAWING INUICA TES ACIEP TA NC.E OF PROF CSSIONAL FNG [NtEHJ NG RE CPONS Ifl II TTY SOt FLY FOR IHL TP IISS COMPOHE NI DESIGN SH O41N. IHE SIIIiAB1 Ll1Y AND USF OF THIS fV11PONENT FOR ANY BU II OTNG IS THE HF SPONSIBIL ITV OF INF \ cs^'O~ ~ ~~~ a- DU B. FAC. 1 . 25 FROM Ron r F ~Q 1.C~ 78 ~: BDIE~ IGNFa I~ - TPI I ~ ~ ~ _ ~ ~ ~ ~"ug ~ !~ CIN(~ -4 .0 ~ U~ 1TK)~ ZO1~ 2X5 (D1) = 3X5= 1.5X4 III 2X5 (Al) _,~ ~ ~~ '~,. ~.. ~_ I H1J UWU NKtYAKtU FKVM I,VMF'UItK 1fVYUi (LUAU) 8 UIMtNJlUNJ) JUMMIIItU UY IKUJJ MYK. (SP8 005 371-373 4th St Atlantic Bch, FL T13 Common) Top chord 2x4 SP {{2 N Bot chord 2x4 SP ~f2 N Webs 2x4 SP ~/2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CNORD SPACING(IN OC) START(FT) END(FT} BC 87 -0.30 6.95 2X5111 3X5= 2X4(A1) 4X4= 1115 R=346 U=145 120 mph wind, 19.09 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. Iw-1.00 GCpi(~i }-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 Iive and L/360 total load. 6 4X4 6 1776 I 2-10-7 I 4-6-0 ,I 7-4-7 Over 2 Supports J R=359 U-144 Design Crit: TPI-2002(STD}/FBC PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0 OTY:1 FL -/3/- -/R - Scale =.5" Ft. **WARNING** TRUSSES RE GIII RE E%TRE ME CARE IN FABRICATION. HANOI INf., SIII PPING. INSTALLING ANU BRACING. ~ ' T C L L 2 0 0 P S F R E F R 1 5 1 8 7 0 8 REFCR TO BC51 (BU7LD[NG COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRl15S PLATC IN STI TIITE, 218 .• GG ~ • . NORTH LEE STREET. SURE 312, ALE%ANDRIA, VA, 2231A) ANO NTCA (MOOD TR115S COIINf.II. 04 AMERIf,A, 6300 ENTERPRISE LANE. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNC11ONS. UNLESS ~`r*~ ` •~~ TC DL 7 0 PSF DATE p/ / O S 2 O O S OTMERNISL INDICAIEU TOP f.HOkO SHALL. HAVE PROPF RI.Y nTTACHEO SiRUCfURAL PANELS ANp BOTTOM CHORD SNALI NAVE A PROPERLY ATTACHED RIGID cEtLING. ~;• 0.52212 '~ BC DL 10 .0 PSF DRW CUSR151 08233047 B A L P I N E **IMPORTANT**FDR NI SlI A COPY OF THIS DESIGN TO THE INSTALI AfION CONTRACTOR. ITW BCC. INC. SHALI NUT RE RESPONSIBLE FUR ANY DEV IA T[ON FROM THIS DESIGN; ANY FAILURE TO BUILD TIIE TRUSS IN COMF DRMANCE WITH INSTALLING E BRACING OF IRUSSES IN SHIPPING • ~ ~ ~ B C L L 1 O . O P S F EJ IIC - E (, p N `^ S S U / A P _ , 1PT: OR FABRICATE NG. IfANDL G. DESIGN CONFORMS WITU APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. RY AFBPA) AND TPI. ITW DCG f,ONNF f,T OR PLAIFS ARE MAUF OF 20/IB/1fiC,A (H.N/SS/K) ASTM A653 GRADE 90/FO (W, K/11,55) fALV. S1EF L. APFLY CR DRAWINGS 16OA-1 P N /~ ~ : STATE VF ~~ ~/ ~•~• P 1 .~[. T O T . L D . 4 7 . O P S F S E Q N - 2 O 6 5 LPN BUI~dIlIJ Cv(Ii()DI12l/fs (jIIDU(7 ~fIC. . OSITIO P PLATES TO EA(.II FACE OF Ift USS AND. UNLESS OTH ERNISE LOCATED ON THIS DESIGN, ANY INSPE f,11ON UT PL IFS FOLL OWLO NY (i) SHALL BE PER ANNE% A3 DF TPII-2002 SE C.3. A SF AL. UN THIS DRAWING INDICATES fCEF TANCE OE PROFESS LO NAI ENG[NEFRING RF SPONSIB II ITV SOLELY FOR FHE TRUSS COMPONENT . OR10 C -) ~1_ ` ss~o ~a ~'~ DIIII F A ~ ll fl l 1 2 C J FIB O M R R 0 n Hal {n--e5 ~n+ F.r ^~fp~pAA C .: /OOY'f~ = I'1 DF SIGN SHOWN. THC II TABU ITV ANp USF OF THIS COMPONL NT FOR ANY BUII.UING ISE THE RESPONSIB II IiY OF THE HuIL~•~_ ~_.. ,c NER v '~~Trt I ~~. ,°; '::. ~ __.. A ~.. ~.. . ~. ~U ~.. _ ~._ ' ~.IN~ 4 .O ~.J-L ~~:T <]~ ~/ 1T1~~ ~Ol~:..di:.;-: ._ , . s.. ~; , .. ~ ~ .. ~ ~. ~, ~ ~. ~-, ,~. ~ ~ ~~ _~ ~ ~~~,.~ ~,.,U~.,a. ~. ~~,._,. ~„~. ~,~.~.~..~ ~... ~.. ~~. IHI.J UWU V'HtYgHtU hKUM I.VMYUItH IINMUI (LUgUJ 6 U1MtNJ1U(V J) JUtlM111tU tlY IKU~J MtH. (SP8 005 371-373 4th St Atlantic Bch, FL T14 Common) Top chord 2x4 SP ~2 N Bot chord 2x4 SP /j2 N Webs 2x4 SP ~2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (E T) END(ET) gC 63 0.30 4.95 1.5X4111 2X4(Al) 4X4= 2115 R-251 U 121 6 ~ F X 4 111 120 mph wind, 19.09 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+J )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. 6 1776 1 .5 X 4 111 0 to z 1 i 4 6-0 ~I ~-- 5-4-7 Over 2 Supports R~=263 U=87 Design Crit: TPI-2002(STD)iFBC " /Ft. PLT TYP. Wave C /RT=1.00(1.25)/10(0) 7.35.00. OTY:l FL/-/3/-/-/R/- Scale =.5 •XWARNTN~~• TRUSSES REQUIRE E%iRFME f,ARE IN FABRICATION, HANDLINf„ SHIPPING. INSTALLING ANO BRACING. C / ` ( T/` I I 2 O O P C F 1. L L J R[ F Il 1 5 1 8/ O 9 L f~ 1 RFL ER TO RCSI (BUILDING COMPONENT SAFETY INFORMA T[ONI, PUBLISHED RY TPI (TRUSS PLATE INSTITUTE, 21H N OR T11 LEE STREET. SUITE 3L2, ALE%ANpRIA, VA, 22314) AND NTCA (WOOD TRUSS COONCIL OF AMERICA. 6300 S ~ • •\ /~ ~` T [ R p D / ~ D O S ENTER Pft ISE LANE. MADISON, NI 53)19) F00. SAFETY PRACTICES PRIOR TO PERFORMING TIIESC FUNCTIONS. UNLESS ~ ~ : T C D L 7 O P J F D A I L " / 6THFRU ISE INDICATED !OP CHOP.p cH Al.L HAVE PROPERLY AiTAf.UED STRUCTURAL. PANELS AND BOTTOM CHORD SHA LC HAVE ERIY ATT"`RED R,GID CEILING P v •' ~ USR1 . " RQP 0.5221 : BC DL 10.0 PSF 51 oaz33o4a DRW nC "*IMPORTANT'*F URNISH A COPY OF THIS QE SIGN i0 THE INStnLLATION CONIRgCTON. ITN Bf.G, INC. SHA t.L NOT u y if 0 PSF L 10 BC HC-ENG SSB/AP nH HE RESPONSIBLE roR ANV oevlnneN rROM THis °ESIr,N: ANY FAILURE ro Runo THE reuss IN convorsnnxcF R ES . L ALPINE USS . TPI; QR FABRICAi3 NG, HANDLING. SHIPPING, [NSTPLLING 6 BRAC IN6 OF 1 OF SIGN CO Nf ORMS WITH APVLICABLC PROVISIONS OF NDS (NATIONAL OE SIGN SPf C. BY AFBPA) AND TPI, ITW BCG A '• STATE OF L D 4 7 0 P S F TOT S E Q N 2 0 6 0 fONNECIOR PLAiCS ARE MADE OF PQ/18 /1fiGA (W,H/SS/K) AS TM AGG] C.R AQ F. dQ/fi0 (N, K/I1. 55) GALV. SIFEL. APPLY //.~ 4~ 1-I ( ~••• I~l . PLATES i0 EACH FACE OF TRUSS nNO. UNI FSS OTHERWISE LOCATEQ ON THIS DESIGN POSITION PtR DR 4INGS 1GOA-2. N 11115 . . O R1OPf~ v •`l ' ` N ~ y~ w ~~BUI~(lflfl9 Col17(1o(lffi[5 GlO(IP IAy. ANY INSPECIIQN OF PL TES f01 LOVED NY (II SHALL B[ PFR ANNCX A3 OF TPfI.20Q2 SF C.T. SEAL O DRAWING INDICAICS .CEPIANCE QC PROFESSIONAL ENGLNFFRI NG RESPONSIBILITY 501 FLV FOR lUF TRII S I,QMPQNL Ni c~ •• N••~~\\ ~ [ 12C DUE] 1 A/ IA 1~ J , FROM ROIL winesCy .~~~>788 ~oA - FL Ct~ ,- DE SIf,N SHONN. 111E SUIiABfI IiY ANQ USE Qh III15 COMPONENT FOR ANY BIliLU1NG IS TNF RE 4~ONS19TLIIY OF THE BuIL~ .,., :GNER ~>>.~ IP, I ~- ~-~, <~ ~....; ~ - ~~ .:_ ~ Q1111l1 .~~Au ~__ CIN(~ "'4.0~ JI~_ 1TK~ _Z01~tiz>; . , C .. ~ `: ~, . ~. IH1~ UW~ NWGPAktU FKUM I,UMPUICR 1NF'UI (~VAV~ 75 UIMtNJIUIVJj ~Ut5H111tU MT tnN» (SP8-005 371 373 4th St Atlantic Bch, FL J1 1' CJ) Top chord 2x4 SP {~2 N Bot chord 2x4 SP $~2 N Roof overhang supports 2.00 psf soffit load. TIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING _U SE PURLIEND(FT) li CHORD SPACINGO(IN OC) START (F T) BC 0.15 1.00 6 2X5 (A1) ~-2-0-0~ 120 mph wind, 15.00 ft mean hgt, ASCE 702, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind QC DL-5.0 psf. Iw°1.00 GCpi(i/ )=-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and LJ360 total load. R=-102 Rw=107 U=126 8 8 3 0 I O 3~ ~~818 R= 30 Rw=44 U=46 1 0 0 Ov~r~PParts R=351 U°230 W=3.5" PLT TYP. Wave Design Crit: TPI-2002(STD)/FBC Cq/RT=1.00(1.25)/10(0) 7.35.00 **WARNING** iRIISSES REQUIRE E%TREME CARE IN FANRI CATION, PUBI[S11E0 BY STPtPT(TRU55 SP IAAIFi NINS NIITU RE CI218 REFER TO BC SI (BUIL DIN6 f,OMPONENT SAFE iY INFORMATION), `/ NOR TII LEE STREET, SUITE 312. ALE %ANORI A. Vn. 22374) ANO NLCA (WOOD TRUSS COUNCIL OF nMCRIf.A, F300 _A• ENTERPRISE LANL, MADISON. WI 53]191 FOR SAFETY PRACtIf.ES PRIOR TO PERFORMING THFSE (UNCTIONS. UNLESS r~.: OTHERNI Sf INDICAlEO TOP CHORU SHALL HAVE PROPERLY ATTACHED SiRUC1URAL PANELS AND BOTTOM Cf1DAD SN AI.I NAVE A PR 01'E RLY AFTACHFD RIGID CEILING. A L P I N E ~8111j(jl/1(J CpinpphE(I(S Ci/OUP jnG . ~' I]?i Fl.. ~f., GI 17004,.:: **jMP(1R TANT**F UftNI SII A COPY OF iIIIS pE SIGN 10 THE INSTALLATION CONTRACTOR. ITW BCC. INf,. SHALL NOi BE RESI'ONSIBLF FOR ANY DEVIATION FROM 1D35 DESIGN: ANY FA IIURE TO BUILD THE TRUSS IN GOMFORMANCE WITH IP1: OR FABR{GATING, ttANDIING, SHIPPING. INSTALLING 8 BRACING OF iRLISBE S. 0ESIGN I:O NI ORMS HI TH APPL ICABIF PROVISIONS OF NDS lNA lIONAL DESIGN SPLC, BV AT RPA) AND il'I_ [TN BCG CONHF CIOR PLATES ARE NADE OF 20/IB/1fiGA (W.H/$S/K) ASiM A65] GR Apf M1DJGU (N K/M,S51 GALV. STELI. APPLY PI AiES TO EnCN FACE OF IRU SS nNU, UNLESS DTHERWi ST IDCnTFD ON THIS DESTf,N POSITION PER DRANINGS 1C.OA Z. ANY 1NSPE CTION OF PLATES FDILONEU DY (11 SHALL BF PFR ANNEX A3 QF TPII-2002 SEC.3. P SL AL UN i111S Df SIGNG SNONNCAlES iNFC SUITAB(~I~Y A~DF USFIONATHISGCQMVUNFHIRF OROANYB Bi11 LUNG 11F L THEORF SPONSI9I1 ITOHGONTHE RUIL~. IGNFR ~ ...TPI 1 ~ ;. ~ ~, :..., 1... ~ R I A~ Au ~~8 0TY:1 0 FL/-/3/- -/R/- °~y TC LL 20.0 PSF ~ ~~ EN d' .,; TC DL 7.0 PSF v No. 52212 *°~ BC DL 10.0 PSF * :* BC LL 10.0 PSF STATE OF ~ TOT.LD. 47.0 PSF OR1 Q•' ~FL ~ ~ v~ ' ~ S~ONA1 DUR.FAC. 1.25 . ~~ ~- ~..,.~,CIN(~. 4.0~ Scale =.5"/Ft. REF R151-- 8710 DATE 08/20/08 DR W HCU SR151 08233049 HC-ENG SSB/AP sEON- 2002 FROM Ron Jf~,~„<;_ 1TK~ ZOlI I H1J UWU YKtYAKtU KN.VM t,VMYUI[K INYUI (EUAUJ d UIMtNJ1UNJ) JUtlM111tU tlY IKUJJ M~K. (SP8 005 371.373 4th St Atlantic Bch, FL Jla 2'11"4 EJ lop chord 2x4 SP ){2 N Bot chord 2x4 SP ~~2 N Roof overhang supports 2.00 psf soffit load. 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL 5.0 psf. 1w 1.00 GCpi(+/ )•°0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END (F T) gC 34 0.15 2.94 Deflection meets L/480 live and L/360 total load ~~9 7 13 R=43 U-45 6~- 1913 8 1 8 R=37 U 9 2X4 (Al) -2-0-0-~ 2.11-4 O~eP13 Supports R=324 U==134 W =3.5" Design Crit: TPI-2002(STD}JFBC ale =.5"/Ft. PLT TYP. Wave C /RT=1.00(1.25) 10(0 7.35. QTY:1 FL -/3 -/-/R/- Sc **WARNING*' TRUSSES RE OU IRE E%TREME CARE IN FABRICATION. HANDLING. SHIPPING. 1NSTALI.I NG nND RRACING. ~ / ~/` 1 L 2 O D f1C F L 1" J 1 [ O 7 l l 1 1 R E R 15 REFER TO SCSI (0111 LDING COMPONENT SA Ff IY INFpRMAiIDN). PUHI.I SHED BV iPI (1RU55 PLATE INSiI iLITE. 218 A, www E . U 1 I NORTH LEE SiRFEI. SUITE 311, qLE%ANDR IA. VA, 22314) ANU NiCA (N00p TRUSS GOUNCIE OF AMERICA, G300 Ns+ • ~ ~ :'~ ~C ~ /` (` (~ ENTERPRISE LANE, MnDI SON, WI SJ]19) FOR SAFETY PkACTICES PRIOR 10 PERFORMING THESE FIINC TIONS. UNI ESS MAYS PROPERLY p[IaCHEO StRUCTURAL PANELS ANp BOTTOM CHO RO SHALL HAVE T HV RWISE INDICATED TOP CHORD SHAT t , ~~ V • T C D L 7 0 P J F D A T E 0 8/ 2 0/ 0 8 . O n PROPS RLV ATTACHED RIGID CEILING '~ Na 62212 ~~ . ~ . BC DL 10.0 PSF DRW HCUSR151 08233050 '*IMPORTANT**FURNISH A COPY OF il115 DESIGN i0 THE INStALI ATION CONTRACTOR. ItW BCG, INC. SHALL NOT OMFORMANf IN f E Wlili T BUI THE IR(I ~ 0 P S F B C L L 1 0 H C- E N G S S B/ A P A L P I N E , , O LD SS HF RESPONSIBLE FOR ANV DEVIATION FROM TII[S DESIGN: ANY TAIIIIRE ING DF TRUSSES INSTALLING 3 BRAf SHINNING OR FnBRICATIN HANDLING TP1 ~ • STAT . . , . : . G, DESIGN CONFORMS WITfI APPLICABLE PROVISIONS OF NUS (NATIONAL pESIGN SPEC. BY AFBPA) AND IP1. Ii41 BCG CONNECTOR PI AiES ARE MADE OF 20/l8/1fiGA (W.tl/SS/K) ASIH A553 GRAD[ AO/GO (W, K/II, SS) GALV. S1F EI.. APPLY N ER DR WINGS 16(A-Z I N P i ~ ~ E OF ~ 1QA w T~ ^~O TOT . L D . 4 7 .0 P S F S E A N 1 9 9 8 TW BUIIdlfig CiOmpollEll($rfroU(7 lnc. . , G OST iIO PLA TfS i0 EACH FACE DF tR USS ANp. UNLESS OTHERNISE LOCATED ON tIIIS pES ANY INSPECTION O( PLA FES FOLLOWED BY (1) SHALL BE PER ANNEX AT OF TPI1 7002 SEC. SE L ON THIS DP AWING INDICATES AC Cf PiANCE OF PRO4 ESSIONAL ENt,4 Nf F. P.1 NG RF SPONS[BIIITY S01 EL, FOR THE TRUSS C)M N[NT ~ R \ ~1({~O~A~-`~ t747 Er 'I DVR FA/` 1 2C 1. J L,~I FII OI•l ROn I~ ~...,~~aiFL..~~~~r?7884~.. - DF SIGN SHOWN. if1E SUITARILIIY AND USE Of THIS l'OMPUN4 N1 FOR ANY 6UII DING IS THE NL SPONS[DILI FY OE TILE BpIE~,:..:LG"FR ~.,.~.;;IPL 1 ... .. ~-i.; ,> ~, _,.: ~ ~~;..,.: ~ Aug - -~ ~a _,.. _ ~ CIN(~.. 4.0~,..;..-:. JF~._ 1TK~. _ZOl~,;~. ~. ~' ~.,, ~ -w ~~,~, ~, I H1J UItlU YKtNHKtU hKUM I,UMYUItK 1NF'UI (tUHUJ 6 U1MtNJ1VNJ) JUtlM111tU tlY IKUJJ Mh H. (BPS 005 371-373 4th St Atlantic Bch, FL J2 3' CJ Top chord 2x4 SP ~2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. 120 mph wind, 18.18 ft mean hgt, ASCE 7 02> CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(~-f )=0.18 Wind reactions based on MWFRS pressures. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) gC 34 0.15 3.00 Deflection meets L/480 live and L/360 total load. 6~ ~~1921 R=46 U=53 1 10 3 17 7 6 R °39 U=9 2X4(A1) X 3 0 0 Over 3 Supports_~ R=326 U=159 W=3.5" Design Crit: TPI-2002(STD}/FBC PLT TYP. Wave Cq/RT=1.00 1.25)/10(0) 7.35.0 QTY:5 FL /3/-/- R/- Scale -.5"/Ft. wf{~I~R N1 N(i** iR115 SES REQUIRE E%TREMF CARE IN FABRICATION, EIANpL ING. SHIPPING. INSIALI INf, ANO BRAG INf.. • ~~ I T C L 2 0 0 P S F Il C F R ~ 5 1 8 1 2 REFER TO BGSI (BfI1LDING COMPONENT SAFC IY INFORMnTION). PUNLI SIIEO BY 1P1 (TRUSS PLATE INSII TU TE, 218 •~ L (l L NMR TH LEE. STREET. SLIT iT 312. ALEXANURIn, VA, 22319) AND NTf,A (N 000 TRUSS COUNf,IL OF AMERICA. 5'}p0 ~:• ~` (` p p ENTERPRISE IANE, MADISON, NI 53]19) FOR BAFFIN PRACTICES RRIOR TO PERFORMING 111E SF II1NCiI0N5. UNLESS • ~'v~ T C D L 7 0 P J F D A T F 0 8 / ~ 0 / 0 8 OT HT RNISE SNDSCATEf) 10V C,N 0R0 SN ALL 11 AVE PROP(.RLY ATTACHED STRUCTURAL PANELS AND BOTTOM CIIURU SHALL HAVE A PROPERIV ATTncHEO RICtH cEn1NC. 0.5 ~Z BC DL 10.0 PSF DRW HCUSR151 08233051 ~'IMP~f2TANT*'F URNI SII A COPY OF THIS UE SIGN TO THE INSTALLATION CON TRA C,TOR. ITN BCG. INC. SIIA LL NOT ~ ~ ~' F,~r NF RESPONSIBLE FOR ANY UEVIAT ION FROM THIS UE SIGN: ANY FAILORF 10 HUILU THE TRII55 IN COM(ORMANCE 41 lH ' STATE OF B C L L 1 O O P S F H C - E N G S S B / A P A L P I N C TPI: 0R TABRECAIING. HANDLING. SHIPPING. ENSTALLINI; h flRACING OF TRUSSES. ~ ~. DESIGN CONFORMS NIIM APPLICABLC PHOV/SIONS OF NOS (NATIONAL DESIGN SPEC, NY AFBPA) AND TPI. IIW OCG ~~•• ^ ~~ T 0 T. L D 4 7 0 P S F S E 0 N 2 0 0 8 CONNECTOR PLATES ARE MAOF OF 20/18/LGGA (H,H/SS/K) ASTM A6S3 GRADE 4U/6U (W, K/H.SS) GALV. STEEL. AFPLY ~O R10-` PLATES TO EACH FnCE OF TRUSS AND. UNLESS OIHERN ISE LOCATED ON 1H15 OE SIGN, POSI110N 7FR DRANINGS ]60A-1. ~•~~ ~MM. Y•~`~ nNY INSPf CTION OF PLP TES FOLLOWED BY (T) SIIA LL NE VtH ANNFX A3 OF 1P[1-2002 SEC.3. A SEAL ON THIS S DTIE] F A ~ 1 2 5 F R 01'1 R ~ n (Tw BVi~dihB CiOm{lOfl@lIfS G(OUP InCi. URA4ING INDICATES ACCEPTANCE QF PRUT ESSSON AI ENG INELRING kESPOHSINILIiY SOLEtY FOR THT iR UCS COMPUNENI O~/w\ VR F/1 C~ g~ DESIGN SHOWN. TIIE SUITABILITY AND USE Uf THIS fOMPD NF NT FOR ANY NU II.DiNG IS illC RC SPUNSIHILI TY OT .TIT ~~ __ ~_, jj~IFi(~ ~~~,1jg84F NHII~ _,,GNER ~ TPI I ~~ ~;. ,.. ;_ ~ ~ ~ Aug ~- ~. CIN(~,,, ..~,4.0~.. Jf~. 1TKj_ _ZO1~,,,~ ~- ~ ~ ~ ~ ~ ~ x m IH1J UWU YKtYAKtU YKUM I.UMYUItN INYUI (LUAU) 6 UlMtNJ1UN J) JUtlM111tU tlY IKUJJ MYH. ~~~ 3° _,, ~.~~~,_ ~,,.r,.~.. ~~ ~ ,. ~Yil~ U41~ YK tI'AI<tU tHtlM I,VMYUILN 1fiYUl ILVNVJ ~ ~• ' ., E,,,t n~cF 7 02. CLOSED bldg, Located (SQ8 pp5--- 371-373 4th St Atlantic ncii, ~~ Top chord 2x4 SP ~2 N ~6ot chord 2x4 SP ~~2 N of overhang supports 2.00 psf soffit load. I LIEU OF STRUCTURAL PANELS OR RIGID CSTARN(F1~E PURLIEND(FT) CHORD SPACING(IN OC) 0 I5 3.A1 BC 39 ~- 2 - 0 - 0---~ k 3-5-0 Over 3 Supports IR=340 U=159 W=3.5" Pi T TYP. Wave ALPINE fTW Building Components Grou//p Inc. I20 mpn wino, 1~•~~ ~ wind TC DL=3.h psr, wino ~~ anywhere in roof, CAT II> EXP C, DL°5.0 psf. Iw=1.00 GCpi(+( )=0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/350 total load. 1948 R=61 U=68 2 0 10 ~17-7 6 R=50 U=5 Design Crit: TCI RTO1(00(1/25)/10(0) 7.35.00 TRUSSES REQUIRE CXtREMF DARE IN FABR ICAiION. HnNOL~NG. cHIPP [NG, INSTALLING AND BRACING. *NARNING** eanD ~ NORTH LEE STREET(R SUIDENJI~OM ALE%A NDRIAC EV A1.N 22'5 l4)i ANU WTCAR (WOO DD iRUSSL COUNCIL POTTFnMER LCAUTE. 2L ON IE RWl SEE 1NDICATMI)D T(!PN CIYORD SHAI LQHAV ER PROPS RL YP Ai LACHED SRRUCTURA LE PANEn SNAND iDOfi OMN f110RNS SH ALLNHnVE A PROPERIV AiiA CfiEO RIGID CEILING. 1 `BSI MPOR SA6 e FDRN PNYS DEVIATION FROM THISS UEN IGN TANY FAILU R1EA TO BUI~DT TH ET~RUSSE IN ~OMf ORMANCFH WITHNOT ll~~ TP I; OR FAPRIfAi1NG. HANDLING. SHLPPLNG, TNSTALLiNG E DRACIND OF TRUSSES. w OC pNNENTORNPOAME SWARE MAOE'0/D2D~18/16GAU (W .H)SS/K)IA STM A653 GRADE 40/60 (W ,AK jHn S$}NGAL V' STEE L.T APPB VG I SEAL ON 11115 PL AiFS TO EA<.N FALC OT TRUSS AND. UN11_SS SNAL LR N45PERDT NNE% D3 Ofi TP I1SP002 SECj,iON PER DRAWINGS I50A Z. ANy ~p SPECiION OF PLATES FDLLOWCD flY (~) OF SIGNO SIIN dNCAiF STHE`SUSIABIL[TY AND USE OTA/11 tl ST COMP ONENiRl OR 1ANYNBUILOING ISE iHFORE SPO N+IN1^`L 15YM OF tit NE BUIL~ _.. ~GNER P~ - T9l l ~..- ..:. ~.. ~'::,:, _,-... ^' ~.-. OTY:2 FL/-/3/ /-/R - TC LL 20.0 PSF .,.• ~`'~C v TC DL 7.0 PSF 0.52212 9 gC DL 10.0 PSF * TE OF * BC LL 10.0 PSF ~, STA ~ TOT.LD. 47.0 PSF ~••'•'c~OR1~Pf ~~•.. • ~ 25 ..^,.^. C~ `rsjONAt-~ 9ug ~ DUR.FAC. ~_ - n I N C~ 1. 4.0 '~ Scale =.5"/Ft. REF R151-- 8714 DATE 0 8/20/08 DR W HCUSR151 08233053 HC-ENG SSB/AP SEAN- 2042 FROM Ron J~:~~.t~ 1TK~,_:..~Z01~ ~,~~,., !,~ ~.v, , ~,~ F: ~.... °,, ~...r.,m ~w (SPS 005 371-373 4th St Atlantic Bch, FL J3 5' CJ) Top chord 2x4 SP {~2 N Bot chord 2x4 SP ~2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START (F T) END(FT) BC 58 0.15 5.00 I H1J UWU YKtYgKtU YKUMI I.UMNUItK 1N!'UI (LVgUJ 6 UIMtNJ1UNJ) JUtlM111tU tlY IKUJJ MEK. 120 mph wind, 18.68 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL °5.0 psf. Iw=1.00 GCpi{t/ )°0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~0 2 1 R=113 U=120 2103 ~17 7 6 R=89 -2-0-0~ ~- 5-0 0 Over 3 Supports R=401 U=170 W=3.5" Design Crit: TPI-2002(STD)/FBC - " /Ft. 35.0 QTY:5 FL -/3/-/-/R/ Scale =.5 25)/10(0) 7 00(1 /RT=1 C . . . q PLT TYP. Wave **WARNIN~** 1RIISSES ftE QUIRE f%IREME fARC IN FABRICATION, HANDLING. SHIPPING. INSTALLING nND BRAf,I NG. PUBLISHED RY TPI (TRUSS PLATE INSTITUTE. 21R RM TION • T C L L 2 0 0 P S F R E F R 1 5 1 8 7 1 5 n ). REFER TO BGSI (BUILDING COMPONE NI SAFE TV INF O NA. 2231A) ANp WTf,A (W OOO TRUSS COUNCIL OF AMERICA. 531)0 ALE%ANURIA NOR T11 LEE STREET SUITE 3t1 ~ `\V ' 20 08 , , , ENTERPRISE LANE, MADISON, WI 5J]19) FOR SAFETY PRnCTI CCS PRIOR i0 PERFORMING TIIE SE IIIN f.T1ONS. UNLESS : ~ ~ V ~~ v TC DL 70 PSF / DATE 08/ OTHERWISE INOTC ASED TOP C11O RD SHALL HAVE PROPf RIY ATTACHED STRUCTURAL PANELS ANp BOTTOM CHDRO SHALL NAVE A PROPERLY ATTACHED RIG,D CEILING. ' ~ a _ No.62212 °~• 0 PSF BC DL 10 DRW BcusR151 oazs3oao _ . **IMPORTANT**FURNISH n COPY OF THIS DESIGN TO THE INSTnLLAT1 ON CON TR nCTOR. IiW Hf,G. INC. SHALL NOI =* : * ~.k /` 0 P S F B C L L 1 0 H C - E N G S S B / A P BE RFSPONSIHLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIIIRE i0 RUILO THE LRUSS IN COMFORMANCf WITH ~ • • . ALPINE TPI: OR FABRICATING, HANDLING. SIII PPING, INSTALLING d 80.ACING OF TRUSSES. pESIGN CONFORMS WI1H APPLICApLE PROVISIONS OF NDS (NATIONnL DESIGN SPEL. BV AT'8 PA) nN0 TPI. ITN flf,G CONNECTOR PI-q THS ARE MADE OF 2O/18/1GGA (W.H/SS/N) ASTM A653 GRADE 40/50 (W, N/H,SS) GALV. SIEEI.~ APPLY STA1 E OF A •• ^ . P ~ •` ^L ~ V ~/~~V// T O T . L D /} 7 ~ O P CST' JF C C (1 A1_ ~ 0 l 'I JLII Y 11 LL(1 ~/IC JQ(1@/T~S GfO 11 F C rn B ~ PI ATES LO EACH FACT OF TRUSS ANU LINlTSS OTHERWISE LOCnTTD ON THIS DESIGN, POSI75ON IFR 1:0. AWINGS ifiOA-Z. ANY INSPECTION OF PI.ATFS FOLLOWED RY (i) SHAH HF PER ANNE% AD DF 1PI12OO2 SE f.. 3. A SEAL DN THIS NCC QT P~ ~ TSSIONAL CNGINE FRING RE SPUNSIBILITY SOL EIY FOR THE TRUSS COMPONF NT CCPT C `~ ,. ~ . OR~O F ~ ~S/~ A~~~ D U R F A C 1 2 5 F R 0 M R o n . U( ( lfi9 ~ UI ( O A u all'le$ 1. ~T 33paY FLC~ 78 ~- A p0.ANING INOI ATES AC pESIGN MOWN. THE SUIIAB II.Ii ND USE 01 IHIti COMPONL NT FOR ANY RI IL UING IS THE R-iPON11NILIIY OT THC NDItt~ 'GNFR P~.. ,PI 1 ~ ~, ~ ~ ~ ~ N dug ,. ~ ~_.. CINCH ~4.0~> :, - Jf~. 1TK~, ZO1~.: . , ,,.._.E. ~..... ,. ~.,.,,M,, E~...:~._ I HIy UWU YKtI AKtU YHVM I,VMYUItK 1WF'UI (L UAUJ 5 UEMtnJ1VIVJ) JUHMIIItU tfY IHUyJ MtH. (SP8 005 371-373 4th St Atlantic Each, FL J4 6' EJ Top chord 2x4 SP ~2 N Bot chord 2x4 SP }}2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START (F T) END (F T) gC 70 0.15 6.00 120 mph wind, 18.93 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Iw=1.00 GCpi{i/ )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load. ~20 8 1 R=142 U=151 3 4 3 ~17 7 6 R=-113 --2-0-0~ ~- 6-0-0 Over 3 Supports R=443 U=181 W=3.5" Design Crit: TPI-2002(STD)/FBC ' PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.0 OTY:3 FL/- 3/- -/R/- Scale =.5"/Ft. **WARNIN~*• 1R115 SFS REQUIRE E%TRFME CARE IN lABRICAT fDN. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER i0 BCSI (BUILDING COMPONE NI SAFETY INFORMATION), PUBLISHED BY iP7 (TRIISS PLATE INSTITUTE. 718 ~ T C LI 2 0 D P C F 1' L J R [ F R Z [ 1 _ _ O ~ l C L J 1 V 1 V NDR TN LEE STR EF f, SUITE 312. ALE%A NDR [A, VA, 223L6) AND WTCA (WOOD TRIISS COUNCIL OF nMERICA, 6JOO ESE FUNf T IONS UNLESS O P FO NG ' ~ `C • T C D L 70 P S F DATE 0 8 / 2 0 / 0 8 , . R TOR T ER RMI TH ENTE HI'R ISE LANE, MADISON, WI 53119) FOR SAF FTY PkAC TI CES 1 DV C11 DRD SHALL HAVk PROPERLY ATTACHED ST RIIC TURAL PANELS ANU BOTTOM C11O R0 SHALL HAVE THERWISE INDICATED • V ~ O T PROPERLY ATTACHED RIGID CF'I'"°. N 522 ~~~ _~ o. 12 BC DL 10.0 PSF DRW HCUSR151 oaz3soal *"'IMPORTANTW *F URNISH A COPY Of tHIS Df SIGN f0 THE INSTALI ATION CUNtRACTOR. IFW BCC, INf,. SHALL NOI muss IN coMFORMANCE NnH T Bu rH ?*~ * +* g C L L 1 0 0 P S F H C- E N G S S B/ A P A L P I N E o n D E of RESPOnsIBLE FDR AnY DevLA non FRDn ells DesIGN: ANY FAILURE 1NSTnLL1NG 8 BRACING OF TRUSSES OP FABRICATING SHIPPING TPI HA NDL[NG L . . . : . . IIH BCG NA EIONAL pESI6N SPE f BY AFdPA) AND TPI C R PR iS1 NS OF NDS ~ STATE OF ,. . ( Of SIGN ONFO MS WI T11 AP PI.I CABLE OV O CONNE f,TOR VLA TES ARE MADE OF 2O(1B(15Ga (M .H(SS/K) ASTM A6S3 GRADE 4O/(0 (W, %/H,SS) GALV. STEEL. APPLY POSITION PFR DRAWINGS IfiOA-7 TL N THIS OE SIGN L /~ , ~/~ • ^~ OP• ~ T 0 T . L D 4 7 0 P S F _ S E Q N 2 0 1 8 . , OCA D O PLATES TO EACH FACE OF TRUSS nND. UNLESS OTHERWISE ANY INSPFCiION OF PLATES FOLL(1WED BY (i) SHALL BE PFR ANNE% A3 OF TPI12O0T SFC.3. A SF AL ON THIS ~ O RI ` 2 5 1 F ROM R ITW Buildin Cons vents Grou InC. 9 ~ p DPAWING 1NDSf,A1f:5 ACCEPTANCE OH PRHF ESSi QIIAi f11GI NfFR1NG RE SPONSIB II TTY SOI FIY FOR Illf IRlISS COMPO NFNT `rs~aN L ~G D U R . F A C . . o n uvnes Cy~ FI 33844 ~.: FLOE _, .;.:78 ~ UE SIGN SHON N. THE SI ILAH ILIIY AND USF DF THIS fOHVONENI FOR ANY BUILDING IS EHE RF SPONSIflIL1iY OF 1UF Buu~';u IGNER P~ TP, T ::M.z,... ~ .. .. ~,,:.: ~:::..: ~ A ,..aug ~ - r ~ ,IN(~, -4.0~_ Jf%~ 1TK~,- Z01~..- IH15 UIYD YKtYAKtU YKVM I.V MI'UILK 1fVYUl (LUAU) h UIMtNJ1VNJ) JUtSM111tU tlY IKUJJ Mt K. (SP8 005 371 373 4th St Atlantic Bch, FL J5 7' EJ) Top chord 2x4 SP y2 N Bot chord 2x4 SP #2 N Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CNORD SPACING (IN OC) START(FT) END (F T) gC 82 0.15 7.00 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(~J )-0.18 Wind reactions based on MWFRS pressures. Deflection meets L/480 live and L/360 total load 2121 R=171 U=182 3 10 3 1776 R=136 -2-0-0~ 7-0-0 Over 3 Supports R=487 U=I93 W=3.5" Design Crit: TPI-2002(STD)/FBC L/- 3/-/ /R/- Scale =.5" Ft. F PLT TYP. Wave Cq RT=1.00(1.25)/10(0) 7.35. OTY:B **WARNING** TRUSSES REQUIRE E%TRE Mf fgRE IN EABR If,ATION. HANDLING, SIII PPING, INSTALLING ANU BRACING. / ~ T C L L 2 0 0 P S F R E F R 1 5 1 8 7 1 7 REFER TO BCSI (B UILUING COMPVNF_NT SAI TIY INFORMATION). PUBLISHED RY TPI (TRUSS PLA iF. INSTITUTE. 218 . NORTH LEF STREET. SUITE R12. ALE%ANDRIp. VA, 22014) AND NTCA (HOOP TRUSS COU Nf,IL OF AMERICA, n3OO FNIERPRI SE IANE, MADISON. WI 53]L9) FOR SAFETY Pft nCTICF.S PRIOR TO PERFORMING THESE FUNCTi0N5. UNLESS PERLY ATTACHED STRUCTURAL FnNELS ANB BOTTOM CHORD SHALL HAVE P ' `~• ~~ v r- ••• • T C p L 7 0 P S F DATE 0 8 / 2 0 / 0 8 T,H ORU SHALL HAVE ft O OTIIF RWISE INDICATEU TOT A PnoPERly ATrncneD RIGID cEUING. ~,C No.b2212 •'~ a BC DL 10 .0 PSF DRW HCUSR151 08233037 A L P I N E **IMP~RTANT**TURNI SII A COPY OF IIIIS DESIGN i0 THE INSTAL I.AIION f,ONTRACTOR. I1H RCG. INf,. GHp LI NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS pESIGN: ANV FAILURE TO RUILV THE TRU55 tN COMFORMpNCE WiiH tL LNG M1 BRACING OF TRUSSES N INS1 { ~ • = ^ ~ ± ~ /` B 1. L L 1 0 .0 P S F H C - E N G S S B / A P - p G, TPI; OR FABRICATING. HANDLING. SH1PPl DESIGN f,ONFONMS NIiH APPLICABIE PROVISIONS OF NDS (NA TIDNAL DESIGN SPEC. BY AF 6PA) ;Np TPI. ITN BCG CONNECTOR PLp fES pRE MADE OF )0(18 /TbGA (N,H(SS/K) ASiM Afi 53 GRANE 40/GO (W, K/H,SS GALV. STEEL. APPLY ER DRANINGS 1C OA-J PO ION (~T ATC c =~~:•• STATE OF tJ Qi w t(_~ * O ^ P' TO T. LD ,T 4~ 0 P(`F J ("E/1 Al J Ef IY 2022 {1p Il1C. fO (~BGII(~IA9 C0(fi~flBfltS G . P . SIT PLATES i0 EATH FA CF OF IRIISS AND. UNLESS OIIIL RWISE LOCPIE^ ON TNIS Df SiGN. ANV INSPECTION OF PLATES FOLLONFD DV (i) SHALL NE PFR ANNE% A3 OF TPI1-7007 SFC.3. n SF AI. ON THIS UgAN1 pG INDICATES ALCF PTAN CF OF PRUTE SSIONAL INGINCERING RESFONSIH II TTY SpLELY FOR TIfF TRUSS GOMPONFNI . ~/ ~ O R~O ~~S~! ©~^N~~..••~`~ { .^\ I1 DV R FA/, 1i 1 2C J Ff10E~A R ',I flon f~ U A Y T~aines~ Ft 'OOYy ~' FL C~ 'O !f OESIMSHOWN. TI~SUITABILLTY ~0 115E 0! THI~MP)NENT EON~NV BUILDING I~lllC RFSPONSIB~IiY OF THE ~ BUIL TGNER i TPI , ` Y g Au ~ - ~ CIN ,4 .0 ~ ~ J ~_ 1TK _Z O1 ~~ E ..` IH1J UWU Yktl'HktU YHVH t,VMMUItK INYUI {LUHUJ 5 U1MtNJlVNJ) JUtlMIIItU tlY IKUJJ Mtk. (SP8.005 371-373 4th St Atlantic Bch, FL J6 2'11"4 HJ Top chord 2x4 SP ~2 N Bot chord 2x4 SP }j2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) gC 47 0.15 4.09 Deflection meets L/480 live and L/360 total load. 0 4 3 -~ -2-9-15-~ ~-4-1-2 Over 3 Supports R-308 U=176 W=4.2" R=24 U=19 R=14 Rw° 29 9 7 8 1 9 8 8 1 8 Design Crit: TPI-2002(STD)/FBC L/-/3 -/- R/- Scale =.5"/Ft. F PLT TYP. Wave C /RT=1.00(1.25)/10 (O) 7.35.0 OTY:2 **WARNING*~ tRUSSES REOUIRF EX iREME fARE IN FABRICATION, HANDLING, SHIPPING. INSinLf ING AND BRAf.I NG. / ` T C L L 2 0 . 0 P S F R E F R 15 1 8 7 1 8 REf ER TO SCSI (BUiI D]NG COMPONLNT SAFETY iNFORMA tION). PUBLISHED BY TPI (TRUSS PLATE INSIIIUTE, 218 t • NORTH LEE STREET. SUITC J12. ALE%ANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LANE, MAUI SON, WI 53]19) FOR SAF[FY PHAC TICES PRIOR t0 PEftF ORMI NG THESE FUNCTIONS. UNLESS BOTTOM fHORp SNA LL NAVI' S AN f N(1 1••:• ~~•r V VF TC DL 7 O PSF ^ T [ D/{ 1 L f~ 0+/20/08 U OTHERWIS} 7NDlCATEU TOP CH ORU SN ALL HAVE PFO PfRtY ATTACHED S7RU CTURAL PANEL A PROPERLY An ACHED RIGUr cEiuNG. ~;• 0.5.121'1 •••~ BC DL 10 .0 PSF DRW HCUSR151 08233038 **IMPORTANT**F URNISH A COPY OF THIS Uf SIGN TO fHE INSiALLA TION CONift ACTOR. IiW BCG. INC. SHALL NOt BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAItIiRf i0 BIIT10 THE TRUSS IN COMFORMANCE W1TN S i y : y 7~ ll if B C L L 1 0 , 0 P S F H C- E ~,I (`~` 'Y G J J B/ A P A L P I W E . TPI: OR FARR1f.AT1NG. HANDLING, SHIPPING, IHSTALEING b BRACING OF TRUSSE pESIGN CONFORMS WIIH APPLICABLE PROVISIONS OF NUS (NATIONAi DESIGN SPEC. BY AFBPA) ANU IPI. ITN DfG CONN[CiOP PLnIES ARE MADE OF 2O/1H/16GA (W.H/S5/K) ASTH A65J GRA OE 40/60 (N. K/11,55) GAtV. SiFEL. APPLY Te CC ~ : ~•^~~ Or 9 ~,• w A O P J • T O T . L D 4 7 0 P S F J r (` E (l AI .J 4Y 2 1 0 0 /O UP ~nCr. ~rn BUI~d1f19 C.ORIEIOfI@(If$G PLATES TO EALH FACE OF TRUSS AND. UNIFSS OTHERWISE IOf,A TEO ON PHIS DESIGN. POSITION PCP Dft AWINGS 16OA-Z. ANY INSPCCiION Of PI ATES FOLIOWFD HY (i) SHALE BF PFR ANNE% n3 OF TPI12OO2 SEC.3. A SEAL ON THIS DR AMI NG IIiD {GATES ACCEPTANCE Of PROTC SSIONAL LNGS NFTRI NG RE SPON11OII ITY SOLELY TOR THE IBDSS CONPOHf NT t O R1~ ~^•~~Mfl~,~~~\ NS DD R FA~ 1 25 FR O1~ f~ I]Qn AA AA T-19IIIC$ C ~ ~,~ 33pyy y~ 78 ~ FL C OE SIGN NOH N. THE tiVIlAB i1.I fY ANU USE DI THIS fOMPONF NF FOR ANY HULL DING IS THE RF SPONSIHII.ITY OF iNE BDIE -~GNFR P ,PY 1 ~ ~- ~ -.; ~~ ~,. ~,;.~ ~: .: ~ , , ~. ~ ~- - N 4u ~ ~.... .rIN(~ '4 .0 ~ Jf~ 1TK~; -- _ZO1(;_ .. 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. Iw-1.00 GCpi(+/ )-0.18 Wind reactions based on MWFRS pressures. Hipjack supports 2 10 12 setback jacks with no webs. ~. IH1J UWU YKtYHNtU YKUM LUMYUItK 1fVYUl (LUAU) G U1MtNJ1UIVJJ JUtlM111tU by IKU~J MYK. (SPS 005 371-373 hth St Atlantic Bch, FL J7 7' HJ) Top chord 2x4 SP /~2 N Sot chord 2x4 SP ~2 N Webs 2x4 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING (IN OC) START(FT) END (F T) BC 116 0.15 9.84 Deflection meets L/480 live and Li360 total load. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 0 4 3 ~- -2-9-15-~ R=577 U=313 W=4.2" 120 mph wind, 19.18 ft mean hgt, ASCE 7 02, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL 5.0 psf. Iw°1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 6 11 8 setback jacks with no webs. 9-10-1 Over 3 Supports R=227 U=199 R°°473 U=85 2119 3-9.14 1776 Design Crit: TPI-2002(STD)/FBC L/-/3 -/- R/- Scale =.5"/Ft. F PLT TYP. Wave Cq/RT=1.00(1.25)/10(0) 7.35.00 ue :2 •raARNIN~~• TRUSSES RE OUIRI.- CXTREML CARE IN FABRICATION. MANDLINf., SHIPPING. INSTALLING AND BRAE ING. RFTER t0 RCS[ (BUILDING COMPONENT SAFETY TNFORMAiI0N7. PUBLISHED BY TPI (ift USS PLATE INSTI III TE, 218 ~ ~ / ` T C L L 2 0 . 0 P S F R E F R 1 5 1 8 7 1 9 NORTH LkE STREET. SUITE 312. ALEXANpRIA, VA, 22J14) AND NTCA (N OOO TRUSS COUNCIL OF AMERIf,A, 6500 ENTERPRISE LANE. MADISON. HI 5]]19) FOR SAFETY PRACFIf.ES PRIOR 10 PERFORMING THE SE FUNCTIONS. UNLESS PANELS AIID BO11OM (;HORO SHALL NAPE HALL HAVE PROPERTY ATTACHED STRUTTUR AI THER ISE IND TED OP C ORD lT. •• ~ •~~ v T C D L / 0 P S F D A T E o D 8/ 2 0/ O U . O W ICA T H S q PROPERLY Ai TACHEU RIGID CEILING. ~? am No.5 '9 BC DL 10 .0 PSF DRW HCUSR151 08233039 A L P I N E '~*IMPORTANT'*F URNI SII A COPY OF THIS DESIGN 10 THE INSTAL CATION CONiRnCTOR. ITW BCC. INC. SHALL NOi RE RESPONSIBLE FOR ANY DEVIATION FROM i11[S DESIGN; ANY FAILURE TD BDILp TNC TRUSS IN COMFORMANfF NITII I ING 3 ORA LING OT TRU SSC S. INSTAI SHIPPING OR i'A BRICAitNG IIA NOLI NG TP[ y " ~~ S ~ • ~ /` B C L L 1 0 .0 P S F H C- E N G S S B/ A P . , . : , DESIGN CONFORMS HII11 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. OY AF3PA) aNp 1P1. ITN Bf,G CONNECTOR PLATED ARE MAUE OF 20/18 /l5GA (N,N/GS/K) ASiM A55B GRADE 40/50 (W K/I1, SSj GAIN. STEEL. APPLY On-( IGN POSITION PFR DRAHINGS 1( N S i .~ ~~ STATE OF A ~• •~• Imo/ p f ~~ TOT L 0 . 4 7 0 P S F S E Q N 2 D 2 7 R E ~ ~rn 81/1~(~(fl9 r.Offl/!O(12f1($G(OUP ,n C. . . pES THI PLA iFS TO EACH FACC OF TRU55 AND. UNLESS OiHERU15F COCA FCD O ANY INS PE .iION OF PL TES TVLLOWCD BY (t) SHALL Uf PFR ANNtX At OF TPI1-2002 SFC.J. A SE AI. ON THIS DR ANING INDICATES 'F PT AN CF 0} PR OFE S51ONA1 tHG3NTFRING RC 59ONSIBILI[Y Cl1LELY FOR T1'C IkU SS COMPONENT / ~ / ` . O ~~O ~~~.1~~ N~~~ M S/ ~ ~` DUR FF A/, 1. 1 2C J T~ FF R OI~ ROn N9jI1E$C T C'T 33 ~'T`T 7g ~ ~:~.,~ , FL C~ DESIGN SIIO NN. THE SUITABILITY AND USE OF THIS COMPONE Ni FOR ANY 9DILDINC TS i11E RESPJNSIB[LI Tf OF ilC BM,L~- .-GNERP~.... TPII~ ~:_ ~.,.~.,: ~:_.;_ ~..) ~ .,_,;1ug p~ ~~- 3IN(~ -4 .0 ~, _ JR~ _ Z 01 1TK~, ~ ~, ` ~~._ +~` ~_'_ ~. ~~~,.- M ~_.,. ~.~. ~ ~ (SP8 005 371-373 4th St Atlantic Bch, FL J8 6' HJ Girder) Top chord 2x4 SP ~2 N Bot chord 2x8 SP {~1 Dense Webs 2x4 SP {{2 N 120 mph wind, 18.93 ft mean hgt, ASCE 7 02, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/ )=0.18 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 99 0.15 8.42 Deflection meets L/480 live and L/360 total load. LOADING HAS BEEN CALCULATED BY THE TRUSS MANUFACTURER. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO VERIFY AND APPROVE THE LOADING. ~. 0 4 3 4X4(A1) IH1J UWU YHti'AKtU tKUM I,UMNUItN IfVPUI (LUAU) G UIMLNJt UIV J) JUtlM111tU I1Y IKUJJ MFK. SPECIAL LOADS (LUMBER UUR.FAC.=1 .25 / PLATE DUR.FAC.=1.25) TC From 55 PLF at - 2.93 to 55 PLF at 8.42 BC From 4 PLF at - 2.93 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 8.42 TC 203 LB Conc. Load at 1.41 TC 86 LB Conc. Load at 4.24 TC 113 LB Conc. Load at 7.07 BC 203 LB Conc. Load at 1.41 BC 560 LB Conc. Load at 2.09 BC 68 LB Conc. Load at 4.24 BC 355 LB Conc. Load at 4.92 BC 89 LB Conc. Load at 7.07 BC 251 LB Conc. Load at 7.75 Right end vertical not exposed to wind pressure. 1.5 X 4 III 1776 ~2-9-15~ R=963 U=1142 W=4.2" 8-5-1 Over 2 Supports R=1120 U=644 3314 Design Crit: TPI-2002(STD)/FBC PLT TYP. Wave Cq/RT°1.00(1.25)/10(0) 7. **WARNING*• TRUSSES RE ULII RF E%TREMF CARE IN FARRICATION, NnNDi ING. SHIPPING. INSTALLING ANU DR ACING. REFER TO BCSI (BUILDING COMPONENT SAF EiV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSiIT UTE. 218 NORTH LEE SiREEt, SUI TF BL2, AL FXA NDRIA. VA, 2281A) AND WTCA (HOOD TRUSS COUNCIE OF AMERICn, fiJ00 35 0. ~ •E • QTY:l F T C L/-/3/- L L / / 2 0 R/ . 0 - P S F Sca R E F le =.5"/Ft. R 1 5 1 _ 8 7 2 0 ENTERPR ISC LnNE, MADISON, WI 53]19) FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNtE55 UI HE RWISE IN0I CATEU iDP CHORD SIIA LL HAVE PRDPERLY ATTACHED SiRUC TURAL PANELS AND BO TLOM CHORD SIIA LL HAVE A PROPERLY nT TACIIED RIGID CEILING. ~~ • V • ~ v • T C D L 7 O P J F D A I L O ~ / 2 O / O 8 "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTAIEAiION CONTRACTOR. ITN Bf,G. INC. SIIA LL NUT ~: No.5Y212 '~ BC DL 10 .0 PSF DRW HCUSR151 08233058 A L P I N E BF RESPONSIBLE FOR ANY DEVIATION FROM THIS DFSiGN; ANY FAILURE TO NU[LO TIIE TRUSS IN COMFORMANCE Witll TPI; OR FABRICATING, HANDLING. SHIPPING, INSTAI TING R BRAf,tNG OF TRUSSES. 1 ~ ~ 1I 1 ~ 1f (` B 1. L L 1 0 . 0 P S F H C - E N G S S B / A P DF S(GN CONE URMS WITH APPLICnBL[ PROVISIONS OF Np5 (NATIONAL DESIGN SPF f., BY AF BPA) AND 11'I. IiW 8CG ~ STATE OF • CONNECTOR PLATES ARF MADf OF 20/18/iBGA (N,II/SS/K) ASTM A553 GRADE 40/60 (H, K/H, 55) GAIV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS nNU, UNLESS OTfIF RNISC I. Of,ATFO ON THIS DC SIGN, PpSi110N PER DRAWINGS 1fi0A-Z. ANV INSPECTION OF PLATES fOLLOWLO OY i SHA BE PFR T NNF% ~ • /~ O~ ~•~~• ^~ f ~ ~ TO T L D 4 7 0 P S F S E A N 2 0 8 1 lT4V Building Components Group Mc. F1~IDC$/~ F/. 33844 1. O ( ) . n F AB OF TPII-200) SEC. 2. A SEAL ON THIS DRAUING INOICA TfS Af,CFPIANCF OF PROTESSTONAL ENf,I NtERING RF BPONSIBILITY $OLFI.Y TOR iHF IRU55 COMPON[Ni DESIGN BHOWN. THE SIII TAB II IIY qNO USE OF THIS COMPONENT FOR qNY BUILDING TS TIIE RESPnrySIBiIIiY Of THE B - '--" -" ' O~, / c~••.•••MM••~ S ~`~ D U R F A C 1 2 5 F R 0 M R o n ~ FLC 78 ~ UII GNCR PY iPl 1 y ~ ~ E! iR I- ...:_ ~ .u. ~u ~~ ~ ^ .,IN(~ ~4 .0 .< : JR~" 1TK -ZOl~; ; . ,. .. ; i ~# DIAGONAL BRACE OFTION'~ VERTICAL ~µSN D[AGONAL BRACED USED. CONNS # DIAGONAL BRACE USX WEB AT EACLENGDH LS t4' TOTAL ' VERTICAL LENGTH SHOWN iN TABLE ABOVE. 2X4 SP OR DF _L #2. OR BETTER D[ACONAL BRACE; SINGS OR ~p~ SHOWN) AT UPPER END_ L * 1 ** ENCLasEu, gEFER TG CHART AgpVE NST ALLi` S PLATED HANDLING, SNIPPING. iPL (T RU F CARE SAFE 9R INE OR2?3I~MpND BWTPRid nO PERFO RUCT UT HESS CONNECT DIAGONAL AT WEB. VERTICAL TRUSSES ftEQU[RE EXT ~~PDNENT SAFETY PRACPROPERLY ATTACHED MlOF01NT OF tBU[LDING 312. ALEXANDRIA, HALL HAR G[D CElL1NG~ C. SMA rc•W ARNING REFERNBRTH CLEF STR" SUITE 537 t9~ FRB S l gRAClN6 iERPRISE LN, MADiSHN`SDI TIIp CHQ ATTACHED ITW BCG, IN INST ITUT E630D EN RWISE [NDNAVE A pROPERL ATIIIN CDNT RACTPO~BUILD THE TRUSS DSN AMERICA, UNLESN ~TNORD SHALL TU INSTALL ANY FA TIDNS' DESIGN THIS IIESiGkr INSTAL [NGA6~PEG B~ AIIF&PA) W KjH SS) PANELS AND BOT1U H COPY OF TNIS EROM SHIPPING. RESIGN h0J 6D Y DE`31ATIDN ING, RADE DN THIS pURNIS ATTNG. HANiH- NOS [NAit NK) ASTM 3 G LOCATED E PER ~n~iHP9RT ANT" NSIBLE FdR A FRBRLC PRDVISIDNS BF A ~W NlSS/ DT HERWiSE BY cll SHALL BIDNAL RESPII TPL -R AND. UNLESS FDLLIIWED OF PROFESS SH6 DESIGNER' PE CONFDRMANCaNNECT URT FLAP ESI ARBEL MADE DA AN~iNS ELT tON DFlNDICATE` THE BUL DING SUIT AB1LIiY ANO W N j gESiG A~p~NE DESIGN CIINFURMAFPLY PLATES TD EACH GALV9 STEEL. IgIL1TY O PER DR SEC G3't6AASFOR tUHET THEBRES DNS EN DESIGN, PDSF ~PSPONSI iL FAR ANY BUILDING i5 PONENTS GROUP,iNC' ENGINEERLNG CDMPDNE~ G ODM USE IITPI It SEG Z. ~, I ~TWg oMPANO BEp,CH,FLORIDA gNSV t CIES AND GEES'. BRACING GRQUP SPE GROUP A~ HEM-p[R 2 STUB SPRUCE-PSTAND RD STANDARD nt 1 #2 ,..~ m 3 !~- GABS TRUSS pETAIL NOTES- CTION CRtTER[A [S L(240. 130 PLF OVER LIVE LOAD DEFLE LDADL ~ CONNECTI~NpSFO,rC DEAD PROVIDE UpLI BEARING ~ O" CONTINUOUS LOAD FROM 4 SUpP GABLE END wOTHS2~ O~ OVERHANG. OR 12 OUTLOOKER•S ANG_ pLYW00D OVERH WTTH IOd NALLS. ., O.C. _ SPACE Ntd~ AT 2 ZONES. CH EACH "L~ BRACE 0 C- BETWEEN D C. ~~ FOR (t) L BRACE IN iB" END ZONES ANDSPACE NA$ETWEEN ZONES. ,.li BRACES: D 6~ 0~~ ** INR182)END ZONES AN UM DF 007. OF WEB ..li, gRAGiNG MUST BE A MiN1M MEMBER LENGTH. .. m~ sTZE5 ASCE7-02°GA912030 REF 0"~ DATE ~~23f A12030EE020~ DRwG _ENG °~'~' GUI( ~' X T LD 60 PSF Q~o.62212 $ 2~ Q„ ~t MAX. SPACING '~ • ~ ~ ~; ~.,_ ~ Q 2X4 ..ICING , CAL PLATE SIZES R MEMBER VERTI IF PLATE TOENAIL ~~~ ~~~ GABLE PLATE pVERLAP SIZE 2Xg TOENAIL ~ 7 VERTICAL CHORD 1X4 DR 2X3 ~~ q ,~ ~ BETWEEN4 D„ 2X8 ~ T-IN VERTICAL LESS THATHAN 4' 0", BUT 2X4 L~ 2.5X8 FOR' LF' GRLESSRTHAN 11 6 2.5X4 PEAK. TO °T" REINFORCEN ON EGAB E , THAN 11 6 DESIGN FOR GREATER TRUSS FROM L RY LENGTH (BASED FOR ~~ NGINEERED TES. TO CONVERT FACTOR Sp ACING) ~+ REFER TO E AND HEEL PLA A MULTIPLY ~T GRADE AND FROM THE p pU~T~ ~ SPLICE. WEB TES OVERLAP. USE SPECIES. OUP A, OBTAINED ASCE OR VERTICAL PLA WEB. VERTI ~ALBRAGE. GR DETAIL FOR ~ iF GABLpLATE TO Sp AN THE 2X4 ALPINE GABLE SINGLE ppPROPw NDELOAD. GABLE VERTICAL + 2X¢ 2X,8 SBCCi REINFORCED CHORD. EXAMPLE- 2X¢ WFR M TOP TO BOTTOM + Mi.ENGTx Is i~ "T" BRACE GTH INCREASE W/ GABLE WEB LEN AscE veRTICAL SPEED "T" REINF. SBCGI 10 7 LeNCTR WIND MBg, SIZE 10 % TVP. AND MRH 2x4 50 % \ 110 MPH 2x8 4D % 16 % \_ -I- 15 FT 10 % 5p 7< 2x4 5D % % 1 O FTH 2x6 LO 7 50 % 100 MPH 2X6 30 % 10 % 15 FT 10% 40% 2x4 4p ~ 10 % TRUSS DESIGN. 100 MPH 2x6 20 7 THE ENGINEERED 30 F"1 40 % 2x4 20 % 10 90 MPH 2x6 50 % SPECIFIED D t5 FT 10 S FOR UPLIFT 2x4 30 ~ 20 % BER WITH 90 MPH 2xg ~ PROVIDE CONNECTION ORC[NG MEM PLUS CHORD. 1D % 30 % EACH „T,. REtNF 0 C. 3p F"r 2x4 ~- ATTACH AT 4 1N TOP BOTTOM iD % i0 % NAILS 3;',MIN) TOENAILS AND 80 MPH 2x6 20 % HAND DR~OMMDN (0.148"X X 3 5 ,MIN) TOENAILS 15 FT 40 % lOd 0162 2x4 20 % 2D % ~4) 16d COMMON t 0 C. PLUS BO MPH 2x6 0 DRl NASL,S: TOENAILS AT 4 20 GUN VEN 0,131"X 2 5~ ,MIN) TOM CHORD. DETAIL FOR ASCE 30 ~pH 2x4 0 % 20 6d COMMON ~ GABLE 74 2xg 10 % 30 TOP AND BOT THE APPROPRIATE ALPINE 15 FT 2x4 SHEATHING (4) TOENAILS IN 14 % RIGID i BE USED WITH 207. 70 MPH 2x6 DETAIL TO 0207, A07015EN0p207 30 FT THIS WIND LOAD. WINGS 0207, A08015EN 7D30EN 4 TDENAttS OR SBCCI DETAIL DRA AOg015EN A08030EN0207. AO pLE'. .100 MPH ASCE 7-93 GABLE EXAM WIND SPEED A1D015EN0207, p207, 0207, ~ 30 F'i N0207, 0207, A0903DEN 7 AD8515EC ASCE HEIGHT A11015E 0207, A1003DEN WINGS 7 A10O15EC020 A0853DEC0207 MEAN ROOF O.C. SP ~3 AI103DE8N GABLE DETAIL DRA A11015EC020 A10030EG0207, VERTICAL 24 ZE .2X4 L. 0 0% „T„ CiNG ASCE 7_g D2D7, 0207, 7 GABLE GLNG MEMBER SIPHON ~) i REI~tNEMBER A12015EC A11030EC ,•T ~ REINFOR E (FROM , A13015EC0207, 00207. A08515EEOOD07 iNCREAS _ g' ' A12030E 207, A10015EE0207, LENGTH DETAIL DRAWINGS °T„ BRAG L„ BRACE LENGTH VERTICAL A1309DEC GABLE (1) 2X4 G 7HLE 7, 3„ TOENAILS 7_02 A10030EE0207• A08530E „T•' REINFORCED ASCE A12015EE002DQ AA1 o03D~ 0207' MAXIMUM 1.10 x 6 GABLE SP4A,~~DGAT A13015EED207, A12030EE ¢ A08534EW2p7 He26294035 TRUSS DETAIL DRAWING A13030EE GALE A10D3DE50207, 8.76 719 & SCE 7-D5 12015E50207• At1~030E50207,A10015E50207, A08515E50 G Agg8117 VERT A Sacci pRAw1NGS A13015E50207 • A12030E50207 ~ A ASCE DR j{EF LET J I A13D30E50207, GABLE DETAIL ~ GABLE WING REPLACES 2~23/Q~ ALPINE UNREINFORCED HIS R J~ATE TINp20~ SEE APP~A )AFOR MAXIMUM GFjLLE WIND LENGTH. DR~`G vERTICAL ~ DL3 f KAR 4 TOENAILS SHIPFING, TPltAIRISS A ATE -ENG CEILING HANDLING, Cll GF PIING, PUBLISHED gY TRUSS C THESE t ( , 1REME CARE t AFC BR INF°RNA3+°N)AND WTCR aR (jaD PERE°R CORAL i•t TRUSSES REDUIR DING CDMPGNEALEXANDRIA, vA'TY PRACTICES RPR ATTACHED ST C, ~~+• t67tR SUITE 312, SAFE HAVE PROPS •r /~ V xMWARN{NG REFER TLI BCLEE S 1SQN, WL 5371 CNDRD SHALL RIGID CESLING. INC., SHALL ~~••~`~~ •••• • ~~S MAA T0~' I'~' ~~ 1,rJr" BRACING. N°RTH ITW BCC. r1 ~fn n wrl, N C°NTRACTGR. THE TRUS ( INST[TUT E. 2l9 THERWISE lNDtCATE A• PROPERLY ATTACHE TD BUILD 7RUSSE At~9~4 ~ ~~.5Z212 c'AC, AN 1 AMERICA, 630uN EOM 6HDROLSHP L HPVE BRACING °F ~ 17D ~~ 1 DUR~ l~ N Tp INST ALLAIID E LLUR A A) AND SIG DESIGN ANY OF THIS DE N THIS INSTALLING & C• BY AF&P (W K/H.S PANEL flNA D B° ' ~ 7~ ~~ SPACING 2~.G" PDRTANT.x EURNFOR C6NY DEVA INCH NR° 1NG, NDS PLN T,S°NA' AST MGN S~DRApCAd0f6aN T BE PE r ANDL tNP xatM NSIBLE FABRIC VISIGNS °F tW,H{SSJK °THERWISE BY <IE gHALL S1DNAL ~ : E QF Pa °R R° 6GA Es5 D vES ~ $TAT N°T BE RNCE W[TH TPB pAPPLICABLE P~ DE g01LDJIPECS AND. UN` ~~ 5 F°LLOWE LC °F PR° AND ~ •~ P~~C C°NFORNA NF°RMS'JLTH TES ARE MAD EACE 17F 7RUSi16N [7F PLA TES ACCEPT AN THE SUITABIRLTPER ~ •• '•~- AL G N CD PL EAC NS [NDt HpWN SLGNE ^ESIG CG CONNECTOR ATES T° Z ANY I DRAWING DESIGNS ILDLNG DE ^^R`.. •rr~ ITW, B APPLY PL S IbOA- N THIS MP°NENT THE ~ •~ '• vV ~'. .. N PER DRAWING TY 0f GAw STEEL. P SEPL ° TRUSS cD ~SS~nyp~• • C, 3 I-2002 SE FOR THE RESFS3NSIBILI (3ESIGN. P°SITlTpl S°LELY ENGINEERING RESPUNSIB[EITY ANY Dp1LDiNG {S THE ~TVd BUItDI~'COMPOHEFLORIDA UP, {NC. USE QPA rH°IS cDM2DNENT vGR ~ _ ~ .:d .: ANSLJTPL 1 SEC. POMPANO ~~ ~" f/S ~~~ rJ~r v~ ~n -~ , , s~ . ~ ~r h ~: ~° "','ii)r City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept(a3coab.us City web-site: http://www.coab.us APPLICATION REVtEViI AN[~ TRACKING FORM Property Address: ~CCS_ ~ ~ ~~ ~~ ~~ Applicant: 1,~)inda~~~r~, ~~~~c~c~ion N' ~3!4`S:M.:':in.:'1.ii.X. 7 .i, Y.~Y+"i.• ...nM!M4::+~ a.~ l .+ Project ~~`~~ •~~`~- .~:~ De artment review re wired Yes No Building Planning & Zoning Public Works .Public.Utilities .'_Y:, -. ' .-- Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verged B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: eppl 1[_~TI(")N ST~Tl1S Reviewing Department (Circle one.) ING PLANNING & ZONING ~013LIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES First Review: Approved. Comments: ~ ~, /~ --~- 7144 - Reviewed by: ate: ~ 9 ~J Second Review: QApproved as revised. ^Denied. Comments: Reviewed by: Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: Date: _,., - ._- ARPLICATION NUMBER (ro be assigned by the Buifld~ing Department.) ~' V~ Date routed: ^~. , ~,1'__L1S ~ .-.- ^Denied. ~,aa~.of~-~ olzC~~-v Q4i3 _ ~~, / ~ ~, '~ /~ r^ ~,r~ 9 ~,.'.~!t ~r't ...,~1 'k / ~ ~= ~ ?~ M.______ =~~ ~~ ~, ~,.~~ ~ ~ ..`;a,.,, ~~ ~r~A ~,,,~'~',~.~ x~, c`' ~. ~ 1 ~J/ °! 1 f -~ ~„~ { ~~ ~~ ~~ ~~~~ ~~. r > 33 ~ ~+ ~ _~ ~~ t ,t° ~,~ np 9^ e^/ ~ ~ ~ ~'' . Y.Y. ~' r w+L S ! ~ ~' r~~ \ ~ ~ "~ a~,~~ { w. ~' ~ ~iA/ ,_....._. f ''~` Ji ~ ` ' ~_ ~~ t~Ml~ _.. ~ ~ ~ ~ i ~! 7 f y ,t 7 R ,~~ ., ... f p°°y ~ ~.r ({! ~ / J f^ j{)~ „ ,~, l F "r r /? ~ Gam` ~r f p ~ ^ 1 f/) y ~{f~t ~-„"" ._ ,~ ~~~r~ ~ ~ ~~~~~ ~. ~ ~ ~ I, j,_. {, +tJc: e r .,~ , ~ y X , ~~'"° f, ~;3. o-. ~. .-,' • ~'f ~. ciTY of aTLaNTtc BEacH 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 OFFICE: (904)247-5826 ~ FAX NO.:(904Y247-5645 BUILDING-DEPT~COAB.US s-~ 4 ~~~' BUILDING PERMIT APPLICATION DUVAL COUNTY 1 JOB':! + ...: <. ~ 2 yVALUA31;; N,OF WORK: _ 3. SQ. FT UNOER;ROOF : :..: ,.._.. Atlantic Beach, FL 32233 4_LE(3AT DESCf1('TIDN:. _. _ _ _ _ 5 C[A55,dF. WORK:->:: .:.,_..., 6USE:OF`S~'RtJC3tlF~..,'.:::..:. NEW BUILDING ^ DEMOLmON ^ ^ RESIDENTIAL ll LOT ~ BLOCK ~ SUB DIVVS{ON () 3 / 4 }' !c " ~ ' ~ r pc ADDRION ^ CONVERTING USE ^ COMMERCIAL 7: DESCRIPTIOt,7:'L'IF-VVgRK: .:, " ^ ALTERATION ^ ACCESSORY BLDG. :IiFIRESt?RIMK(.ER: y ^ REPAIR ^ POOL J SPA ^ YES ^ WA e ~ d ^ MOVE ^ OTHER ^ NO .PROPERTY OWNER: ;= . CONTR AGTO.R;, ;.... AFtt;g[rECT 1ENGINEER:.- ,_, 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: 1g, NAME; 24. LICENSEE NAME: 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 3ov ~U 17~ ~ , on Z3u.rr ~Z,~~e. ~~/ GvSa 7 18. ADDRESS: ~ l~a, `~ s s~ s~,16~ 26. ADDRESS: ~.~c./cror.vrl~. j7~ 2 7 11.OFFICE PHONE: 12. FAX NO.: 19.OFFK:E PHONE: 20. FAX NO.: 27.OFFICE PHONE: 28. FAX NO.: 13. CELL PHONE: 21. CELL F?HONE: 29. CELL PHONE: 3~d- ~o!- ~lG o - - YL/9 14.,~E~~L ADDRESS: ~ ' ~- '~` 22. EMAIL ADDRESS: ~ J{~~~ ?w.:, w~ . ~ 30. EMAIL ADDRESS: 7.~^~C' d/hcaS Wls f~e11 '? f sn . t wn ~.. FEE SlMPt.E TITLE HOLDER: pFQikiBt'71iAttOVVNER) BONDING COMPANY: -.: MORTGAGE LENDER: < 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: 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 the standards of all laws regulating constriction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. 1 understand that separate permits must be secured for Electrical Work, Piumbing, Si ns, Wells, Pools, Furnaces, Bo[lers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that alt work will be done in compliance with ail applicable laws regulating construction and zoning. I will not occupy or use the referenced twilding or any part therof, until all inspections are finaled and prior to obtaining a certificate of ocrxtpancy or completion issued by the building official, as required by law. ~ 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. OVYNER orAGENT CONTRACTOR (If Agatrt of ltlprtreY of Aperlcy Letter.R.equfted) , (Qiialitier Only). . ... ~ - ~'~"~~ D t ~~~~ Signed: Date: e. a Signed: Before i ~ ay o ~~ . 20$in the county of Before me this ~~day the county or D val, State of Fbrida, has ors nafiy appeared D Statg Fbrida s al appeared h n by himself /herself and affirms that all statements and declarations ere herin by himself /herself and affirms that afi statements and dedaratrons a true and arxx:urate. true and accurate. Notary Public at Large, State of..~ ,Count of ry Public at Large, State o County of ~„_ Personally Known ~` `~, A ° RGADONN ~n~ ~/ ^ u~ iden6ficalion - ^ Id lion - P Notary Signature: }a7CPIRES: April ! I.7Ai0 Notary Signature: ,.., MY COMMISSION # DD536835 I- 4PiIidB1@iF ~~y ~: `~-,`.:, ..r.y F7.laalaYl~a~Assaeco~ COAB FORM BLDG01: REVISED:11/812007 ,S r1 "1'~f r r~ J ~ ",~ ~ ~ ._y,` Y , ~r~ ". :~ .,,~ U ~..=~:. _.- ~rJSil~~ City of Atlantic Beach Building Departrnent 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 Fax (904) 247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPt_tCA~'IOtV RE!/tEW AND 1`t~A,CKlNG FORM Property Address: ~~ i '" ~~3 ~' i 1t ~~ Applicant: ~~ n ~{~ ~, ~,UI I C/~ 1 ~ ~`~'(~~ \-tt'41fu. ~.f++f'if3\.t:• h. ,~ .V"%A'~ii+' ...~ua,..vi\'+. - r,-atr .f .. .. ~rProject: ~~:1_LL~~A~.:.~ De artment review re aired Yes No Building Planning 8~ Zoning Public Works ,Public,Utilities... ..,..; _- Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Fbrida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: []Approved. [Denied. (Circle one.) Comments: cc__ ~_ Q d~•c.. Gf ~ "~l. BUILDING PLANNING & ZONING Reviewed b : ~ ~ d ~' D t PUBLIC WORKS y a e: PUBLIC UTILITIES Second Review: Approved as revised. ^Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by~ Date:7 ~ ~F Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: 371-373 4~' Street UST ~~ ~~ L~J r~ t5 ~~ ~` Tyae Gross Area Heated Area Finished upper story 1750 750 Finished Open Porch 20 0 Finished Open Porch 20 0 Base Area 750 750 Unfinished Storage 72 0 Unfinished Storage 12 0 Total 1624 1500 Comp. By: RLC Date: 7/30/2008 Public Works Department City of Atlantic Beach Permit No: 08-894 Address: 371-374 4th Street R-~1 ire d Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopmentvo/ume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Qredevelonment Runoff Volume• Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Descri tion ft2) ft2) "C" Wtd "C" Impervious 2,.152 7,500 1.00 0.29 Pervious 5,348 7,500 0.20 0.14 Runoff Coefficient (C) = 0.43 Runoff Volume V = 0.43 x 7,500 x 9.3 V = 2,497 ft3 Postdevelopment Ru noff Volum e: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 2,810 7,500 1.00 0.37 Pervious 4,690 7,500 0.20 0.13 Runoff Coefficient (C) = 0.50 Runoff Volume V = 0.50 x 7,500 x 9.3 V = 2,905 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,905 - 2,497 DV = 408 ft3 12 12 Retention 371-373 4th street-onsite Retention.xls 7/30/2008 ~`"'%> CITY OF ATLANTIC BEACH w r'' r:::T,: ~ 800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 u _ ~. n OFFICE: (904)247-5826 ~ FAX NO.:(904}247•-5845 BUILDING-DEPT~COAB.US ,s-,~ ~=-~J>>~" BU1LDiNG PERMIT APPLICATION DUVAL COUNTY ~~~___ et 2 VAI,t1[ITLON Ot~~AJORIC: ..:..... 3; Ff]. Fi': t7NDEiiROOF .~ .: _ ., Atlantic Beach, FL 32233 ,w 4f LEGAL:DESCRIFTION:,_.,_ ..__._ : .. .. ::: .. .. ....;_ ,= 5 CCASS:Df~1NOfiir:._. ..,.,.,,,. .~. _ .._. ,,:., e~USE.OF'SZRIIGiUf3E; ^ NEW BUILDING ^ DEMOI.tTION ^ RESiDENTiAL LOT ~ BLOCK ~ SUB DIVISION (j3j / _~ ~ ~i ' ~ (ADDITION ^ CONVERTINCa USE ^ COMMERCIAL )Rk< _ .. _ . .., .:_ :. ;' 7:DESCRIPi70t~QF1Ni ^ ALTERATION D ACCESSORY BLDG. 8' FIRESFRMKL'ER:.. _ / j ^ REPAIR ^ POOL !SPA ^ YES ^ N/A a e i L MD ^ MOVE ^ OTHER ^ NO PRO[°ERtYOVYNER .. , _ .. CONTR ACTOR: _ _ ; ,...- , ARC'Hli'icC~ ~ ENGINEER: ,, , 9. NAME: 15. COMPANY NAME: 23. COMPANY NAME: 18. NAME: 24. LICENSEE NAME 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: fir 306 ~t1 . . on 13uc'r R,~~e ~L~ GoSa 7 t8. ADDRESS: s~s~ s~~t6.~,,,., ~ r~ /`L zs. ADDRESS: t1.OFFICE PHONE: i2. FAX NO.: 19.OFFICE PHONE: 20. FAX NO.: 27.OFFICE PHONE: 28. FAX NO.: 314-3 - /J o~/--685- ~!Z o ..~ _ i~~ 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 3d~ - ~9~1- ~6 0 - - Y~/9 14.~E~A(~AIL ADDS CRESS: /" ~ ~(, y " ~ 22. EMAIL ADDR/~ESS: / Wri~OL4Ytv~~~ ~~r ~ 30. EMAIL ADDRESS: C~~V6P:zp,.f I ~. frD^7<.RS i ~ i Wi l".. n > /-•//Y/i7 V~ FEE SIMPLE 77TLE HOkDER: -.: .:jIF 027~62ikUV1lDVY1;IER)s. . ;._ _. BONDING COMPANY:: ~, .~-.: MORTGAGE LENDER:. .: _ ~. ..,...:. 31. NAME: 33. NAME: 35. NAME: 32. ADDRESS: 34. ADDRESS: 36. ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indlgted. I certify that no work or installation has cDmmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating corlstrtidion in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if constnuction or work is suspended or abandoned for a period of six (6} months at any time after work is commenced. 1 understand that separate permits must be secured for ElecMcal Work, Plumbing, Si ns, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER SAFFIDAVIT - 1 certify that ail the foregoing information is accurate and that all work will tie done in compliance with ail applicable laws regulating construction and zoning. 1 wiN not occupy or use the refenenr~d building or any part therof, until ail inspections are finaled and prior to obtaining a certificate of occupancy or Completion issued by the building official, as required by taw. ~r 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, tF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER orAGEMT CONTRACTOR (H Agerll, .Power of AtComey or'Aga[F.y Letter ReQuirad) > , _ <:... <, ~ , ...: . , _ -.;:,.:: (t]liayfiet oriyp,_ _ . -.. . _.. _. 2 ,~ f~^ry" '~~ D ~/y~ t Si Signed: Date: e. a gned: Before i ~ ay o F.~Ltk 2i31~in the county of Before me this ~+ day ~1t..E' . 2~n the cx»,nty of D val, State of Florida, has pars naify appeared Flo D rida~as rs al appeared Statgf'f . ~ j h 'n by himself t herself and affirms that ail statements and declarations ere herin by himself /herself and affirms that all statements and declarations a true and accurate, true and accurate. otary Public at Large, State oG.. ,Count of ry Pubi'IC at Large, State o County of Personally Known ~~ F`~r A RGADONN fly Known ucsd IdenUr~cation - ^ uced IdentlficaUon - .~Y Notary Signature: fi}CPIRFS: April 1 1.2010 Notary Signature: ,.r":~ My COMMISSION # DD53b835 L. rar r11r~Pr ~ :. n.. - : A . , :,. , cr R, trnwyrz~ nsac lo. ~ ~ ~\fttv~~y''V9N1Py~i7 GOAB FORM BLDG01: REViSt.D: 11/6/2007 ~ ~ ~ ` ~ r ~ ~ .,.~' _._ ~t~~-- ,'~ ~ _,__._~. i"""'ce' f ~~,~Cl~~~~~ ~~ ~ .t ~~ ifr ~.'C74 ~ ~ '~ ~' d r 7~ ~, ~l ~ r ~,.h y ~ ~ ~ ~; {' %~' L ~~ ,.~, a'" r ,, ~. .. _.. 4 ~.~,, ,^~ ; // } ~/~' y~f ~... 7 ~ r~'~ / r t Ire? ~ ,~ „j lv ~` ~r'" J`. !,~_„"'' ."1 ~[ 9 ,F! r- ;'~ ? -s -fir „~~~ ~ ~~ ~~.•'~'„~' ~, ~~~'~~~ ~ p ~ II +~ TM~ t ~ i (~, jj/ ~ ° (~, /~ ~•~.. rs ~ ~; ~. ~ ~r/r ~~~~ . f~ x~ f ~ ~ ~; t `f ~6, w t, Lr yu ~~,i ~ . ~ {? r,. z T ~'~'fr~ ~ City of Atlantic Beach _ Building Department '' ~ ~ ' 800 Seminole Road - Y Atlantic Beach, Florida 32233-5445 ~. ~ Phone (904) 247-5826 Fax (904) 247-5845 .q, ~ E-mail: building-dept~coab.us City web-site: http://www.coab.us APPLICATION NUMBER - (To be assignedJ~by the Buildin~g!jbepartment.) Date routed: (X J • . _~' APPLICATION REVIEW AND TRACKING FORM Property Address: ~( (`~ ~~~ ~'~ ~T Applicant: ~~ ~ GZ,I~U(~rl~, ,~~~~ I~ ~Tt ~~ Project~i•4Y:1....o.rLa~.a. ,~'/-~^.~-:.~: ,._ .....,,..,~. ,_..,. De artment review re wired Yes No Building Planning & Zoning Public Works .Public.Utilities . .... - - Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. (Circle one.) Comments: ~ ~,/~ ~w~r+ (~' PLANNING & ZONIN -I~CIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES ^Denied. ~~~~ v --~ 7~4~0 Reviewed by: ~ ate: ~ 9 ICJ Second Review: [Approved as revised. ^Denied. Comments: Reviewed by: Third Review: QApproved as revised. ^Denied. Comments: Reviewed by: Date: Date: MAP S801rING~ y30UNDARY SURVI~Y OF LOT 28, BLOCK 8 AS SHORN ON MAP OF SUBDIVISION ~A'~ ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Lor v, BLOCK 6 (NO C. 6'WF 0.T W'LY 4'CLF 0.4' E'LY SHED < 2.4' E1Y d O J Q m N ~. F- o J 6'WF ~ 0.7' W LY~ 6'WF x LOT 25, LOT 23, BLOCK 6 BLOCK 6 0.7' WIDE BLOCK WALL ~I ON LINE ~O (NO CAP) ~~~ t1'7 "8 25' ti' tt' 6,8'X10' METAL SHED tt' ' ~t t" L~T 28s 11' e~oac s _ ~r tt' X14' WA ON 0.4' E'lY ~~ F 26.8 (B~ ~ X C OjM ~ m~i~ W n >- w r7 , 1-aNN ail N 23 ' ~( ~. y CON d m m 11' U e ~' (NO (NO p ~~jj ~~,, IRON(NO CAP) L~{~~CATCH 0.5' S'LY ~ BASIN FOURTH STREET (40' R/IN) unurr PaE ~~ -- aY -- ~+ '-€~ u., -._ o~: ~ ~~LY ,R f W UNE 430.14' IRON TO IRON (NO CAP) NOTES: 1. THE NORTH ARROW SHOWN HEREON IS APPROXIMATE AND FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. 2. THIS IS AN ABOVE SURFACE SURVEY ONLY. UNDERGROUND INFORMATION NOT LOCATED OR SHOWN. 3. THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL 120075-0001D, DATED 4-17-89. 4. LOCATED ALL 6" OR LARGER TREES. 5. DISTANCES SHOWN THUS: (PLAT) REFER TO ABOVE MENTIONED SUBDIVISION "A" Ar~_ANrlc RFar.H P- ar Rnnk 5 0.T WLY u, U 8 0 J • m ~.. N F- ~ A (an mo ~ ~ 6 . >m l n.9' F (Bl~ n ° s1 !~ l~ WALL/FENCE o 0. i LEGEND • FOUND 1/2" fRON (AS NOTED) O SET 1/2" IRON (LB 1704) R/W RIGHT OF WAY O.R. OFfTC1AL RECORDS BOOK OR VOLUME (BT) BUILDING TIE 7R TELEPHONE RISER CLF CHAIN LINK FENCE WF WOOD FENCE ® WATER METER ^ FENCE. AS NOTED. W/TIES TO FACE - o ff - OVERHEAD UTILITY LINE ~r " '~~ ( • ~t "° LOCATED LIVE OAK TREE AND SIZE '` LOCATED PALM TREE AND SIZE LOCATED WALNUT TREE AND SIZE -~rti.1e - ~o g \~ ~~~ C 2,~SL S~' /~ C .'~)w v ~~ S DRIVE ~' ` • I I FENCE 1.8' W LY ~.~ ~ z 11' ~ ~. 0.6' E'LY 8' S ~ PLA ~ 0.3' S'LY 165.19' 74.84' 49.79' 41CLF (NO CAP) (NO CAP) (LB FOUND IRON ~ ® ® ATCH ~d~ ~CATCH UNDER X-CUT .Q . ~ ~ ~A N _ BASIN N'LY R/W UNE ~~ SETIRON (LB 1704) ASPHALT PAVEMENT NOTc• AtSD FOUN l~~g =~ N ~ ~, 1 (NO CITY OF /r C ,~'~ 4~' ~~ Office of Building Official t`• REQUEST FOR INSPECTION Date ~ ^~~- j Permit No. //~ Time ~~ ~ ~~ A.M. Received ~ /' P.M. .~ i~ ~T/l` :S~ Job Address Locality Owner's Name Contractor 4 BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing ^ Footing ^ Rough Wiring ^ oug Air Cond. & ^ Re Roofing ^ Slab ^ Temp Pole ^ Top Out - Heating Insulation ~ Lintel ^ Final ^ Sewer ~ Fire Place ^ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. hur Friday P.M. Inspection Made A . Inspector Final Inspection ^ I Certificate of Occupancy C T. ~ / ~ ~~~ Date .~ // //CITY OF ~~~~ __ ~~ ~~~ fY~s~ /3~- ~~WILQ~s Office of Building Official REQUEST FOR INSPECTION Date ~! ~ ~ Permit No. Time A.M. Received P.M. 3~I ~- ~~3 - r ~e,~;~ ~~ Job Address Locality Owner's = ~~„ Name Contractor J '' ILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming Footing ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Re Roofing Slab ^ Temp Pole ^ Top Out ^ Heating Insulation ^ Lintel ^ Final ^ Sewer ^ Fire Place ^ F(~t,+~-( ~~ READ WSPECTtO Pre Fab A.M. Mon. Tues. ed. y~ ~ rs. Friday pM, Inspection Made o PM Inspector Final Inspection ^ ` Certificate of Occupancy ^ Date . CITY OF ~y,f~G~Itr~6C ~~' Office of Building Official REQUEST FOR INSPECTION ~ Q Date A. NF. Time Receive/d ~' r~ .~~ ~ ~ ~ ~ ~ Locality /~b Address Owner's. / \I /~~ ~~~; ~7~'~ v' l Contractor ( j~,(~ ~ ._.a___ \/~`~"-"? ~, Name O CRETE ELECTRICAL PLUMBING MECHANICAL BUILDING ^ Rough Wiring ^ Rough ^ Air Cond. & ^ Framing ^ Footing ~ Slab ^ Temp Pole ^ Heatin ^ Top Out C, Fire Place ^ Re Roofing ^ Insulation ^ Lintel Final ^ Sewer Pre Fab ~~~ ' , ~ ~ READY FOR INSPECTION MJ ~~ ~ Thurs. Friday P.M. ue . We . M n. t R ~ A.M. c~ I iJt r t~ f P.M. Inspection Made r ,' J,r ~ Final Inspection ^ Inspector ~ hf Certificate of Occupancy ^ Date