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Permit 90 W Dutton island Rd (Church Rd) JOB ADDR FM 1r C"� �QC� TYPE WORK raorEATY o Q CONTRALTO C TELEPHONE PST r�TDMBER i' DATE INSPECTIONS FOOTING ---- SLAB TLEBE" LINTEL . NAII,IIVC�/S�a Tg11VG -- FBAMLVG��COVER - - INSUI.ATION r3 FINAL BUILDING2— CERTIFIG4TE OF OCCUPANCY -2�'� ELECTRICAL PERDHT# 2 INSPECTIONS ROUGES' FINAL - z MECHANICAL Putum 3 o G 7 INSPECTIONS ROUGH_ FINAL PLV3fl VG PE LUM EaPECTIONS ROUGHAWDER SLAB TOPOUT WATEMEWF.R 1ILT NOTES. BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: *7- B u i 1 d i n g 7-Building Contractor: Building Permit Number : of )L q k Address : b � ✓� �` Leval Description: Improvements to the above described property have been completed in accordance with the terms of the permit, and is certified to be ready for occupancy as Lowest Floor Elevation : �._1 � j• tc required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire ZA- Public Works ! --V 2---- a n n i. anni ng A _ t <-_ C`� �-(� Ap 9.' &uilding CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 90 CHURCH ROAD Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 90 CHURCH ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22928 Date: 2/14/2002 to__ C DON C. FORD, C.B. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 90 CHURCH ROAD Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 90 CHURCH ROAD ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22928 Date: 2/14/2002 DON C. FCIRD, C.B.O. Post in a conspicuous space FLOODPLAIN DEVELOPMENT INFORMATION Location:: ?6) '4)adR ''2 W-Z? Sxenrkl ,DG'N'A),7Z Type of Development: ixrct6 FA-naiLl $"jC - Flood Zone: X- Required Lowest Floor Elevation: 40, If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all ap licable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed develo nt. Date 3-114-0 Applicant's Signat 3 4 f c -�e_- Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department C*"Jl i-� c - 1'k� Building Department Repr sentative FES-26-02 SAT 09:22 AM BOATWRIGHT LAND SURVEYOR 2413346 P.01 M A P O F S U R V E Y THE NORTH--HALF (N 1/2) OF LOT 9, BLOCK 1, DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGES 16 AND 16A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C H U R C H R 0 A D 60' RIGHT OF WAY PAVED FOUND 1/2"IttON 49.74' flE1;D SWAM F WT t/� NEON FOUND 11r WON 1E to xT1 twtE 0 wve(8"3672 PPE u 170.0TTV RIM • 50.0' 4972' FIELD ELb 10 a DRIVE 10 P and WALK N R W COWRE D W OONfRLIE x 15.2 7.7' �= 16.8' 10.0' 3 I .`moo N p Q f r;0 Ew CO _ v �w°' o W ;ri^ _p O C7 vt Lu z° aLu w a ip 16.T 25.2- 7.61 1 © x---- # 1 L I B L� 0 C K City of Atlantic A I � � 4.6' O.9 t'�� 50.00' roc to Oen°N 49.51' FIELD LTHE SOUTH 1/2 OF LOT 9 I BLOCK 1, NOT INCLUDED IN THIS SURVEY NOTES, FINISHED FLOOR ELEVATION SHOWN IS BASED ON NATIONAL I THIS IS A BOUNDARY SURVEY. GEODETIC VERTICAL DATUM 1929 NORTH ARROW IS PROTRACTED THE PROPERTY SHOWN HEREON APPEAR` I FROM PLAT. TO UE IN FLOOD ZONE 'X' AS WELL. AS CAN BE DETERMINED FROM THE "FLOOD ANGLES AS PER FIELD SURVEY. INSURANCE RATE MAP" COMMUNITY- PANEL NUMBER 120075 0001 D REVISED NO BUWNG RESTRICTION LINES AS APRIL 17, 1989 FOR THE CITY OF ATLANTIC PER PLAT. BEACH, DUVAL COUNTY, FL9RIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF B NTD IGHT HELPING HANDS MINISTRY OF ATLANTIC BEACH, INC. AND WAS MADE IN COMPLIANCE 1MTH THE - s Vats. MINIMUM TECHNICAL STANDARDS SET FORTH D/A/A 1N CHAPTER 61 017-6 OF THE FLORIDA ADMINISTRATIVE CODE, DURDEN LAND t SURVEr3672RS LB PR ZONAL LAND SURVEYOR No.-3295 FLORIDA DONN W. BOATWRIGHT, PSM 1711 SOUTH FIFTH STREET DATE. FEBRUARY 14, 2002 J4CICS0M1LLE BEACH, FLORIVA 32250 SCALE. 1' t 20 (904) 249-7261,FAY.1Ea41 2A1—.LU&—_ -----SCALE.- THIS MAP OF SU HAS THE ORIOINA Post4rFax Note 7671 Dere C-Z ► FILE No. 2002-178 � To From M Pt. Co Pfarre r ptww r Fax♦ ax* M A P O F S U R V E Y THE NORTH—HALF (N 1/2) OF LOT 9, BLOCK 1, DONNER'S REPLAT, AS RECORDED IN PLAT BOOK 19, PAGES 16 AND 16A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C H U R C H R 0 A D 60' RIGHT OF WAY PAVED WOOD 49.74' FIELD SANITARY FOUND 1/2" IRON POWER CO•00� MANHOLE SET 1/2' IRON PIPE LB 3672 POLE J O PIPE LB 3672 FOUND 1/2- IRON PIPE LS 3295 170.0' w 0 50.0' � TABLE TV RISER CONCRETE i� 49.72' FIELD 7 4 DRIVE 10 p Nand WALK N CRY) I W � COVERED W W coNCRETE x N 15.2' i vi 7.7' I 0 16.8' 10.0' I ~ a � W U_ w 0 Q I o �0 of CC) >-Z O I W to 0 Cr Q 0) o w N CD b `� F- 6 Ww p U_ !� � U') bix LLJ c 00! I 0I p a W M'x C7 < 16.7' 25.2' 7.6' wl t.t' � x x I g L C K I ��, 100. Z o a _ 4.8' 0.8' CE lvr U FOUND 1/2' IRON FOUND 1/2" IR PIPE CAP ILLEGIBLE 5��0� PIPE LB 3872 49.51' FIELD I LFEB � u r:,n2002 THE SOUTH 1/2 OF LOT 9 ut Atlantic Bach I BLOCK 1, NOT INCLUDED IN Building and Zoning THIS SURVEY I NOTES: �' II THIS IS A BOUNDARY SURVEY. NORTH ARROW IS PROTRACTED THE PROPERTY SHOWN HEREON APPEAR I FROM PLAT. TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD ANGLES AS PER FIELD SURVEY. INSURANCE RATE MAP" COMMUNITY— PANEL NUMBER 120075 0001 D REVISED NO BUILDING RESTRICTION LINES AS APRIL 17, 1989 FOR THE CITY OF ATLANTIC PER PLAT. BEACH, DUVAL COUNTY, FL9RIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF B�ATWRIGHT HELPING HANDS MINISTRY OF ATLANTIC BEACH, utrKrc i nntiv i �r tsui�uuvv j 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 1 ELECTRICAL PERMIT I Lt)GAT)+QN I -'aRMATION Permit Number: 22861 Address:- -90 CHURCH ROAD ATLANTIC BEACH,H FL 32233 �� ' Permit Type: ELECTRICAL : Book: e � I Class of Work: TEMPORARY POLE Township: Bao Ran Section: Proposed Use: SINGLE FAMILY Lot(s): Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: _ _t}Yf11tR ltF�1RMTtC3N y Date Issued: 10/16/2001 _ Name: BEACHES HABITAT Total Fees: 25.00 Address: 90 CHURCH ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/16/2001 b Pie' (000)000-0000 Work Desc: NEW TEMP POLE ` "" CONTRACTORS CATION FEES 25.00 iT CMA ELECTRICAL CONTRAC F a � z �,,yy� .� 'C�"fg. ONS ' 'k•''4h•...; 1 v 0 �. .ayti rewmts�`+a<. x�'{'` � _'��, �.: `a"",'' "� z���������� zw ,� �; 'a�t�'� �•�..' "n�."'�" ��,�"4r -rte' NOTICE- IN ECTiON F }UESTEDf ED-AT l EASE 24 HCttR RIOT T7 NSPECTION j 3i —1 BUILDING MATERIAL, ti88iSH AftfBRIS FROM THIS WORK MUST NOT PLAOED;JUBLIC SPACE,AND MUST BE CLEARED UPa D.MAULE[3 AY ICY tETHE t-;CG2NT'RACTCOR 0 LT IN THE i "FAILURE TO COMPLY WIT PROPERTY OWNER PAYII� _;, CEF �. t' 1 I i ISSUED ACCORDING TO APPROVED PLA x AR 7F ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS I I ATLANTIC B ACH BUILDING DEPT. s 18118191 91 Receipt. NNW Uct 15 Ci) 10t44a Building department. S 0 4 i 4'7 - 58015 � . CITY OF ATLANTiC BEACH, FLORIDA APPLICATION FOR KLECTRICAL PERMIT To r'+1, LHIEF ELECTRICAC 1h.WECI•CR: DATE.-ID IMPORTANT NOTICE: N :CN''!)EF#A7'ON U' z:R.N-7 3'VCN TOR DGING -;1C .IS ! CSCRIOFt: N THE F'A .0WING. NF hF,E3Y ACRE-- 7U �:'71'QR4f r.w;C NCRK 'N ACCLR.)ANC2: N;71i 'F E 3 i'iACSE�- °i.a`{' A.NG 5P!it-:rCA-'CN:. A?F, A nART HE`LOF, AND N ACL;ORDANCE .4171,- ThE IONS. CCL eS AND -;TY Gr Ar(.tNT:c 3EACH ORDINANCES. »CTRL FiI+M __ _ MASTER CTNICIA_V��G�NA _ , NAMF. S. Gf ADDAM.. _ O i1t3X 1ILd43.S12f,__-R ✓fd "- --- -RF:TW:GN: . —�- �,.�_�� RES. I I AVT. I I COMM. I i PUBLIC 4 1 (Mous.t i NEW ! T� OLD ; I AEW. I i ADDITION t ) TRAILHN I ) TLMP. I i SIGNS ! )_._,_.._,..-.x__..54 FT. ..__,_._ _ SErivlc;t: NEW IMCRt=+SSE i ) REPA414 CONDUCTOR S11E _ _ �AMh COPPER 1.-I- 3yVlTt•H GR 9Rt,�KRR ___AMPS i --._ PH I- w VOL'i , RAG[nA'� ' 1 F}(197.SEAV.SIZE --- AMPS ' PH —W}. _.._ VOLT-J__. ..—_ RACEWAY FFEEOERS NO. SIZE NO. SIZE 140. SIZE I 1 UGH IING OUTLLTS CONCEALED OPEN TOTAL RECFPTACI.FS +:ONGEALED OPEAI �T7TA4 _i — _.--,.,,._._.,. 1NGNOESCENT FLUORESCtNT&M.V- APrl1AMGa! j _ WELL TKAN6F 1 AIR � H.P.rRATING H,P.RATING CONDITIONING 'COMP.MQTOK OrViER MOTORS ( AMPS ICUL HEAT:; KW-HErt OVFR 1A0"OIIS 1 H,p, VOLTAGE PHS Np. ! i M-P. VOLTAGE PMs fi rF%A`SPO91NEaS. UNb_EA 600'+_. {! !I OVER 600 V. _ :—.— .._._,..._ +�ICV ._��KVA ..��...,.. ---...1KV A .. No NEON'aAN&.0 Np VA. MA. 41070"SIZC $W\TCo F'_XStiEF+ FAA" �%TTAL FORWARDED FEES �- -� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT --- _ _ — LOCATION INFORMATION PERMIT INFORMATION_ ---- Permit Number: 22939 Address: 90 CHURCH ROAD Permit Type:. PLUMBING ATLANTIC BEACH, FL 32233 Township: Range: Book: Class of Work: NEW Lot(sj: Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: OWNER INFORMATION Improv. Cost: Name: BEACHES HABITAT I Date Issued: 10/29/2001 Address: 90 CHURCH ROAD ` Total Fees: 53.50 ATLANTIC BEACH, FL 32233 Amount Paid: 53.50 _0000 000)000 Date Paid: 10/29/2001ti r= ----- Work Desc: INSTALL PLUMBING ' m', " ---- PILI CATION FEES IT= s '� ,k 53.50 KELLOW'S RAPID RESPONSE MBS- � L UNDER SLAB FINAL +h k Ng, al 2ry - 73 + NOTICE - INS?EGTtC3NM B) 'REOfJESTED At BEAST 24 HpURS !IIOF2 TO ISPECTION x i BUILDING MATERIAL, �E361S�1 AI�EBRtS`FRONl;r WORK M NOT, CED IN PUBLIC SPACE, AND MUST BE C .ED AWAY BY CONI RA 'OR OR OWNER 1-4 --— CNS "FAILURE TO COMPLY WI #E UTLI N A . A SULT IN THE OWNER PAYING I '� TS" PROPERTY ISSUED ACCORDING TO APPROVED PLANS WHICH A OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF i I ALTNTIC BEACH BUILDING DEPT. _ — J�ites i1/3d/il it Receipts A!e YAlAi613c'�iR91 �s Or ,�lT'zwxc ,�P1sC11�'It�'►1r P � JOB LOCATION" 2 z TELEPHONE NO OWNER OF PROPERTY: PLUMB ING CONTRACTOR g CONTRACTOR' s ADDRE S5: � i A7 _.r- 00 t 7 STATE LICENSE NUMBER: � �-- '�`"'- lT�:l S1xS��LL'� ww WAY or To SHOWERS I SINKS � WATER HEATERS LAVATORY DISHWASHERS BATH TUBS DISPOSALS URINALS MACHINE --2---CLOSETS I WASHING —� FLOOR DRAINS SHOWER PANS SEWER -- - �--WATER REPT PE —-- OTHER TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 cl SIGNATURE OF OWNER.: SIGNATURE OF CONTRACTOR: 4;6� -------------------------------------------------yl--------------- INSTALLATION OF PLUMBING AND ,FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY .AHEAD TO SCHEDULE INSPECTIONS — (904) 241-5826 3�fig ig3 )� CITY OF r��ttic SeacC - ��ivuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 -" TELEPHONE (904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. 15irely, ATLANTIC BEACH BUILDING DEPARTMENT --7CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 - - ERMIT INFt)RMAt10N _- - TT' LQCATIt N INFORMATION-, I Permit Number: 23067 Address: 90 CHURCH ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: improv. Cost: t111 NER INFEJ►R1111A►TIt)N — it Date Issued: 11J27J2001 Name: BEACHES HABITAT Total Fees: 43.00 Address: 90 CHURCH ROAD Amount Paid: 43.00 ATLANTIC BEACH, FL 32233 Date Paid: 11/27/2001 e: (000)000-0000 Work Desc: INSTALL HVAC CONTRAC' ICATiON FEES - OCEAN STATE HEAT &AIR IT 43.00 k # s' t k yk w. a tai � fi -0 lkr... ,. -. 77, ROUGH MECH Az p #�'..�• , •" 'l ,aia}: yfxi k ,sov+ ��.• :zai "'3.tk '..a ,+, tA•,a. a Y"a.� � ':+s. - � r NOTICE- SPE 'I"I T #t" �Cf A LSI po TO fN EGTION BUILDING MATERIAL, t lB$!SJ~l Ai 6RIS FROM TH(5 V1IC}RK MUST NC)T" LACED 1N16LlC SPACE,AND MUST BE CLEARED UP' D CTOR O ER, "FAILURE TO COMPLYLT IN THE PROPERTY OWNER PAY1111 ISSUED ACCORDING TO APPROVED P i:! RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISION - $43.111114 ATLANTIC BEACH BUILDING DEPT. �Ksli/2b/®1 91 Rec�ipta !115145 16893 BUILDING AND ZONING MSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC!MACH,FLORIDA 31=3 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTAN/T�—Applicant( o complete ail items in sec^cns 1, II, III, and IV. . LCCATI Sfnef . OF Intersecfing Stream: Satwe.n I t✓y -- y`C :. Andd- SU1L;ING -T'�rG ff $ubd(rision I 11. IDENTIFICATION —TO be completed by ail applicants. In consideration of permit given for doing the writ Is described In the above Itatement we hetebY agree to perform said wdrl in aceordence with the attacipd plena and loecificetions which are a part hemi and in «eordance with the C7ty of Jacitsonviile ordinances and standards of gooci.practice listed therein. Meme ai Meehanieal 1 contractor / • Cenkaater(Prier}) �jC f'G /'�V.4,-C Master ! ll'-C G`( 7%�•� Nome of Property O.ndr Signetm of O.R., Signetusa of Or A Agent - Architect or Engineer I I. MIS AL 1NFOR - A. Ty heating feels 8• IS OTHER CONSTRUCZION HEIR OONE ON �' CM1d THIS eU ILOING OR SITET n,f'� ❑ 646-0 Q Yeterel Central Utility —+/T— IF Y£S, GIVE NUM P NSTRUCTION ❑ OB PERMIT ( • ❑ Other—specih 1V. 1UCNANICAL 201,1111IMWT TO 11 INSTALiia NATURE OF WORK (Provide co mpbte lid of cempmeatle t bac!of this fens( Residential or ❑ Commercial Heat 12 space ❑ Remsed Zi Central 0 peer 11&� Yew Building -Air Cendattenings ❑ two C Con" C Existing Building DMet So.: Mefwia Tmd . ❑ Replacement of existing system Madmwss capacity 1J c f ra, New Installation(No system preciously Installed) ❑ Reerigeralien Q Extension or add-on to existing system Q Other—Specify Q CoelGp to *I Cepadty 9406 ❑ Am gsinuems Member of beds. Q H.wtsr ❑ Mealift 0 lis"fer Imsel rl THIS SFAc1 itol O/RC1 YEi ONL7 C3.Gewline pemps (aemberl (Raaeledl Q..Ta-+v (aamba►I Rmnesis 0 llri eeatN---� tsembar) Q Usibed prvanum vasaat r3 Mums Pe mil APp�vd W Deli Q O*ar—SpacRy Permit Fv@ LIST ALL EQUIPMENT AUL CONDMOMNG AND RZMGZRATiON EQUVXENT ( ) 2lumbsr Mattis Duaeivu0s 194"M msbl r Yaautaatum It w= c,, Iu . V HEATING-FURNACES,BONERS,FRESH CIS Caped ppssp Number Units Dencrivu— YoddNbaabsr Yanufaaturer (�TiJl� A.rm(Mr� TANKS 8ov Yaop Ty9r Wd te[ App-in%PQrer Contaleea ]tauntaotmw No. Age-VT DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATIONLO_CATION INFORMATION Permit Number: 22928 Address: ^ 90 CHURCH ROAD Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: 49,500.00 _ OWNER INFORMATION _ Date Issued: 10/26/2001 Name: BEACHES HABITAT Total Fees: 2,035.66 Address: 90 CHURCH ROAD Amount Paid: 2,035.66 ATLANTIC BEACH, FL 32233 Date Paid: 10/26/2001 � 00 Work Desc: CONSTRUCT NEW 181 ` THOME; R PL ,N 1066 CONTRACTOR(S) LICATIONF_EES -- BEACHES HABITAT p !T 0.00 M J i SMP T �. F 330.00 CT1,250.00 85.00 5.06 At 0.27 AL IMPRO 325.00 r �� hiW5 CCNLE ION x+ 35.00 13NST�3RG YA T 4.79 C#-# R("�� (,tH `" .: 3ik 0.54 TREE BARRICAOr0W - ri COVER UP � Y '�' IY3�. � C-X n CERTIFJOCCUPAt' _ NOTICE SPECT#O ST � UEST1At�AT LEAST HC�tJRS#?IR TO.#N 'ECTION BUILDING MATERIAL f�.!$BISN Ah =- � ��' ----- tEBR1S FROM THIS WORK MUST NOT LACED`INUBLIC SPACE, AND MUST BE CLEARED UP"%1D,:1t#A►ULI=p_ , AYBY:EkTH ,.G4NTRACTOR OR,.,. Eft "FAILURE TO COMPLY H N " iIG1 1I1i R LT IN THE PROPERTY OWNER PAYII �AIC.LO ISSUED ACCORDING TO APPROVED PL, IVlI$ RPTF T` RMlT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS Operator: DSMITH ATLANTIC BEACH BU PT. Date: 11/12/91 91 Receipt: 8818321 6 --- -- _ Total paynnt 12125.6 CITY OF ATLANTIC BEACH 800 Seminole Road-Atlantic EP Beach, FL RTMENT O 2 BUILDING 3 Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT - PERMIT INFORMATION __ PermitNumber: -_--- -- �--- CO ATION INFORMATION --- Permit T --1 Ype: ELECTRICAL Address: 90 - Class of Work; NEW CHURCH ROAD ATLANTIC BEACH, FL 32233 -- Proposed Use: SINGLE FAMILY Township: Square Feet: Lot(s): BlocRanker Book: Est. Value: Subdivision: Section: Improv. Cost: _ Parcel Number: . _ Date Issued: 10125/2001OWNER I ONF RMA OTI Total Fees: 45.00 Name: BEACHES HABITAT 45.00 Amount Paid: Address; 90 CHURCH ROAD ---- Date Paid: 10/25/2001 ATLANTIC BEACH, FL 32233 Work Desc: NEW 150AMP RES!„Y � P�(000)00D-0_ppp AL�SERVIC CONTRACTORS m a � CMA ELEC �hA TRICAL CONTRALT r O F zk �l TION .-EES --` a R I ,4 �v�v Ms 41 tz ROUGH ELEC 1C - _ - - 4 ` iV a y NOTICE ECTIONSE U- A7#-EASfi 2�1 HO - -- ----- !UILDING MATERIAL, IRS RIOT TO:{" lBBISH ANI'3" - VSPECTION LUST BE CLEARED UP ,�!EBRIS FROM THlS WC)RK MUST NOT ^ A'N HAULEd AY B1'-EI I HI~R`�NT �TOR O 'l.ACEI UBLIC SPACE,AND ' - - 1NNI*R FAILURE TO COMPLY IflTH � ' ----- ROPERTY OWNER PAYING C` [ ULT p IN THE I SUED ACCORDING TO APPROVED P � ?R VIOLATION OF APPLICABLE PROVISIONS O RPA�T ------ _ ERMIT AND SUBJECT TO REVOCATION ILI N i I ATLANTIC BEACH BUILDING DEPT. Operator: DSMITH --- Date: 11/12/81 81 Receipt: 8016326 Total Parieat 12125.66 Q 0 s. � 10 '�� �/ 3��s- �� 5001) CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PIRMIT f TO rAf t:HIF.� ELECTRICAL rA;SHECTCW DATE.—/%P�.• __ �19 IMPONTANT NVfICE: N '':CNS'XRA'l1UN 0,7 1O1W'' f;!VLN -QR DCINf; 7;4L 'rVL;i( AS N TOE fnL OWIn�;, NF tiE.��°"� r1(,! '0 PERf9Rtit .alr, NOOK IN ACCURDANCE ,VJTN -F:E 4'iTACitED DLA14- 1414f) �2'F,t;1FtCa"IISN_, E rART HERLOF, ANO 14 ACi-'ORDANCF mTh; Tftt REGU TiON5, rCi:i'� AND �;I'Y :;F ATtANT{C ISCACH ORCINANC£3. ELErTRlr,at.FIpN--_..._.._ .—....—_Ms.STF}i E,L�„crglC�n •Jic:N��1t;RE NAME��7 .ADORES3:�L �T L1�GL7 . RfD_�. �.Fttl:Y,��__ APT ( COMM. i PUKLIC ; I I%ous,1 EW! CLD : REW. '. , ADDITION ! { TRAILER : 1 TEMP, ! ) SIGNS f : _._.._­­­­­So.FT., SCRVtCi:: IrrY i NCAEASE i I REPAIR ; 1 _F£E�- 4 CDhOUCTt)H SIL.E,._.�Y,. AMPS r�CPw ;MTCH OH 411F.AKFA AMP>_ PM � W � r SERV !:i;l AAiPS °1i� N' --Vt�IT RACI:'WAV r � FEEDERS NO SIZE NO. SIZE 1i0. SI{F. i 1,IIiH'C1"1C3 DLTL TS CCNCEALE❑ OPEN TOTAL ' MCEfgACLE5 _ CCNCESL&CI ' — OPL-N ' TOTAL SIWiTC3i K9 � ' lNCANUtSCLV" PLOORESCFNµT &N.V. __.. /IXE.'7 ­1c .QIf.�T^ ^.V{q ----r � BELLfRANSF. A1A H.P. HAnNQ 4 H.P.HATING CONOIT'ChINt, COMP MUI'r)R QCF+ER MU'TORzi AMPS C.IL HEAT; KW•HEAT .. —,—. . . - -- r-__ �-. ._ _ �. 1RCSTiJAS k H.P. VOLTAGE 1 PNS NO- ? M•P- VOLTAGE Px$ MI CELI:ANF,e_l.S .�.,.y_..._ _—... �...---��_ ..._,___ �►_._ I I ._.�.-fh.-, IND. { KVA �j7 NC- jKYA r- N0 Nf;Qh T9A:�5 . ANO, _._ I !A. MA. i MOTOR SIZF SW1TCn I r'-A$NEiL` — M EACH 51G V l . FORWARCEC�— I Ln - o E 5 :. f �o APPRR0VE0 CI1Y 4E tTl.ANT{C BEACH ' (3dld ta13ry1�s.i9'6t ) PIAN-I(—i)' OO'0:7 b 0 NOLl1 /t ON1 ZZK S'1 n03 r^ tt�� rr N081 ,Z,/l ONn03 —x-- 2 V -- it---M •---+— T 2I � ON.0 l r" � dV0 ON 3 d N081 ,Z/t ONn d y I Bc W. w 41 3'JN33 ANII NfVNO .4 r ,. 1 7 ( 01313 L6''6t' Z494 •81 Idid UK 315 NOi11 Z/1 13S (00,019 8/t 3 �P t ( X1.3 ,S S1 ( 41,3 ,S'C ) fps✓ t„C/ O TJ ON 3dld c< b dVO ON 3dld-7/t oNno-4 6� Noal ,z/t ONnOJ o ,��i y CJZ co ,o, O ly '40 -11�0 o ri J m m S1N3YYH O83N3 3080N 0 .9 i ( f63 .5 S 30N J '2"'( O131J .0 t OS 1 dVD ON '3dld ( .00'OS ) V_ ,0 OS ) Z 0 1, .00 OL Al Z11ONnO3IL '3dtd /�•r1r1 ZL9£ l '3dld' N061 Z/t ONnOJ toV V 0 NMA /l 135 43AVd �bM 30 1HJ18 ,09 �j it PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: '�'o (f "-� L-)_ S OWNER: L,4 4 / 7 [✓� 1. Determine Occupancy Classification of the structure. Select occupancy classification Ps which most accurately fits the use of the Building. (Chapter 63) [✓] 2. Determine actual physical properties of building. [J] a. Determine building area each floor. (Area definition Chapter 62) [iJ b. Determine grade elevation for building. (Grade definition Chapter 62) [„}' C. Determine building height in feet above grade. (Height definition Chapter 62) [v] d. Determine building height in stories. (Story definition Chapter 132) (- e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) b. Check allowable height and area increases permitted. (Chapter 65) [-j 4. Check detailed Occupancy requirements. (Chapter 64) [-], 5. Check detailed Construction requirements [L4- a. Fire Protection of Structural Members(Chapter B6 &Table B600) [ b. Fire Protection Requirements (Chapter B7 and Table B700) C. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16-B26) [ 7. Check other requirements as necessary. [ ] a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers, standpipes and alarm systems(Chapter 139) [ d. Use of combustible materials on the interior(Chapter 138) [�]-' e. Roofs and roof structures(Chapter B15) f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other b ;- T CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Don C. Ford, Building Official don/sb.1 WATER IMPACT FEE WORKSHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 1 '2— Bathroom Bathroom group consisting.of water closet, lavatory, bidet, and,bathtub or shower 6 / 2- Bathtub(with or without overhead shower or whirlpool attachments) 2 + Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountaini c 6 /M A 4� 1/21 0z • S Floor drains 2 Kitchen sink, domestic 2 � Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray 1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet,public installation 6 C? TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ 330 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 j PERMIT INFORMAT_ION _____ __ LOCATION INFORMATION Permit Number: 22929 Address: 90 CHURCH ROAD Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date issued: 10/26/2001 T Name: BEACHES HABITAT Total Fees: Address: 90 CHURCH ROAD Amount Paid: ATLANTIC BEACH, FL 32233 Date Paid: 10/26/2001 '"'�PI� 4 (000)000-0000 -ux-�'.,��,. Work Desc: FOUNDATION PERMIT' - ; _ CONTRACTOR(S) A , T ,fi�ICATION FEES BEACHES HABITAT z t 1r �-' a'r 't.i n5 ' .a< �s jv- ti rk ' u wa: ty FOOTING . r ' ``tY4 'r^.' 'ttH, t �5 `. . k NOTICE- 1SPEGTIO USS`RE QUESTED AT L1;AST Z4`HOURS P R TCJYIECTION -_- BUILDING MATERIAL, F tBBISFt A P. Ri8 FROM THIS WORK MUST NOT B, LACED 1N,' ' BLIC SPACE, AND MUST BE CLEARED UP AIQ HAULED'AIVAY.13Y EITHER CONTRACTOR FAILURE TO COMP LY 11; H Ti "�'1FlIL ICtLT IN THE PROPERTY OWNER PAYIN ICEt1R ISSUED ACCORDING TO APPROVED PLAVNS�II R Ae1 s ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS '`L " A TIC BEACH UIL G DEPT. V4-1 1I�L CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address d � �'c"� ?. A Heated Square Footage @ $ � per sq ft = $ Garage/Shed .N,) @ $ 2 per sq ft = $ Carport/Porch � 9 , _@ $ _per sq ft = S Deck @ $ per sq ft - $ Patio t @ $ per sq ft = $ TOTAL VALUATION: $ `r $ qtr Total Valuation 1st $ $ Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE S + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE WATER IMPACT FEE $ ., SEWER IMPACT FEE $ WATER METER/TAP $ , ev`� CAPITAL IMPROVEMENT $ �' � SEWER TAP $ { � •?) RADON (HRS) . 0050 $ o _ SECTION H PAVING { ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 2 (10Q) SURCHARGE . 0050 $ Sit OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: A PROPERTY DESCRIPTION Lot # C/ , Block # _ Section # ?,f c„ At ,'zip. Subdivision:yLSI�� iPL � Street Name 19c> n g DESCRIPTION OF WORK or Address •` r 'r i (If in a FLOG^ dAZARD Flood Zone: rea complete page 3) �+ Brief DescriptionJ//J(( im&('�z 4_4�& • �� Class of Work: (New/�� Remodel/Addition: ZONING INFORMATION �"l Type of Construction: AJ'0-07� Zoning /' Proposed District: C7 Use:5tN6f,A Estimated Value $ Mg. god. DU Exceptions or Variances Materials: 00026 Granted: /1/©/C Solid or Filled ((��;; Ground: Sd4-) Roof: ) 40 S&Y//&ex .�^ Method of Heating: OWNER INFORMATION Property Owner: r3tauleS11,4A17-,47— Phone; cRw-- Mailing )7,.ddress Zip: Q CONTRACTOR INFORMATION Contractor- Sfh,.}es• Jas not.)PJL. Phone Mailing Address: Zip: Expiration STATE LICENSE NO: Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECI=FIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PE T IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND S PPORTING TA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. owner Signature DATE Contractor Signature . EA , DATE 3 /( �ld SWORN W AND SUBSCRIBED BEFORE ME BY THIS DAY OF 13.9'-' . akwig "NOTARY PUBLI �s« rce o *W-.*My Commission CC943448 4`4-stYExpires June 08,2004 �wlan N, Doolc ,10187 Page 2489 This instrument was prepaqAby P.O.Box 50939 oc#.2001151'3 Jacksonville Beach,Florida 32240 Page: 1008 '9 Filed A Recorded 10/15/2001 12:32:51 PM NOTICE OF.COMMENCEMENT JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND # 1.00 STATE OF FLORIDA Pest No.: 5'00 COUNTY OF DUVAL Tax Folio No.: The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with section 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of property:(legal description of roperty and street address if av ' able) a Gam Q.14- . ,� s�. -- >e 2. General description of improvement' To build a single family residence r7 C 3. Owner Information: D ST a. Name and Address: b. Owner's interest in the sue or the improvements: -)ivvro C. Name and Address of fee simple title holder(if other than owner) :N/A 4. Contractor: l - a. Name and Address: fil�A t'cel 0 C' uN L�� D� R- b. Phone Number: C. Fax Number:(optional, if service by fax is acceptable) C- 41 -01 n 5. Surety on any payment bond: NONE 6. Name of any lender making a loan for the construction of the improvements: N/A 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a)7,Florida Statutes: LP.O.Box 50939,Jacksonville Beach,FL 32240 Phone: (904)241-1222 Facsimile: (904).241-4310 8. In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1) (b),Florida Statute(Name,Bank and Address): N/A 9. Expiration date of notice of commencement: 1 year from the date of recording. The forego' ginstru,memtwasacknowledgedbefore HABITAT FOR HUMANITY OF THE me this L' ay �c, .of 1 200L by a i JACKSO LE A INC. t who ( ] is personally known tom r f has produced 'V-L-PL as identification By: 3 $� BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 RHVAC. RmDVIAL HVAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,Fl- 32266 (904)249-8251 8-9-99 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC -Residential&Light commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 36 Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 112" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Stuh 1.647 Tons (based on sensible + latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition ofACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 36 Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM:0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,April 06,2000 RHVAC -Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 3 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 1066 23,326 303 16,869 2,898 767 861 767 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System Thursday,April 06,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Builder: Beaches Habitat Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 1066 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 — 13. Heating systems b. Clear-double pane 130.0 ft2 — a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a.Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ b.N/A c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 16762.00 PASS Total base points: 17597.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yo�zt�sT9T�° Energy Code. calculation indicates compliance y�'.,,'''� _9,;...... .� PREPARED BY: Ocean State HVAC with the Florida Energy Code. DATE: Before construction is completed , I- 5 this building will be inspected for I hereby certify that this building, as designed,Win compliance with Section 553.908 �.compliance with the Florida Energy CodFlorida Statutes. SOD wg OWNER/AGENT: /„3,�ilt� BUILDING OFFICIAL: DATE: C1 Q DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1066.0 33.05 6342.5 Double,Clear N 1.5 4.0 6.0 19.22 0.88 101.4 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double, Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge@ DCA Form 60OA-97 EnergyGaugeOlFlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS: - PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 1 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeGIFIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points As 1066.0 9.76 1873.7 Double, Clear N 1.5 4.0 6.0 14.30 1.01 86.3 Double, Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double, Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double, Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total• 980.0 3626.0 As-Built Total: 980.0 3626.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1.279.2 Base Total: 1068.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duet X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 E7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeOlMaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 PASS �y0,ZHE- j o�.t 1/bf j oA�O 0 wE �SS EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between 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. 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 perimeter,penetrations 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 sealed at the perimeter,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 conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 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 with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeT"° DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 The higher the score,the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 - 4. Number of Bedrooms 3 - b.NIA - 5. Is this a worst case? No ` - 6. Conditioned floor area(ft) 1066 ftz a N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ftz - 13. Heating systems b. Clear-double pane 130.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.00 - d. Tint/other SC/SHGC-double pane 0.0 ftz b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft - c. NIA - b.NIA - - c. NIA 14. Hot water systems 9. Wall Types a. Electric Resistance Cap: 50.0 gallons - a. Frame,Wood,Exterior R=11.0,980.0 ftz - EF:0.92 - b. N/A - b.N/A - c. NIA - - d.NIA _ c. Conservation credits - e. NIA (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1066.0 ft' - 15. HVAC credits - b.NIA - (CF-Ceiling fan,CV-Cross ventilation, c. NIA HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.NIA M&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) �T ST9?�o in this home before final 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: coD WE v� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EES incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) Builders FirstSource X111 • � Truss Co. t-irstSburce 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone: (904) 772-6100 Fax: (904) 772-1973 JOB: CUSTOMER: HABITAT LOCATION: BUILD SET I Truss Takeoff IL Layout III. Engineering IV. Framing Details V. Simpson Strong-Tie Hanger Details VI. HIB-91 Summary Sheet Builders FirstSource.Policy re: Repair,correction or rebuilding of faulty trusses. This company is not liable or subject to any backcharges levied against it by a customer unless that customer so notifies Builders FirstSource in writing of the problem and allows Builders FirstSource a reasonable amount of time to correct, alter or remake the truss or trusses to solve the existing problem. /II Ncf)7 � 5 7 Z1 12 13 SQ C�- a J2 J3 J2 -� JA J3 v J4 1 4 ,� (JO10299--LOT - J010299--LOT T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 1,00 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #1 Dense ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. #1 HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W1 .50 W5X9= W1.5X3 III W3X4= W5X9= W1.5X3 o 4 4 T 2-7-15 8-1-2 W3X4= W3X8= HS412= W3X4 1430(A1) = W3X9(Al) s W3X4- 12 B 7-0-0 _I_ 11-0-0 _1_ 7-0-0 _I 25-0-0 Over 2 Supports R-1903 U-900 W-3.5- R-1903 U-900 W-3.5- PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STDi .... TY:2 FL 1 - R - Scale —.25"/Ft.' `^WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND `���� � ea j// TC LL 20,0 PSF REF JAN--66720 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �� �Q- INSTITUTE, S83 D'ONOFR(O DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ` �IFI �T � T C DL 7.0 PSF DATE 10/31/00, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED "Y -!„ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CL1 "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED __ BC DL 10.0 PSF DRW 8FSUSJAX 00305022 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN! ANY FAILURE TO .k.SES IN CONFORMANCE KITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND '7 BUILD THE TRUSSES �� � * — BC LL 0.0 P 5 F B F S-ENG FA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ALPINE / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE s yS� S �'('��F r TOT•L D. 37.0 PSF S E Q N - 74356 CONNECTORS ARE MADE OF 20GA ASTM A653 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f OUR.FAC. 1.2 5 FROM MSK Buil�derL�s�FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1waksonvillo,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ip�Y LL��`` SPACING SEE ABOVE ANSI7TP1 1•I995 SECTION 2. Iq, L1L -- (JO10299--LOT - J010299--LOT T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT-MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 Dense 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0, PSF, WIND BC DL - 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. , W4X5(R) Ill W4X6= W1.5X3; W1.5X3 4 4 3-3-15 8-1-2 WX4;s W3X7= 3W3X4=_ W2X6(A1) W2X6(A1) 1-2-8 1�2 BJ ( 9-0-0 I 7-0-0 t 9-0-0 _I 25-0-0 Over 2 Supports R-995 U-490 W-3.5" R-995 U-490 W-3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD �u�"`Y'✓ �Y'9�v„ QTY:2 FL - 1 - R - Scale -.25"/Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��� 4, � �� TC LL 20.0 PSF REF JAX--66721 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Q �i INSTITUTE. 583 O'ONOFRIO DR.. SUITE ZOO. MADISON, WL 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,� . r,� TC XL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. $ 'IMPORT A"T-' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z 1 - BC DL 10.0 PSF DRW BFSUSJAX 00305023 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = n BUILD THE TRUSSES IN CONFORMANCE KITH TP L' OR FABRICATING, NANOtING, SHIPPING, IN5IALLING AND ? ��j�'iJy�tJ' �k BC LL O.0 PSF BFS-ENG /FA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ,t /I F F CONNECTORS SPECIFICATIARE PIUDESOFD20GATASTMHE NAG53A60.10RGAl YEST ANSTEEIfRE ECEPiIASLNOTEDNO TPI. ALPINE TO - r"d S ATE OF ,� �� T OT.L D. 3 7.0 P S F SEAN - 74353 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (,� .t` [�``�� DRAWINGS 160 A•L. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING L L D U R.FAC. 1.25 FROM M S K RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Buitdom First3alrceDESIGNER. Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING !S THE RESPONSIBILITY OF THE BUILDING PER �,,, SPACING 24.0" ANSI/TPI 1.1995 SECTION 2. , \Y'M (JO10299--LOT J010299--LOT T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 Dense 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X5(R) 111 W06=— W1.5X3; W1.5X3 4 r —1 4 ::::�� 3-11-15 8-1-2 W3X7= W3X4= W2X6(A1) = WU4= W2X6(A1) I!2;i TLr�1 11-0-0 Ir 3-0-0 1 11-0-0 _I }� 25-0-0 Over 2 Supports - i R-995 U-490 W-3.5" R-995 U-490 W-3.5" Y111111UwMrrbUq . PLT TYP. Wave TPI-95 Design Criteria: TPI STD v"` r""*, Y:2 FL - 1 - - R - Scale -.25"/Ft. --WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �� *� TC LL 20.0 PSF REF JAX--6fs722 BRACING. REFER TO HI8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .�� 'C 1 F j(�Y _11, Iell 11 NSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, W[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Ttt' �RE1' TC CSL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS, SOT CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "N "IMPORTANT-11 TURN IST A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * * = BC DL 10.0 PSF DRW BFSUSJAX.00305024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F B F S-ENG /FA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :t TE OF CONNECTORS ARE MADE Of 20GA ASTM A6S3 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO C A P - T O T.L D. 37.0 P S F S E O N - 74359 - EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POS IT10N CONNECTORS PER �'q rSs LOR I DRAWINGS 160 A.E. THE SEAL ON THIS DRAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING (N�iw` .� D-U R.FAC. 1.25 FROM MSK B11IIdP.(S FIE515013FCC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESl6N SHOWN. THE SUITABILITY AND USE OF THIS JOCksmvIIIO IZ COMPONENT FOR ANY PARTICULAR BUIl01NG 15 THE RESPONSIBIl1iY Of TXE BUILDING DESIGNER. PER ��.gIrM1111„IIIit SPACING 24.0" ANSIJTPI 1.1995 SECTION 2. (JO10299--LOT J010299--LOT T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 Dense 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. , W4X4 W1.5X3W1.5X3 4f— —, 4 4-5-15 8-1-2 W3X7= W2X6(Al) W2X6(A1) 144X4= I_ 12-6-0 _1, 12-6-0 I 25-0-0 Over 2 Supports R-995 U-490 W-3.5" R-995 U-490 W-3.5" PLT TYP. Wave TPI-95 Desi gn Criteria: TPI STD .��`� $f9. �1�, :12 FL 1 - R Scale –.25"/Ft. •'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IFI �� TC LL 20.0 PSF REF JA X--66123 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` �r ��i INSTITUTE. 583 D'ONOFRIO DA.. SUITE 200. MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TOw PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FIMINISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED * * - BC DL 10.0 PSF DRW BFSUSJAX 00305025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO - BUIID THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND -• BRACING OF TRUSSES. THIS DESISN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S BC LL 0.0 PSF 8 F S-ENG /FA • ALPINE SPEC If ICAT ION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'Cd �'OF '�`� CONNECTORS ARE MADE Of 20GA ASTM A653 GRAD SALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ���Cr ALO 1 .� TOT.LD. 37.0 PSF SEON - 74363 _ EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �`` D UR.FAC. 1.2 5 FROM MSK RESPONSIBILITY SOLELY FOR THE TRU COMPONENT DESIGN SH WK. THE SUITABILITY AND USE OF THIS q - �� Builders FirstSource COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �����/NIff111111111111„ lacksmille.FL ANSUTP1 1.1995 5ECT ION 2. SPACING 24.0" (JO10299--LOT J010299--LOT Ji) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WIND TC DL – 5.0 PSF, WIND BC DL —5.0 PSF. WEBS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10-5-6 R-165 4 r- 2-7-15 2-7-1$ 8-1-2 R-73 U-180 W2X4( 1) a IE1-2-B.IE 7-0-12 ,I --7-0-0 Over 3 Supports R-350 U-190 W-3.5' PLT TYP. Wave TPI-95 Desi gn Criteria: TPI STD ..\` -448V2A3Q Y:14 FL - i - - R • Scale -.375-/Ft. **WAR NO TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING. SHIPPING. INSTALLING AND `�� W"" -tFt 7 ''% TC LL 20.0 PSF REF JAX--60724 BRACING. Rf FER TO HIB-91 (HANDLING INSTAILINO AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �, �INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TOV DERFORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Ct` 'CA �: T C D L 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL MA YE A PROPERLY ATTACHED RIGID CEILING. 1 —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lk 7 BC OL 10.0 PSF ORW BFSUSJAX.00305026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS OES16N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S ATE OF = BC LL 0.0 PSF BFS-ENG /FA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE (d CONNECTORS ARE MADE OF 206A ASTM A653 ORAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Crtr �LOR�oP `� TOT.L D. 3 7.0 PSF SE ON - 74366 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•L. THE SEAL ON THIS BRAWIMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�� `` OUR.FAC. 1.25 FROM MSK RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TING N 1 Builders FirstSource COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �• /�) L N �, ; Hnnnna� .T"DILB«Iv;De,FL ANSI/TPI 1-1995 sfcn6N 2. _ SPACING 24.0 (JO10299--LOT J010299--LOT J2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WIND TC OL — 5.0 PSF, WIND BC DL — 5.0 PSF. WEBS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 9-9-6 4 R-111 T 1-11-15 1-111-15 8-1-2 _L R-49 U-180 W2X4( 1) Ll-2-8 al-I 5-0-12 --- �-5-0-0 Over 3 Supports-- R-280 U-180 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD \a1Q'�":7('bn, QTY:8 FL 1 - - R - Scale -.3750/Ft. "NARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��O �� r A. '4 TC LL 20.0 PSF REF JAX--65725 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PEaiORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH NA YE PROPERLY ATTACHED C=y)� TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED Z BC DL 10.0 PSF DRW BFSUSJAX 00305027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO = * 7 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN = * _ BC LL 0.0 PSF BFS-ENG /FA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .A CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD 6AlY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOATE OF � •L TOTD. 37.0 PSF SEAN - 74369 EACH FACE OF TRUSS,-AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C ,�t+L �```�' DRAWINGS 160 A•E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM MSK BuildCEs FirstFL RESPONSIBII ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS - JNCICYOEFirst.FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Hi p``�• SPACING 24,00 • ANSI/TPI I-1995 SECTION 2. h, 1P (JO10299--LOT J010299--LOT J3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WIND TC DL — 5.0 PSF, WIND BC DL - 5.0 PSF. WEBS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. t + 4 r— 9-1-6 115R-51 1-3-15 R548 R-25 U-180 WN4( 1) Ii-2-8,1 3-0-12—>J 3-0-0 Over 3 Supports R-216 U-180 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD om"T I"Tf' f OTY:8 FL 1 R - Scale -.3751/k. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND %`��� �ii TC LL 2D.D PSF REF JAN--66726 BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TDI .(TRUSS PLATE J A �i INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI S3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ( �� �, TC OL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z BC DL 10.0 PSF DRW BFSUSJAX 00305028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO = * BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND s 6 C L l 0.0 PSF B F S-ENG /FA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN �L SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - 1r $ ATE()F TOT.LD. 37,0 PSF SEON - 74372 • CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Ql ` EACH.FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %Cr .'�LOR LDP �`` DRANINGS 160 A'I. THE SEAL ON TRIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , D U R.FAC. 1.25 FROM MSK BU11dCES FIFStSOarCC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING Z4.O" Jacksonville,Fl ANSI/TPI 1-1995 SECTION 2. +Ill I111�t``' (JO10299--LOT J010299--LOT J4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. WEBS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4 t— R-110 � 8-5-6 --r- 0 7_15 8-1-2 0-7_15 W2X4( 1) R-18 U-180 1E1-2-811-0-12J 1-0-0 Oveer_3 Supports R-211 U-180 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD ,��4'1':"��'�7j7FA„QTY:8 FL - 1 - - R - Scale —.375'/F t. "WARNING” TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING.AND \\� // BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �.�\_tQLQ 4D //�i�� T C L L 20.0 PSF REF JAX--6 6?Z 7 INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT10N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED c9���� TC OL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,� s —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED '� BC DL 10.0 PSF DRW BFSUSJAX 00305029 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .* BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; 04 FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7 * = BC LL 0.0 PSF B F S-ENG /F A ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO % �� S A TOT•L D• 3 7.0 PSF SE ON - 7 4 3 75 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�� <(7'`�� DRAWINGS 160 A•E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGy7K `` D U R.FAC. 1.25 FROM MSK Builders FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �t'T�^ Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �7�i , fiD L� �� SPACING 24.0" ANSI/TPI 11995 SECTION 2. a �� (JO10299--LOT J010299--LOT J5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4> 10-5-8 R-200 2.83 r- 2-7-15 2-7-15 8-1-2 W4X4= R-360 U-280 W2X4 Al) �1-8-8 >�E 9-11-9 9-10-13 Over 3 Supports -� R-385 U-240 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD "Om f2 Y:4 FL - 1 - R - Sc-ale ,-.375"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND �� _cQ to �� T C l L 2 0.0 PSF REF JA X--66728 BRACING. REFER TO RIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �� C- l F 1� -ff,�'� INSTITUTE. 583 O'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO - PERFORNING THESE FUNCTIONS. UNLESS OTHERWISE tNO1CATE0. TOP CHORD SNAIL HAVE PROPERLY ATTACHED T� �� TC D L 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'• FURNISH A COPY OF THIS DESI6N TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED * * BC OL 10.0 P5F DRW BF5USJAX 00305030 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 B C l L O.0 PSF B F S-ENG /FA ALPINE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S �F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .I' CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD QALY. STEEL.EXCEPT AS NOTED. APPLY CONNECTORS TO '� +CSC �j' . TOT.LD. 37.0 PSF SEAN - 74380 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERf� Loll( A DRAWINGS 160 Al. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i�i4 - OUR.FAC. 1.25 FROM MSK RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' Builders FirstSource COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Nhq 'JBckwinviue,FL ANSIITPI 1.1995 SECTION 2. 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IOC s�. oa ' 6uol',00\10a ay baa,�,ob ,t a� bo\ ypGG GGGGG Q9 �' ��"•g �a��u� °ga\� 4 GG G G GG 'u° ' aoa�3' °u ,�zE a c G G G G G GG '1•�9 9�� �< < 1.�Z�a �aS C 0 p G W Qo6t D MENS IONS I FASTENERS C O 4 A q pAVG o c p O g 4 MOQELW H D CARRYING CARRIED ULT MEMBER MEMBER R p p 1D C C .� HUS26 1-5/8;15-1/83 14-16d 6-16d 10000 i C C q q 0 o sa 4 DOUG FIR-LARCH/SOUTHERN PINE ALLOWABLE LOADS UPLIFT UPLIFT FLOOR SNOW CONST WIND _( 133) 1 C 0) 1 < 1 ) t < < 3 ) 00 0 i 1550 1550 2565 1 2950 1 3205 3315 s SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIFT UPLIFT FLOOR SNOW CONST WIND < 133) 1 C 60) 1 < C < 125) < 33) 1390 1 1550 2155 1 2475 1 2540 1 2580 1, UpIiF•t loads ,have been Increased 33% and 60% For earthquake or wind Loading with no Further increase at towed, Reduce by 33% and 60% for normal loading Such as in Cantilever construction, Simpson HUS26 DOUBLE SHEAR JOIST x NG13,RS