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1210-1212 Violet St (vault) w JOB ADDRESS f PROPERTY OWNER elm 7 Y 7 PERMIT NUMBER 7 9--� DATE INSPECTIONS: FOOTING SLAB - / - 9 TIE BEAAVI LINTEL NAILINGISHEA THING FRAMING/COVER UP 5 INSULATION FINAL BUILDING a-7-4� CERTIFICATE OF OCCUPANCY ELECTRIC, -L PERMIT# l�1 '2� INSPECTIONS ROUGH_ -!5-3-9 9 FINAL 7- a-7-19 9 MECHANICAL PERMIT# /9 1/ J--/4 INSPECTIONS ROUGH S 3"'/ FINAL :Z, a-7 I PL LAMBING PERMIT# / 7 9 -7 INSPECTIONS ROUGHIUNDER SLAB TOPOUT 3 WATERISEWER 8 - FINAL NOTES: J! ////11�� CITY OF ,da Office of Building Official REQUEST FOR INSPECTION 45, 7 Permit No. Date Time A.M. Received P.M. ocality Job Addr Owner's Contractor Name BUILDING CONCRETE ELECTRICAL PLUMBI G CHANICAL ❑ Rough Wiring G Roug C Air Cond. & ❑ Framing C Footing To Out Heating Re Roofing C Slab ❑ Temp Pole G p Fire Place ❑ Lintel ❑ Final C Sewer Insulation ❑ Pre Fab READY FOR INSPECTION _�L A.M. Tues. Wed. Thurs. Friday Mon. A.M. 7 P.M. Inspection Made Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date Jul -27. 1999 10:59.AM BESTCON INC No.1161wa-P.MAP SHOW ING OWING BOUNDARY SURVEY OF LOT 1, TH 10.00 FEET THEREOF. BLOCK 194, AS SHOWN THE ON MAP OF SECTION "H" ATLANTIC BEACH IN PLAT BOOK 1e. PA(-'E 3a nr 7IC RUBLiC RECORDS OF DUvgL COUNTY, FLORIDA. _ FOR: __EIE LQN INTI• SEARINa REFERENCE i5 ND1'22'OD'W FOR THE wYSTERLY RIGHT-oF- LLEVATIDNS ARE SNOWN TH w.Ar uNE OF MAIN STAEeI AS PER 7HC A60K MIrLAT US: (74.07) AND REFER TO NATIONAL 0[OOfTIC VERTICAL OATyM, UNIT — "H" — BLOCK 194 CHARLESa& TAIRA A_ LEw.S; NEW AMERICA FINANCIAL, INC,; QLD RV"OLIC NATIONAL TITLE INSURANCE CO.; �- BLANKENSH,P LAW FIRM, P.A. VIOLET STREET C 50' RjW ) N 01 .22900" W 40.00 9 ,aD i 270.Do N � o �oDV 0 10.0' 11.6 - 4 •t l 4) N C4 u.a ?' I N 0 L 10 y Q x rOV RED � i r (v < NEN V 2. m i O .( H v m • .. I _ S.0 I I -J [1 a � 0 fj h G N K uQ'CJ J I R- tli W U w > U U Q N 5 4 A) O Q O 0 _3 8 O I C) 0 2. F z, O J 5 ( � � `J I � In � t N 1/1 ;o10.0' zs.e' 3,5` • / ? W 00 m Z CONCR1TT 1 1 DL O 0 K 1 19 4 �n L 0 T I tO.0 T N 01 '22'00" W N I 40.00' o i L 0 U BLOCK 125 � J FINAL SURVEY; 7-23-99 NOTEi FOUND ALL IRONS. 110UNIDATION - : FOUND ALL IRONS. I HEREBY CERTIFY THAT THIS SURVEY PERFORMED UNDER MY RESPONSI8LE DIRECTION MEETS THE LEGEND: WINIMUM TECHNICAL_STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 811C17-8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • < C%N TL MONVULNT ( • 1/ rDUNp�00N U 1704 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJEOT PROPERTY EXCEPT AS SHOWN. 0V2'Al Sao-. -LB 1706 wg s ,C710N uNC hQjL AAE LOT SVRVEYED HEREON APPEARS TO UE WITHN FLOOD CLAWS AND ASSOCIATES INC. p �TR•tQTMGLE LIEN.) ZONES X ' A9 SCALED FROM THE FLOOD INSURANCE RATE 7845 NAtDO AVE— JACKSONvtUE. PL.,32207 MAPS, COMMUNITY PANEL NO. 120O7fl- R21L DATED: 4-17-89. PC PONT C6*k Q1Rvg7URE PT AOF vm RPRC RpNT rmRK SURVEYED: :ARCH 23. 19 Aw CURVE FD. FCVND SCALE: 1" 20' Rn" RR1T-OF',rAY FIELD BOOK 824 PA REL$+E °JRv4.OR NO. N97, F ORIDA O.R v.oma�AL MCOR08 VOLA" JOSE A. HILL JR. J J.fA aayp SUopR�l>r EtEOTWC SURVEY NOT VALID WITHOUT EMOOSSED RVEYOR'S SGL x"W*`wiTH TiRN2 FAIR eceived Time—Jul -27-'!0 40AM �,.h. .t 'fti.'•.... � � f `•:.'� t' - r`L A"_ � U L�)1'�. s F. �..� ,��A� �., s ' .� .....e=— o o r'�0 0 0...o'.%'��.... .........'�� ^... ...............�•� ` ....o�.1=e ,v 01truffitratt of Orrupanru Atlantic w 1 1 J J Nforiba a 1110 av Department °�� i ' 1 I 1NuilbingInspection This Certificate issuedpursu ant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the io, a For the following. various ordinances regulating building construct n or us jjjr7_ v v p► ��C SINGLE FAMILY ATTACHED 17792 eUse . , v ' v Type Construction Sf Fire District i Address 31-12kOwnevni 91 3225CI. --1 Owner of Building Bestcon, Inc. p rL-1 �j Bu di Address et Street Locality Atlantic Beach, FL 32233 1210 Viol 9 (° r ° v �I e Building Officiaf •at= I,e v e^/`, POST IN A CONSPICUOUS PLACE ° rte^�i >>� I��j0000°v°,►�•��o�1r��1�r-w��_o°°°��, a1;t,�I/),��=�:�/J�\� �`� ��i)l/`��LL� .\JiIT��t�••�lly vv •ifo o I� e •�1. ° ° v ° ►iso 1 1 `��'o e /e ° or," ° • `Se of// e _ • • e p Inv05 1 • a 1 a J�° I p p v e t , CITY OF 4,�dw Bim- / �a - �� Office of Building Off' ial El D )-,a --a3 22 ,/ REQUEST FOR IN ECTION✓» /y9'/// 'C-- /, / Date_ / 7 C,� — �Od� Permit No. Time A.M. Received / PM, O / Job Address Locality Owner's Name Contractor BUILDIN CONCRETE EL CTRI LUMBING Framing ❑ Footing ❑ Rough Wiring ❑ oug Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO Mon. Tues. / Wed. Thurs. Friday P.M. Inspection Made -PRA Inspector nspect e of Oc upa ❑ Date CITY OF7y/? Bim-�� J�417 z__zw- Office of Building Official " REQUEST FOR INSPECTION dI Q Date O r Permit N Time A.M. Received P.M. O zolt Job Address Locality Owner' Name Contractci,— LL—� BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air Cond. & ❑ Re Roofing Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. /Thurs. Friday P. <A Inspection Made P.M. Insp or F Certificat7of ccupa �7) Date ?�� i BUILDING, PLANNING AND ZONING INSPECTION DEPART.NE.VT CITY OF ATLANTIC BEACH, FLORIDA CERTIFIC.4 TE OF OCCUPANCY WORKSHEET _ g Date Requested. Building Contractor: Building Permit Number: % 7 -7�%2- �'3 Address : /--2 _ / D/ a Legal Description: /vfs /¢ Z /oc� / �\ - e C 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: Ll S✓ required as bui7z BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED _ Fire Al 4/A Public Works '7-�27-9 g �� Planning 91 Building `}- FLOODPLAIN DEVELOPMENT INFORMATION Location:: 1,,2 L F— T J r Ty pe of Development: i, t�]\e x - 1S-fs x.312 -Ci Flood Zone: Required Lowest Floor Elevation: j ?. , 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 applicabl r visions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed elo ment. DatI C Applicant's Signature Department Use: Required Lowest Floor Elevation 2A' As Built Lowest Floor Elevation �l Survey Filed with Building Department E✓ Building Department Representative '! Jul -12. 1994 10:47A.M EE`;TCON INC No.70 6 F. 3r, 1-7t>u1 I MAP SHOWING BOUNDARY SURVEY OF THE SOUTH 21.00 FEET IOF LOT 2, TOGETHER WITH THE NORTH 18.00 FEET OF LOT 3. 1 I BLOCK 194_ AS SHOWN nN MAP n_fr cFrnew "N" Am &mnr gEArru' I r,b R'ewRuEu Ir !'L%cT cooK IS, PACE s♦ OF THE. PUESLIG KEGok[)5 of DUVAL COUNTY, FLORIDA. FOR- BESTrnwi +w,C �.'NC �ii4. • V�LY n vi';�— F-:;AY yiiY yr MAYI� .'aTni LT '�ECI '•E AaO.7 I^ENTIONM PLAT, ELEVATIONS ARE SMOYMI•THUS. (14.05') AND FlefM TO NATIONAL GEODETIC VERTICAL DATLM. ^ I IAIIT — "C" — BLOCK 144 i VIOLET STREET ( So- Raw ) I N n1•??'nn" W I ,s'cveRuc,.tLe Fu4no ID f TCN .7.x./V U I I l'H I I I 2e o�,. . 1-� ,e.a I zs.a I � I nl,•�� "["" I i I I V 01 1 io °I'11 I I ` Nj 1 J NI 1 11 o m I I OQH ILl2�:1--► II " I 13 A I I I O W I w1 1� 4-`< > �� ,III ar 4 I ► W I I 1 la aaI I I u l °, o < Iof I " $ n N I va I- __ t I 0 I z I IP W I Q I I 00 oo I I �"'/C'A�:74,51 I� II — �- / e s t_jr'. .,�s ,51 1 w / I 1 / L I:cQmcwkA I to / vAn,p� v -`OT 2 ` I LOT 7 I 29.0 0.' 01.200" W a %:0 Q-7 I 0 2 I L 1 I B L O C K 1 9 5 � I FINAL RVEY: ,- -4>? 2 1 i<: OUNO ALL IRON A$ N FOUN ON SURVEI' 3—Z3—a� NOTE: FOUNO ALL IRONS, EXCEPT SE CORNER O MIH U inNIGAR?3i 0AR�FY THAT fCATHIS 'AfID SURvERY:+RSMNif.�'0Rf1ANCFUNDER MY RWITH CHIAPTERR®lOG1cN8,EFLORDA 11 a raV o cra-rst, n+Onv� l ADMINISTRATVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES). AND fURrHER CERTIFY THAT II �2�FaND IaoN u nw •" UFOI: '1•£ .L'9JErT P R O PCATY EXCEPT AS SHOWN. 0 1;Y SET I'ON-:-A. t70! THERE ARE NO VISIBLE EvEnvpC^M�••'� II g qUq py{�AasTRu•v AND A OC{ATESS IN � I[NflIAI ANOLf(OE T►) NQ�F, THE LOT SURVEYED HEREON APPEARS TO UE wTN+N FLOOD CL ARSON R RADIUS . AS Ar_ 1643 NALDO AVE.. JACKSONVILLE. FL, 2207 ± ARL LPNOTH ZEES $CAI Fn Fonu TPF FLOOD INSURANCE RAZE __..�x�� 'f Nn t o07R - OD40 OATEO- 4-17-89. II►G ►aNT O�CURVAfII E MAPS. COMMUNITY PANEL�,.�-- pp�� PT Gp•.T OF RLVER ^`URf G 11 .t FOUND IN �,POUN�CDRvc C1_lavEvE0- MARVI-2._ 1999. _ PD. q/1Y 6X0 of-aIAT SCALE: I.• ao ZQ- RICI SURVEY N0. 4467,FLORIDA oFF1C+Al R[cORDS YOLU4C JOSE A. HILL JR. 1.LA 4^'4N1!a are[c FIELD 1300K _UA PAGE B`7 ,::.L I+�->�I r SURVEY NOt VALIV *TjojT C.ID= :I�'• (w+w IKS TO 7 A" Received Time—Jul -12•- 9'03 "'! . II. ._.. .... , ��1 � St,T. 'a', �' :;yl �,.,'•,`1 rY !t C`�..�.. �::t •t i_. i2/n�12/z 1/oo�efSfree� �� MAP SHOWING PLOT PLAN OF VNI.T "G" — BLOCK 194 THE SOUTH 10.00 FEET OF LOT 1, TOGETHER WITH THE NORTH 29.00 FLET OF LOT 2, BLOCK 194, AS SHOWN ON THE MAP OF SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18 , PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 4NIT "H" — BLOQK 194 LOT 1, EXCEPT THE SOUTH 10.00 FEET THEREOF, BLOCK 194, AS SHOWN ON THE MAP OF SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. H V 1 0 L E T S T R E E T ( 50' R/W ) _TRE END FVGE OF ASPHALT PAVEMENT PINE 14 S01 022'00"E OAK 40. 00' 3 . 0 00.00' 29.00' 21.00' ^ 8' 10.00' 2zo.o' x w 0 0 O S N ft O N Q 0 4. O a N 10. 20" BRL 0. V) Q o r) to 12.0' 12,0' N ti a N 0 � 3 J . 0 U)rs Q O IVA p 2.0 2.0 O 0 Cr a N O Y e- O� 5.0' 5.0' OO H z LC O L-LjLL .. n W Z n U F' N z cJ N , 10"P h-Z zo �Z y0 Z U1 ►= Z �' � O 0 W ]a W °3.s a.5'O aJ w 0 Jw O J J J 0 N W W J Lo d n M 0 1s"v LO M�M , 26.5' S' 26.5' 9.0, co W 20" BRL PATIO A/C A/C PAT10 4"0 6'0 4"0 L O C K 1 9 4 T 1 L O T 2 40.00' 39. 00' Y N01 "22 00"W U L O T L 0 T L O T 2 3 Ofl) O (D N B L O C K 1 9 5 J r m PREPARED BY: F OOD C ITICAM THE LOT SHOWN HEREON IS IN FLOOD CLARSONANoASSOCIATES, INC. zONE X AS SHOWN ON THE FLOOD INSURANCE RATE PROFESSIONAL LAND SURVEYORS MAP, COMMUNITY PANEL NO 120078 - 0001 D , DATED: 4-17-89. 1643 NAL.DO AVENUE JACKSONVILLE. FLORIDA, 32207 DATE: �ary 25. 1999- SCALE: 1' = 20" PHONE: (A04)-396-2623 FAX: '904)-396-2633 Received Time—Jan - 25 .— 2 : 27PM 1 I I � � N� ,I FIX) N �I y. �I a It� � � �I DI - - - - - - - - - - --- - - - 4 Ln IDLn\ _ �'! I - - - - - - - - - - - - - -- - - - VZV7 1 T I - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - I uo.30. 19 99. 3:50PM.BESTCON INC MAP SHOWING BOUNDARY SURVEY OF LOT 1, EXCEPT THE SOUTH 10.00 FEET THEREOF, BLOCK 194, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18. PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON. INC. BEARING REFERENCE 15 NOt'22'00'W FOR THE WESTERLY RIGHT—OF—WAY LINE OF MAIN STREET AS PER THE ABOVE MENTIONED PLAT. ELEVATIONS ARE SHOWN THUS: (14.07') AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. UNIT - "H" - BLOCK 194 VIOLET STREET ( SO' R/w ) N 01 022'00$1 w ' 40.00' 10.0' 270.00' co 00 w N N �) O C3 N 6.5' i ,2.0' — N _ Y 1 O r Q I � I ! I a N v J z 2.0' m I C Q C) o ; O P � v Ih Q N Iol oa ' w i > W , z : s.t' 0 1 o o u % ,' � ;' < I G I O p fe I } c I � � at~II (t7 I(D < L0 26.5' L W -� 10.0' 3.5 F-7 00 00 �- m Z r Ej O C K (x L O T 1 lD.0 N 01 "22'00" W SIV 3 1999 40.00' City fA tlanLigC each T L 0 T 2 Buil ing and ening I Y r B L O C K 1 9 5 m J FOUNDATION SURVEY: 4-13-99 NOTE: FOUND ALL IRONS. 11 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE II LEGEND, MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 611317-6, FLORIDA r�i0 CGNCRETE 6ahu"�`' AOMINISTRATIvE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT II 1/2"FOUND IRON LS 11704 THERE ARE NO vTSi6LC ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 1/2'SET IRON-LS 704 II RRL BUILDING RESTRIC110N ONE �pC�,' CONC CONCRETE NOg: THE LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD CLARSON AND ASSOCIATES• INC R CINTIs.ANGLE(CELT.) ZONES • X- _ AS SCALED FROM TNF FLOOD INSURANCE RATE 1843 NALGO AVE.. JACKSONNLLE. FL., 32207 INC. L ARC LENGTH R CEOTRUNE MAPS, COMMUNITY PANEL DATED: 4-17-89. I) PCPOINT OF CURVATURE PT POINT OF TANGENCY / + PRC ROINT OF REVERSE CURVE SURVEYED! MARCH 23. 1999. N. (I Ptc PONT OF COMPOUND CURvE ro SCALE: ,1" 2D' R/W RICRT-L RECO RfiCI.TER£0 RVEYQR NO. 448?, FLORIDA I O.R.V.OACKSO RECORDS iKlU FIELD 600K §24 PAGE-§. 1 O J.EA. JACHORITY LE 1AtC:KI JOSE A. HILL JR. AUTHa+In SURVEY NOT VAUD WITHOUT EMBOSSED SURVEYOR'S SEAL # s(VAN'W=TM TCE FA Jun-30. 1999- 1:49PM- •BEgTCuN INC - !,ie.7209—P. 4 MAP SHOWING BOUNDARY SURVEY OF SOUTH 10.00 FEET OF LOT 1, TOGETHER WITH THE NORTH 29.00 FEET OF LOT 2, BLOCK 194 I AS SHOWN ON KAAP OF SECTION "H" ATLANTIC BEACH AS kECORDEO IN PLAT BOOK 10, PAGE: 34 OF THE RU3LIC RECORDS OF OUVAL COUP:?Y, FLORIDA. FOR. SESTCON, INC- BEARAG RL-rEREFICE IS NOi'22-00'i: FOR Ti4E ` LY RICHT OF W;.Y NE ^_F MM4 STPEET �S PER THE A90VE uFNTIONFO PI AT. c�cVAnnyc ARE SHn- THUS (14.01') AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. UNIT — "f"' — RI nr.K 194 I V 1, 0LET STREET ( 50' R/W ) I N 01 '22'00" W 39.00' -- 40.0' 10.0' 29.0' 21.0' _ 220.00' 0 0 1 V 0 C) 9.u' T 6.5' 12.o' 0 11.5' N 04 (0 0 O In o I N CNw I Q zc I r i 12.n� I _ s.o' r z J 3 n d I,I IY LL o � 0LL ' ub < X35' z Q � u1 p ED J J & '�' � I J I � � � Q L � I L rn J W L026.5' �� ( 9.0' •0000 Do r I v > O z Ln 1i u 0 L O C I K 1 9 4 LOT 1 l 0 T 1w. 1' 40.0' 10,0 1D.0 1.0' "vq a' X� 0.4N 01 '22'00" Weach 39.00 )ning I � ; L 6 IY r I8 L 0 %1, K 1 9 5 0 I � E6 FOUNDATION SURVEY: 4-13-99 N ALL IRONS. I) HERMY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND MINIMVNI TFCHNiCAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE "TH CHAPTER 61G17-6. FLORIDA . 'wNU LONi:RETL rO—V? ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT f I!z;FOUND IRO'US 1704 THERE ARE NO VISIBLE ENCRDAC1iMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN 1 0 +!a SET IRON-Le n04 BRL BVILDINO RESflUCTION LINE CONC CONG C SON ASSOCIATES. � xINC. A RAD,u AL u'OLE(OEC t V TH NO� THE LOT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD vl-AR.7an� AND M7SOC�A IGS � q4 RAoIUS AS SCALED FROM THE FLOOD INSURANCE RATE 1843 NALGO AVE., JACKSONVILLE. FL.. 32207 44 4 ARC`ENG ZONES — DATED: 4-17-89. �I PC PdNT"CURVATURE MAPS, COMMUNITY PANEL NO�11gIIZ�-�� Pt I-'I T Of TANGENCY PRC POINT OF REVERSE CURVE SURVEYED: MARCH 23. 1999. PCC POINT OF COMPOUND CURVE FD. FOUjN RIONT-OF-wAY SCALE: 1" 20' REGI.TFRCD SURVEYOR NO, 4487, FLORIDA O.R.V.OFFICIAL RECORDS VOLUME J.EA. JACKSONNLLE ELCC IKIk; FIELD BOOK 624 PAGE 6_ 10 _ JOSE A. HILL JR. A0m0RItt SURVEY NOT VADD M17MOJT EMBOSSED SURVEYOR'S SEAL vATN TIES TO FACE CITY OF AW4o.&e Ve d - �'&zida 800 SEMINOLE ROAD - --- -- - -- ATLANTIC BEACH.FLORIDA 32233-5445 TELEPHONE(904)247-5800 FA%(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: '7- �2 7- 9 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address /7�G z 1�2/0 171�3 12 1.2 V71 Sincerel , Building Department CITY OF 4 �eael - jlecvzia!a 300 SED1INOLE ROAD - _ - - - _ - --. - ----- - - --- .ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904)247-5300 FAX 190.1) 247-5305 SUNCOM 352-5300 DATE .27-9,9 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re- Final Electrical Inspections Dear Connie: Final !!?spectior's on t1e foil-^veiny^ locations lave been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you I,ave any questions. (�7- erel/y, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address—/ 2-- Il I S T Date Heated Sauare Footage 2r 3 @ $ Per sq ` - = S Garage/Shed @ $ per "q" - _ S Carport/Porch iSr_;a S —per sq tt = $ Deck @ S per sc tt = S Patio O S per Sq *t = S C7 C' TOTAL VALUATION : S 3 O 2- Total Valuation 1st $ Remaining Value $ per thousand or Portion thereot TOTAL BUILDING FEE $ + ;./ Filing Fee S ( ) Fireplaces @ $15 . 00 $ �� BUILDING PERMIT FEE S Z114 00 WATER IMPACT FEE $_. &'/0,d0 SEWER IMPACT FEE $ i.2 ro_C1 O WATER METER/TAP CAPITAL IMPROVEMENT S. 3 :2 E. SEWER TAP ;-(3 ) RADON ( HRS ) GG50 _13, 77Z3 0 SECTION. H PAVING HYDRAULIC SHARES S 0 – CROSS CONNECTION S DO Zt 3 i SURCHARGE 0 0 50 OTHER GRAND TOTAL DUE == 131 ADDITIONAL• PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp , SwimminaPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or !VOTES : Bestcon, Inc. 1/8/99 -"kplan 1213 Design Based on 1997 SBCCI, Section 1606 Roof Pitch : 6112 - Mean Roof Height( ft ): 16 - Wall Height: Varies Velocity Pressure (psf): 20.44 Wind Speed(mph) : 100 End Zone Length ( ft ) : 6 Wind Front to Back: Transverse Right Sidewall : Length of Load Area-:11' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 5 8 1.1 20.44 450 Shearwall Length- 3.5'+4'+8'=15.5' Total 1259 Load Shearwall Unit - Length Shear j Unit Shear: 1-258.88 15.5 81.2 plf 1st. floor SW Left Sidewall of Master Bath: Length of Load Area-11'+6.25'=17.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @.Top Plate (lbs) First Floor Wall 17.25 8 1.1 20.44 1551 Shearwall Length. 3.5' Total 1551 Load Shearwall Unit Length Shear Unit Shear: j 1551.12 3.51 443.2 plf 1st. floor SW(3)wl MTS27B 1113/ 9 JeffreY. u1sberg, P.E. (904) 886-2401 1 Bestcon, Inc. 118199 Pt&n 1213 Right.Sidewall of Porch: Length of Load Area-6.25'+10.33'=16.58' Description Width (ft) Heigfit(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 16.58 8 1.1 20.44 1491 Shearwall Length: 5' Total 1491 Load Shearwall I Unit Length Shear Unit Shear: 1490.88 m 5 298.2 plf 1st. floor SW(3)w/MTS-27B Left Sidewall: Length of Load Area 10.33'+2'=12.33' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6 :_ 8 1.65 20.44 809 First Floor Wall 6.33 8 . 1.1 20.44 569 Shearwall Length: 3'+3'=6' Total 1378 Load Shearwall Unit Length Shear Unit Shear: 1378.48 6 229.7 plf 1st floor SW(3)w/MTS27B Jeffrey K. Hulsberg, P.E. (904) 886-2401 2 Bestcon, Inc. 1/8/99 Plan 1213 Wind Side to Side: Transverse Front Wall of Main Frame: Length of Load Area-3'+3.5'+11.75'=18.25' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 12.25 8 1.1 20.44 1102 Shearwall Length: 12'+3'+6.5'+16'=37.5'. Total 1911 Load Shearwall Unit Length Shear I Unit Shear: ( 1910.81 37.5 51.0 plf 1st floor SW Rear Wall of Main Frame: Length of Load Area-11.75' Description Width (ft) Height-(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6- 8 1.65 20.44 809 First Floor Wall '5.75 8 1.1 20.44 517 Shearwall Length: 28'+4'+15'=47' Total 1326 Load Shearwall Unit Length Shear Unit Shear: 1326.32 47 28.2 plf 1st floor ]SW SW- Shearwalls nailed at 6"o.c. on edges and 12"o.c. on intermediate supports with 8 d common. SW(3) -Shearwalls nailed at 3"o.c. on edges and 12"o.c. on intermediate supports with 8 d common. G � Jeffrey K. Hulsberg, P.E. (904) 886-2401 3 D CD = ,� D -iurnNj 0 70 0 - a m:3 0 _r co ::3 r Z7 -i m A C C6 N cn N A D Cn I CJt N w O W m 70 O n a 7 OO -4 C) CA W W r 0a1 j O O O O O n � 6 (D O (D • l C2 # 70 Ccn O W N Z A c N v Cl)- W � IvOlACnIA N O N OJ co N 10 0 0 0 O c-0 c I I 7 W n Q (n 0 cn (Dcn cn ( I2 ca Iv n N � A - {vv �� v 0 ycn 0 N o OD � �IM � � 0 N O CIS w O N Z CD X IX X z � oi 0 Z n 7u o I I Nl m - � co o = o # Z (n I —� cn v (D N tD Q O -u -0 z O O I a fD a o n cn C7 C) 0 C) C)I 0 O D r r D D o Q N w 00rn N -� A O I PROZZSCRIPTION RECEIVED Lot # 11 a , FEB 4 1999 Subdivision' A-r 1'G �� p � � �� 2_ City of Atlantic Beach Street Name 1 DWC=TION OF MKIlding and Zoning or Address: (If in a FLOOD HAZA&D Flood Zone:_ area complete page 3) Brief Description ( Class_ of Work: Eiwl �,^ \ Remodel/Addition: ' lJL Lam' ZO Type of Construction: n Zoning Proposed I District: Use:. Estimated Value $ Exceptions or Variances Materials: Granted: So1i_d or Filled, Graundz `,�L 1 i C Roof:. _ Method of Heating: OAROW Property- Owner. ( Phone Mailing— arlin Address 0 1 Zip: r-IrMIPPINIrs?cyst INTbRZ'ION i Y /�— l Phone:d�I 1 9`-I� ---37 Contractor: Mailing Address. oc Ic� � Zip: �xp4� 5- ork STATE LICENSE N0: � �� Q Deratioa I HEREBY CERTIFY THAT I HAVE PLEAD 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 SPECIFIED HEREII3 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 PERMIT ONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SU ORT NG DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE ' cr � Gj Cl 1 Contractor Signature E C1 L, SWORN TO AND SUBSCRIBED BEFO E MBY 1� ��. �� L,� /� THIS DAY OF 199 . ti�"Y ty•- Andrea L Durst / . ., . MY COMMISSION#CC749895 EXPI NO Y ABLY ' June 10,2002 `' BONDED THRU TROY FAIN INSURANCE,INC FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1213 Builder: BESTCON Address: Lot: H/194, Sub: ATLANTIC BEACH, Plat: 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:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 12.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1213 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 164.5 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ 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, 170.0(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, 1000.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,206.0 112 _ 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, 1228.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 17386.00 PASS Total base points: 18928.00 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 yo4zxEST9T�° Energy Code. calculation indicates compliance PREPARED BY: GILBERT MILLER with the Florida Energy Code. "" o Before construction is completed a° DATE: - / - 9c1 this building will be inspected for d I hereby certify that this build as designed, is in compliance with Section 553.908 5� compliance with the Florid ergy ode. Florida Statutes. OWNER/AGE T: BUILDING OFFICIAL: C' l DATE: DATE: - -z EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details FADDRESS Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 1213.0 33.05 7217.1 Double,Clear S 1.5 5.0 15.0 34.50 0.81 417.6 Double,Clear S 1.5 2.0 8.0 34.50 0.57 156.0 Double,Clear W 1.5 2.0 4.0 36.99 0.60 89.1 Double,Clear W 1.5 5.0 30.0 36.99 0.88 971.5 Double,Clear W 1.5 6.0 34.0 36.99 0.91 1148.6 Double,Clear N 1.5 5.0 15.0 19.22 0.92 263.9 Double,Clear N 1.5 3.0 4.5 19.22 0.83 71.9 Double,Clear E 1.5 10.0 54.0 40.22 0.98 2124.8 As-Built Total: 164.5 5243.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 206.0 0.7 144.2 Frame,Wood,Exterior 11.0 1000.0 1.70 1700.0 Exterior 1000.0 1.70 1700.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Base Total: 1206.0 1844.2 As-Built Total: 1206.0 1844.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1213.0 0.60 727.8 Under Attic 30.0 1228.0 0.60 736.8 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1213.0 727.8 As-Built Total: 1328.0 846.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 41.20 -7004.0 Raised 0.0 0.00 0.0 Base Total: -6290.0 As-Built Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1213.0 10.21 12384.7 1213.0 10.21 12384.7 EnergyGauge®DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H1194, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16049.1 Summer As-Built Points: 13440.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13440.4 1.000 1.047 0.284 1.000 4002.3 16049.1 0.3573 5734.3 1 13440.4 1.00 1.047 0.284 1.000 4002.3 EnergyGaugel DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 .18 1213.0 9.76 2132.0 Double,Clear S 1.5 5.0 15.0 4.03 1.20 72.4 Double,Clear S 1.5 2.0 8.0 4.03 2.27 73.1 Double, Clear W 1.5 2.0 4.0 10.77 1.13 48.9 Double,Clear W 1.5 5.0 30.0 10.77 1.03 334.2 Double,Clear W 1.5 6.0 34.0 10.77 1.02 374.6 Double,Clear N 1.5 5.0 15.0 14.30 1.00 215.4 Double,Clear N 1.5 3.0 4.5 14.30 1.01 65.0 Double, Clear E 1.5 10.0 54.0 9.09 1.01 497.2 As-Built Total: 164.5 1680.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 206.0 3.6 741.6 Frame,Wood, Exterior 11.0 1000.0 3.70 3700.0 Exterior 1000.0 3.70 3700.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Base Total: 1206.0 4441.6 As-Built Total: 1206.0 4441.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1213.0 1.20 1455.6 Under Attic 30.0 1228.0 1.20 1473.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1213.0 1455.6 As-Built Total: 1328.0 1673.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3196.0 Raised 0.0 0.00 0.0 Base Total: 1513.0 As-Built Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1213.0 -0.59 -715.7 1213.0 -0.59 -715.7 EnergyGauge®DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 9279.6 Winter As-Built Points: 10651.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10651.1 1.000 1.064 0.437 1.000 4954.5 9279.6 0.5340 4955.3 10651.1 1.00 1.064 0.437 1.000 4954.5 EnergyGaugeT"" DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5734.3 4955.3 8238.0 18927.6 4002.3 4954.5 8429.6 17386.4 PASS 4Vp4 THE STg1�o�n c4 d � a 11 COD WE �� EnergyGaugel DCA Form 60OA-97 EnergyGauge9)/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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&toptbottom 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 b all residences. _ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marke7circuit breaker electric or cutoff as must be rovided.External or built-in heat Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial po must have a pump timer.Gas spa&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 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. EnergyGauge"A DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.3 The higher the score,the more efficient the home. Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1213 ft2 c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 164.5 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d. Tint/other SC/SHGC-double pane 0.0 112 b.N/A _ 8. Floor types _ _ a. Slab-On-Grade Edge Insulation R=0.0,170.0(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, 1000.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,206.0 W _ 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, 1228.0 ft2 _ 15. HVAC credits b.Under Attic R=19.0,100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier, b.N/A 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 o energy saving features which will be installed(or exceeded) o4TgE S7.4 in this home before fin inspec ion.Otherwise,a new EPL Display Card will be completed ,, € O� com nt featu S. based on installed C e Builder Signature: Date: yG �`�� TI City/FL P: �( Address of New Home: 6 r7 Ci /FL Zi Cpp wE� *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 EPADOE EnergyStarTudesignation), your home may gualify for energy efficiency mortgage(EE" 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.ucf edu 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) SERIAL # 7116 * ResmanuJ (c) * 01-18-1999 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : 1213 Address : H/194 AB City/State : Owner : Builder : BESTCON HVAC contr. : McGOWAN' S Cond Flr Area: 1213 SF * GLASS/SF RATIO = 140 * House Faces : North * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location Florida I Jacksonville --------- -------------------------------------- -- North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff . 38 Deg. F Winter Temp. Diff . (wTd) 35 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 114 Indoor Summer Relaltive Hum. 550 Indoor Summer Design Gr/Lb. 42 Indoor Summer Dry Bulb 75 Deg. F Summer Daily Range 19 Deg. F - M Summer (Actual) Temp.Diff . 19 Deg. F Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F ------------------------------- * HEATING SUMMARY * BESTCON .DAT * COOLING SUMMARY * SUBTOTAL 19963 .35 ISTRUCTURE SENSIBLE 14260 .42 MECH.VENT- 30 Cfm 627 . 00 SENS. + MECH.VENT : 14887 .42 TEMP.SWING @ 3 DEG. : 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 998 .17 DUCT GAIN 1788 .74 TOTAL LOSS/BTUH 20961 . 52 TOTAL SENSIBLE 19676 . 16 TOTAL LATENT 4059 .21 SENSIBLE + LATENT 23735 .37 20% OVERSIZE FACTOR 4192 . 30 20% SENS.OVRSZE FTR: 3935 .23 ACTUAL + 20% OVERSIZE: 17887 .42 SENS . + 20% OVERSIZE: 23611.39 HTG FTR = 37 . 8 CLG FTR = 20 .5 CLG DESIGN CFM 958 .88 * EQUIPMENT SELECTION EQT MANUF JANITROL CU MOD # CPKE24-1 AHU AFUE OD#HSPF A30 -05 TYPE HP HTG INP/BTUH HTG OUTP/BTUH SENSIBLE BTUH 18400 LATENT BTUH 5600 TTL CLG HTG CFM BTUH 1000 24000 TONAGE 2 (S) EER 10 . 0 CLG CFM 1000 a = ct� -1- _ U3 to - --,� 0 N , 6RG EO OFOR 1 @ -- — --r ; POINT r — — , t � m -- 16'4" --- ��—a}a-- 12.4.. — �{� a{�_16'4"8 57' ---- ROOF FRAMING PLAN NOT TO SCALE N Ln 41 0 fn O 0 41 r- -i O 11 O U r 1 U 1 l id ?4 n at w a u ,) N 11 4) la f~ Ul >, Of u q -1 --+ O Ql C C7 U U) n. w M v 14 In 3 m o f- I 1l inul al a/ p A ° ,� m � ::$ U o H U) m v H In oG x to al a, In 0. nS W .-i 1 .1 'CS U)�j � a Es. -rl rl - U U - S~ H ^ O -4 O n Q i� � M Q Q •• a a � 3 n Q In rn vl cn U) S~ r I G o . , a �� W a. 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N do c N ' O N N N '>3 41 II O Q t 1 ll 34 0 M O >a ao , v v .o v a >~ It 'A a O o w al x x ,1 V) lJ ON co 'A r-I � � �+ � Ho a n .0 il. w w � � o X - O \ v bI N H .7 7 It la x U W u In .Q O t~ `t3 :E: O Ol 11 O N 34 4) 14 N N -t a H 11 O a U --i ll 1, rl w G 'o `0 'o 'n I'D z \ -,1 .a -r+ rn w u) N U) la la s; 2S -.i N al al o ko o %o A .--I - N t4 O 1-4 11 -.� .. Q) .. ,� 11 14 14 vl A v a) m id a >, A --I q Q H > t0 C4~. C U U N H �4 W u A E4 rt1 -.-I E. Art 10 .E x U2 U U 0 1ot)- (0-0012). LOT TI M N HIP GIRDER W./TRAY 7 THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM TOP CHORD 2x4 SP.i2 N 2 Complete Trusses Required E BOT CHORD 2x4 SP 62 N MESS 2x4 SP s3 NAILING SCHEDULE: (0.131x3.0y.Pails) 100 MPH MIND. 15.00 FT MEAN HGT. SBCCI. TOP CHORD: 1 ROM @ 12- O.C. BOT CHORD: 1 ROM @ 12' .0 WEBS : 1 ROH @ 4' O.C.ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. O WIND TC DL - 5.0 PSF, WIND OC OL = 5.0 PSF. USE EDuaL SPACING BETWEEN ROWS AND STAGGER NAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. IN EACH ROH TO AVOID SPLITTING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFF #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEB CONTRACTORS WARNING THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADOITIO AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DUR INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRC 7* 12'6" 7 �X x4 4x4 07 T 1.5X3 12 6 p o - 4X5(8) 5X12 5X12 3X4 3X4(A1) � 3X3 _Q 3.5 Q4 12 12 13'10-12 12.7"4 �2• 7113 �.---6.7-3- 4 6 3.2-8---j-4 9.8 26'6' 7• 12'6" - 7• 432 432 Rv-927E Un5300 W-3'8 _ Rv-2342# U-9G0# W-3'8 Rv-776/ U TAG = T35 TPI-95 STD) QTY= 1 PLIES= 2 TOTAL= 2 REV. 18.2cA PLATE-ALPINE TPI95 IRussEs REDUIIE EXRIEME CARE YT TC LL 20. ALPINE ENGINEERED PRODUCTS. INC- 0 1/06 90 )(IMPORTANT**SMALL NDT BE REspowsfBLE FOR AMY ARMING IN IWxLING. ERECTION AND ' 7. DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS- OR ANY GRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN t�Tom.' TC OL t FAILIHE TO BUILD THE TRUSS IN CCWOR AWE WITH OSTOB BY IPI. FON ADDITIONAL SPECIAL PEINAIEHI BRACING RE �1E DLI0ALPINE CONNECTORS ARE NAGE OF 20GA GALV- STEEL MEETING ASTM DUIREMENTS-ILE55 O7/EiMISE INOfCATEO. 70' A2319� O0� A446 GR B EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE of OIORD 9UIL1 BE LATERALLY eR.cEo WITH PROPER. 7 BC LL TRUSS AMI UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SMEATHIM BOTTOM CHOHO sf AH C s♦ 37- WITH PROPERLY AT7►oE0 Rum GETTING--SEE . - TOT.LD. J CONNECTORS PER DRAWINGS f30. 150 G 1Fi0A-F- DESIGN STANDAROs •ff tAM�ORIp CONFORM W/APPLICAOLE PROVISIONS OF NOS C TPI. AN EWGINEER•S ALP 1 _TECNICAL UPDATE (7/1/91) FOR Y41QaER Cf �.M NDUR.FAC. 1.2 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLlUTINTN. Fl/7N1s1 A COPY 6 THIS IN ONLY Af0 SHALL WOT BE RELIED UPON IN ANY OTHER NAY. DESINJN TO TE TRUSS ERECTION CONTRACTOR- CM`_ SPACING See •--TPI -TRUSS ATINSTITUTE, 5- 1991 N►TT A I F AT F T TI lob (8 00121 LOT / 72 26'6" CQMN HSP W/TRAY THIS DNG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM TOP •CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 NPH HIND, 15.00 FT MEAN HG7, SBCCI, DEFLECTION OF 0.27' ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF E CALCULATED HORIZONTAL D CUE TO LIVE LOAD AND 0.EFL20" DUE 70 DEAD LOAD. WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFF RECOMMENDED CAMBER 3/6" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' X 4X 5X6 1.5X3 3X6 12 - - v 6f7 v 5X14 5X8 5X6 3X7 1TN f� 3X6(A1) �= d 3.5 2X2 Q 4 12 12 26'6" 6� 2• 7'1"13 7.3 4.6_ _1`3.2-8 4.9-8_I_ 26'6' Rv-1096# U RV-10960 6-5600 W-3"8 TAG = T2 OTY= 1 PLIES- 1 TOTAL= 1 REV. 18.2c PLATE ALPINE TPI95 TPI-95-(STD) 20 ALPINE ENGINEERED PRODUCTS- INC' TRUSSES REWIRE EXTREME CARE 01106 90 - 7C LL *'*IMPORTANT**9ull MOT BE RESPONSIBLE FOR ANY ARNING 111 NANOLING. ERECTION AND 7. DEVIATION FRLx1 7NI5 DESIGN 011 THESE SPECIFICATIONS. OR AMY BRACING. SEE H[B-9f BY TP[. SEE THIS OES[Ei1 !j T�T��. p�, TC OL FAlIwE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FM ADDITIONAL SPECIAL PERMANENT BAAC111G RE `er ' J�. 8C DL 1 O ALPINE CONNECTORS ARE MAGE OF 20GA GALV..STEEL MEETING ASTM OJIAEMENTS_ �E55 011fAr15E INDICATED. TOP X23 9 ROPERBC LL O 0� $NLLL BE LATERALLY BNCED WI7N PCHORD _ M46 GR B EXCEPT AS NOTED- APPLY[OMIECTORS 70 EACH FACE OF Cl�O TRUSS AND I►4ES5 OTNEIMISE TOUTED 01 THIS OES[GIL POSITION LY ATTACHED PI,YMOOD FEA7NING. BOTTOM O,OAO F A r E es„ 37 _ 70T.L0. COMIEC70A5 PER IxurlNGi f30. 130 G IGOA, tW IUM STYOARDS WI7N T'PoPEPLY A7iAbE0 RIGID CEILING—SEE -'(Oq TO P CONFORM r/APVL ICAeIE PNOY1510N5 of NOS C TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE l7/1/91t foR PROPER Cl r, OUR.FAC. -C SEAL ON THIS puWING AERIES TO THE COMPONENT DEPICTED HERE onYWALL APPLICATION. Fl1i1I511 A LUPY OF THIS ST_ •wO137+ SPACING 24 IM ONLY. AND SMALL N07 BE f1ELIE0 UPoN IN ANY OTHER MAY. DESIGN TO THE 7iA/M ERECTION CONTRACT_ Cj --TDI -THIISS PLAT T T 99 NAT A if AT i J - 1 L T T M N HI P W TRAY THI OWG. PRFPAREO BY THF ALPINE JOB DESIGNER PROGRAM TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH HIND. 15.00 FT MEAN NGT, SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.29' ENCLOSED BLDG. -0 PSF, WIND BC DL - 5.0 PSF. NOT LOCATED WITHIN 4.50 FT FROM ROOF E DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. WINO TC DL - 5 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFF RECOMMENDED CAMBER 3/6' AT MIDSPAN BETWEEN BEARINGS. RIGID BE PROPERLY ATTACHEDTOLATERAL AT 24" THE BOTTOM CHORD. MUST 4X6 X X 4X4(R) 3X5 FrH 12 3X6 0 6F,;- In 5X5 3X4 5X]2 5X6 3X7 T.6. 3X6(A1) w x33 12 12 26'6" �2• 7'f"13 6.7"3 4'6 3.2.8 4.9°8 26'6" Rv-10970 U Rv-10960 U-5600 H-3-8 TAG = T5OTY= 1 PLIES= 1 TOTAL= 1 REV_ 16.2[ PLATE-ALPINE TPI95 TPI-95 STD lI ALPINE ENGINEERED PROOICTS, INC. T-1 IPAISSES LING.REQUIRE EXTREME CARE 01/06 98 TC LL 20 *IMPORTANT)(M SMALL NOT BE fESpDMSIBLE FOR ANY ARNING IN MAIALIHIG, ELECT IDN ANO ♦•N 7 DEVIATION FROM]HIS DESIGN OR THESE SPECIFICATIONS. OR ANY ORACING_ SEE NIR-9f BY 7P1_ SFE 7115 DESIGN q� TC DL FAILURE TO WILD.THE TIWHSS IN CUHFDF*tANCE WITH QSf8B BY TPI_ FOR ADDITIONAL SPECIAL PERMANENT BRACING HE ri• �f-_�� BC DL 10 ALPINE COHaHECT00.5 ARE MAGE OF 206A 6ALV. SIEEL MEETING ASI" OUIR EWTS_ UNLESS OTHERWISE INDICATED. TOP �`Az 9r CCC`- BC LL 0 0� A446 6A B EXCEPT AS NOTED. APPLY COHIHECTORS TO EACH FACE OF 1]1010 SHALL BE LATERALLY BRACED Mllll pHmEA TRUSS AND IlHLE55 OTHERWISE LOCATED OM THIS DESIGN. POSITION LY A71ADED PLYWOOD SHEATHING. BOTTOM C"O"D A T.TEO TOT-LD. 37 f [ 16DA-F. DESIGN ST WITH PROPERLY ATTACHED RIGlO CEILING--SEE :, ♦ ` [,"HECTORS PER DRAWINGS 130. 50 r�IOgIO 1 CONFORM Y/APPLICABLE PPWISIDNS of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL fPOAIE IT/1/9l1 FOR P11O'ER C y r ,•� �R' OUR.FAC. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT OEPICTED HERE ORYWALL APPLICATION. FURNISH A COPY OF THIS JSTF�C... SPACING 2r IN ONLY. AND SMALL NOT 13E RELIEO UPON IN ANY OTHER MAY DESIGN TO THE TAUISS ERECTION CTION 5 ONTR A(MNT 1A. -TPI T AT T 1 T 9 1 NAT AL vf5l" JO —00,1LOT T4 OMN HIP W TRAY 13 THIS OWG. PREPARED SY THE ALPINE JOS DESIGNER PROGRAM TOP CHORD 2x4 SP 12 N BOT CHORD 2x4 SP #2 N, WEBS 2x4 SP #3 100 MPH WINO. 15.00 FT MEAN NGT, 58CCI, CALCULATED HORIZONTAL DEFLECTION OF 0.30' ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF E DUE TO LIVE LOAD AND 0.20' DUE TO DEAD LOAD_; WIND TC.OL 5.0 PSF, WINO BC DL — 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A). 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACI 80 NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPL' ERECTION CONTRACTOR. ` 13' 13' I 5X6(R) 1.5X3 ) 3X4 1.5X3 - - 12 - 0 6 3X6 5X14 5X6' 5X12 3X7 N� 3X7(Al) 13.5 2X2 a 4 12 12 26'6" �2 7'1'13 4'6' —.'__�—3.2'8 �`-4'9"6 26'6" RV-1096# U Rv-1096# U-5606 N-3'8. TAG = T6 TPI-95 STD OTY= 1 PLIES= 1 TOTAL= 1 AEV. 18.2c PLATE—ALPINE TPI95 TnlssEs REouIRE EXTREME cARE TC LL ZO . ALPINE ENGINEERED PRODUCIS. INC. 0 1/06 90 (f * I MPORT ANT X*SHALL NOT DE RESPONSIBLE FOR ANY ARN I NG TN NAxxim. EREcnoN AND \\yV� TC DL DEVIATION FROM THIS DESIGN OR THESE SPECIFlUT20N5.- ON ANY BRACING. SEE NIB-91 BY TPI. SEE THIS BRACTNG 14E T FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY Tp1. FDA A00171 SS SPECIAL PERMANENT CATER. RE c423 N r� BC DL 10 ALPINE CONNFCTO.S ARE NAGE OF 20GA GALV_STEEL MEETING ASTM OUIREHENTS.IMA-E Oi1fRrI5E INDICATED. 7OP 19 O O\\V� At�6 GR O EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE UTERY.LY BRACED WITH PROPER T BC. LL TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED FL WOOD 51EA7NING. BOTTOI U16R0 ■1 A T E O S� �] [@HECTORS PER OIANINGS 130. 150 G IGOA-F_ DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING--SEE ,` . -p. TOT.LD_ J (ORT,0,' CONFORM M/APRTUBLE PROVISIONS OF NOS[TPI_ AN ENGINEER ALPINE TECHNICAL UPDATE O/1/911 FOR PROPER C OI1A.FAC. -H SEAL ON iN15 ORAMI116 APPLIES TO 111E cgp0NLM1 DEPICTED/ERE DRYWALL APPLICATION. FURNISH A COPY OF TNT JS�'H A.A IN ONLY, AND SMALL NOT BE PELTED UPON IN AMY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. E7•�Y -__Tp SPACING 21 -T Al T 7 T S- t RA! A IFI Al F T TIO! Job_ (Q-001?) LOT T5 C MN W,/TRAY THIS OMG. PREPARED eY THE ALPINE JOB DESIGNER PROGRAM TOP CHORD 2x4. SP-i2 N - BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WINO, 15.00 FT MEAN HGT. SOCCI• CALCULATED HORIZONTAL DEFLECTION OF.0.29 ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EC DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD_ WIND TC DL - .o PSF, WINO BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C_ ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD_ RECOMMENDED CAMBER 3/8- AT MIOSPAN BETWEEN BEARINGS. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH Bit NAILS @ 6- O.C.. BRACING MATERIAL TO BE SUPPLII ERECTION CONTRACTOR. _13.3- 13'3- 5X6(R) 1.5X3 3X4 12 1.5X3 6 C�;- 3X6 m — � 5X14 5X6 5X12 3x7( In 3X7.(A1) cu 3-5 2X2 _____14 12 12 26'6" � 6'7-34.6. 3.2-8q 9-0 2 7'1"13 1 ]3 26'6' Rv-f096/ U-'. RV-i096/ U-5600 W-3-8 TAG = T8 TPI-95(STD OTY= 1 PLIES- i TOTAL= 1 REV. 18.204 PLATE-ALPINE TPI95 ALPINE ENGINEERED ppODUx:iS. INC_ 7i1755E5 REQUIRE EXTREME CARE 01/06 98 - LSPACING. -20.*IMPORTANT**SMALL No,BE RESP016101E FORANY ALINING IN NAt47NG,. EPEC7ION AIDI (��(�\ OEVIATION.FROM THIS DESIGN OR THESE SPECIFICATIONS' OR ANY BRACING. SEE HIB-9f BY TPI.-SEE THIS DESIGN - T(� \V l.\ FAILURE 10 BUILD THE TRUSS IN C�Or"'m EYl1N OSTBB BY TPI. FOq AOD17If1NAL SPECIIiL PERMANENT BRACING RE • 4A I O•, \\ \UT��IV ALPINE CONNECTORS AREMADEOFZDGAGV. STEEL MEETING ASTM ODIREHENTS. ULESS O7HFJ�t15E INDICATED. TOP `Q3�9� O\\\\\\\`V'�l, A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS TOEACNFACE OF OIOIO 4NLL BE LAT fEA ORAftO MITM PROPET) T U TRUSS AND UNLESS OTHOWKSE LOCATED ON THIS DESI6K POSITION LY ATTACH 0 PLYY000 S' THING- BOTTOM P�60 , D. 37- CONECTORS PER DMYINGS f30. f3O[f6O►-f- OES1fH1 STANDARDS Wi7N pRpPE0.Y ATTADEO RI6I0 CEILING--SEE LONFdUM Y/APPLICABLE PROVISIONS OFIRDSG7PIAN E1IGIMEER'S ALPINE TEONICAL uoDATE 17/f/911 FOR PROPERCr • L� AC. 1 2 SEALONIMUS pMWING APPLIES TO THE CryUEp1ENTDEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF iN15 l�T('%1M OILY. ANO SHALL MOT BE RELIED IRON IN ANY OTHER WAY. DESIGN TO 71E TRU55 ERECTION CONTMCTOI. 24. Ti �__TP1 -7RU5 A7 T T T f99!NAil A lFl XT F _ • . lob- (6- LOT T OMN W TRAY THIS DWG. PREPARED BY THE ALPINE JOR DESIGNER PROGRAM TOP CHORD 2x4*SP 02 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 100 NPH WIND. 15.00 FT MEAN HGT, SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.25 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF E( DUE TO LIVE LOAD AND 0.20' DUE TO DEAD LOAD. MIND TC DL - 5.0 PSF, WINO 8C DL - 5.0 PSF_ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFF: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD_ RECOMMENDED CAMBER 3/B' AT MIOSPAN BETWEEN BEARINGS_ (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACII BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRA' MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS SUITABLE SUPPORT BY ERECTION CONTRACTOR. . ]3'3" 13 3' . 4X4 3X5 3X5 . 12 (A) (A) _ 6 p to 5X6 3XB 5X6 rl 2X]0(A1) N 12 26'6' . �Z• � �13- K 12.2.7 - 7'1"13 26'6" Rv-1104# U-5601 W"3-D TAG = T9 TPI-95 STD QTY= 3 PLIES= 1 TOTAL= 3 REV. 18.204 PLATE-ALPINE TPI95 TRUSSES REQUIRE EXTREME CARE TC LL 20-�ALPINE ENGINEERED PROOUCTS. INC- 01/06 96 �E IMPORT AN TEE sNALI.NOT eE RESPONS�Tl_ FDA ANY ARMING IN NAIaQLIN6. ENECTiON AND 7 oEYIA710N FROM THIS DESIGN Op THESE SPECIFICATI . ON ANY BRACING. SEE HIO-92 BY TPI_ SEE THIS DESIGN T TC DL DL FAILURE TO BUILD THE TRUSS IN CONFOIWANCE YITN 8 BY TPI_ F01 ADDITIONAL SPECIAL PEi111AlFNT BRACING RE �.istAl� Bl. DL 10.( \\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL AST" OJIRENENIS. Ui.E55 OINERNISE INDICATED. TOP �A�2319� 0-( A446 FA B EXCEPT a5 NOTED_ APRT CO/AELTDRS TO EACH FACE OF OIDnO SHALL BE IAtENAl17 BRACED"I1"PROPER T 8C LL U TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD ST T L o�: TOT.LD. 37- CONNECTORS PER D{UYINGSf30. /50 6 tTiOA�. DESIGN STAMAMS WITH PROPE{LY A7IAOHED R1610 CEILING--SEE ,` Hop 10 Cowom M/APPLICABLE PROVISIONS OF NOS C TPI AM ENGINEER'S ALDIHE iEOMICLL UPDATE 17/f/91) FOR PROPER CJ i.r l ,� OUR.FAC. 1.2'. SEAL ON THIS OMWIH6 APPLIES 10 THE COMPONENT pEDiCTEO HERE pRYYLL1 APRIGTION_FHFWIISH A COPY OF tN15 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY Ol"C"WAY. DESIGN To THE TRUSS ERECTION CONTRACTOR. PACING 24. .—TPI TRIS PLAT TIT E S t991 NAT. SPE IF1 ATI FOR MQW CONST TI b: -O LOT T7 n M N W TRAY THIS DWC,. PREPAREO BY TRE ALPINE J08 DESIGNER PROGRAM TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 42 N WEBS 2x4 SP 03 100 MPH WIND. 15.00 FT MEAN HGT, SUCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.16' ENCLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EC DUE TO LIVE LOAD AND 0.13- DUE TO DEAD LOAD.' WINO TC OL - .O PSC, WIRD BC OL - 5.0 PSC_ A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF. SOFF] MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 f3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACII BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRAI MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS SUITABLE SUPPORT BY ERECTION CONTRACTOR. 13'3- 13 3" GX4 1.5X3 t ) 12 1.5X3 3X4 6 U;-,- to Ho 5XJ4 tn. 3X7(Al) ru 6 3X' ILL a 3.5 1.5X3 3X5 12 26.6. �2' 7'1'13 7.9-3-- -� 11'7" 26'6" Rv-10961 U-` RV-10970 6-560f W-3"B TAG = Ti6 OTY= 6 PLIES= 1 TOTAL= 6 REV- 16.2c4 PLATE-ALPINE TPI95 TPI-95(STD) TC LL 20.( T ALPINE ENGINEERED PRODUCTS, INC. �1 T14JSSES HEOUIRE EXTREME CARE 0 1/06 98 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN twcu RG. EMCTIDN AAO7.DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS OR.ANT GRACING. SEE Ni8-91BYTPI.SEETHIS DESIGN T TC DL(wt FAILURE-TO BUILD THE TRUSS INCONFORMANCEWITH OSTBB BY TPI. Fork ADDITIONAL SPECIAL PERMANENT BRACING REjpC DL 10///��\ ALPINECONEC70ASARE MADE OF 20GA GALV. STEEL MEETING ASTN WIAENENTS_UNLESS OTtERMISE INDICATED. TOP •Q319�\\\\ M46 Gp B ExCEPT AS NOTED. APPLT.CON ECTORS 70 EACH FACE OFQ161D FULL t1E LATERALLY BRACED MITN PMPEN pC LL 6 UI U/55 AND UNLESS OTHERWISE LOCATED ON THIS DESISK POSITION LY ATTAOEO PLYWOOD S EATHING. BOTTOM CHORD X T A t C Q V. 37 CONNECTORS PEA DRAWINGS 130. 150 G 16GA-F- DESIGN SIANOARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE GORt�' TOT.LO. CaEOAN M/APPI I[ABLE PAOYISIONS OF NDS C IPI. AN ENGINEER'S ALPINE tECW1CAL UPDATE (7/1/9II FOR PROPER 'e�R e OUR_FAC. 1 -2! SEAL ON THIS OWNING APPLIES TO RHE COMPONENT DEPICTED NEVE p11YMA11 APPLICATION. FURNISH A COPY 6 7NI5 �'j •.r•• h 1 7N OHA_Y- AND SHALL NOT BE RELIED UPON 1N ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR- SPACING 24. •--TOT -TM/SS PLATTMSTIT - 199t NATI AL SPECIFICATION Von WM CONSTRUCTI. 1 T T M N W T H AY THIS DWG. PREPARED BY THE ALPINE JOS OESIGNER PROGRAM f TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4.SP 03 100 MPH WINO. 15-00 FT MEAN HGT. SBCCI- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED BLDG. NOT LOCATED WITHIN 8_50 FT FROM ROOF ED MUST BE PROPERLY ATTACHEO TO THE BOTTOM CHORD. WINO TC OL - 5.0 PSF- WINO BC DL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFI CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT AODITIOP AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DUR1 INSTALLATION TO ENSURE. THAT THIS TRUSS IS ERECTED PROF 13.3. 13'3" ' 4X4 3X4 3X4 12 6 � 1.5X3 No 6X4 3X7 1.5X3 rn 3X5(A1) cli X. v= . a 3-5 12 3X4 21.4-4 . . . �2• 7'1'13 14'1'3 26'6' Rv-9180 U-4800 W-3-9 Rv-9890 U-430! W-R©2860 U-2 TAG = T20 OTY= 2 PLIES= i TOTAL= 2 REV_ 18-2C4 PLATE-ALPINE TPI95 TPI-95(STO ALPINE ENGINEERED PRODUCTS- INC_ FC�� TRUSSES REQUIRE EXTREME CARE 0 1/06L96 TC LL 20- *IMPORTANT*)(SHALL NOT BE RESPONSIBLE Fan Am ARN I NG it, HANDLING- ERECTIO ANO Lst DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT BRACING- SEE HIB-91 BT TPI.SEE THIS DESIGN 5 7 TC ULFAILURE TO WILD THE TRUSS IN COFOIM►NC£NIIN OSTBB Bl 1P1_ FOR ADDITIONAL SPECIAL PEAKANENT BRACING RE J rk lBC DLiOALPINE CO+ECTORS ARE MADE OF 20G�GALV. STEEL MELTING ASTM OUIRENENTS. ULESS OTHEAIIISE I1OiUTEO- TOP �i2379� O- A44G GR B EXCEPT AS NOTED. APPLY CO NECTORS TO EACH FAfE OF ONOO SHALL BE LATERKI.T BRACED WITH PRHPED BC LLTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SWATHING- BOTTOM CHORD SIA rE oS ��-' CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F- DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE TO -LD- 4 NORM, Q caFORw Y/APPLICABLE PnpYISiONs OF MDS C TPI. ►N EN6IHEER s ALPINE IEONiCJL DRYUITE (7/1/911 FOR PRHOPfR tN`CJe�r Ami OUR.FAC. 1 -2! SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF,TUNIS `S •+sN`S IM ONLY, AND SHALL NOT BE PELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION cowl --- SPACING, 24. --TP -T S AT- T 7 t - f 1 NAT A N F AT F TRJCTI J -D 1 LOT T9 - OTC STA. CAj3LE THIS DWG. PREPAREO BY THE At-PINE JOH DESIGNER PROGRAM TOP CHORD 2x4 SP i2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EI WINO TC OL - 5.0 PSF. WINO BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- O.C. MUST BE PROPERLY ATTACHED TO THEBOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF : WW IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HA BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORD WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIN EITHER BY TRANSMITTING THIS PROFILE TO ALPINE. OR BY CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN F GRADE. SPACING. AND BRACING INFORMATION. 12.©•9 11'9-10 �- 11`9"f0. �n~ _ 4X4(R) ) N 12 6 3X4 3x4 �o 3X3 m 3X3 3X6 3X6 6 t D 3X6 - --- 3X6 26'6" �2• 11'5.8 3'5.8 26'6" AV-10970 U Rv-10970 U-5600 W-3'8 TAG = T10QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.204 PLATE-ALPINE TPI95 TPI-95(STD) ALPINE ENGINEERED PR(WUCT5. INC. TRUSSES LEOUIRE EXTREME.CAME 0 1/06 la TC LL 20.4 **IMPORT ANT X*SMALL.NOT BE RESPONSIBLE FDN ANY ARN I NG LN I"NoLiNG, EREc1IDN AND 7 1 _ t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANYBRACING. SEE N10-91 BY 7P1. SEE THIS DESIGN gT TC OL -FAILUE TO BUILD THE TFVISS IN CONFORMANCE MIT"OSTBBBT7P3_ FORADOITIO SPECIAL PE�MNENT BRACLN6 RE1 ALPINE CONNECTORS ARE MADE OF 20GA GALV_ STEEL MEETING ASTM O/1REIEWIS. UNLESS OTHERWISE INDICATED. TOP- A4 IBC DL 1OA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF 0100 SMALL BE LATEP.M1Y BRACED WITH PROPER BC, LL 0't TRUSS AND UNLESS OTHERWISE LOCATED 09 THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD s T A f E OY_ ''F CONNECTORS PER ORAWLHGS 130. 130 C 160A{, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 3/ ., CONFORM M/APPLICABLE L+av[SLONS OF NDS C TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE h/1/91) FOR PLDPER LOR1�, TOT.L0. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION_FURNISH A COPY OF 7NI5 �'j ` N�. OUR.FAC. 1 •2� IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO l E TRUSS ELECTION CMCiOq_ S SPACING 24- --TP -TRUSS F4 ATE INSTITUTE. - Iggi NATIONAL F 5T TTON (8-00121 LOT T1 MN THIS ONG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM TOP CHORD 2XA SP f2 N - SOT CHORD 2x4 SP 02 N WEDS 2x4 SP 13 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EI MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHORD. WINO TC DL - 5.0 PSF. WINO BC OL - 5.0 PSF_ ROOF OVERHANG/CANTILEVER DESIGNED FOR A. 2.00 PSF SOFF i 11'9 5X10 1.6X3 _ 3X4 12 iM 6 3X4 . in m 0 2X6 .Q 2X6(AS) D 4X4 1.5X3 L 5X3 3X5 23'6' �z. 8.7_ 3.5-8 23'6' Rv-9790 U-51 Rv-992{ U-510■ W-3'0 TAG = T28 OTY= 2 PLIES= 1 TOTAL= 2 REV.. 18.204 PLATE—ALPINE TPI95 TPI-95(STD C�1 ALPINE ENGINEERED PRODUCTS. INC. Tg155E5{EOVIRE EX7REHE CME O 1/06 98 TC LL _ 20- x'IMPORT ANT**SHALL NOT BE_RESPONSIBLE FOR ART ARNING IN HMN(XING, ERECTION AND 7•( t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE N1B-91 BY TPI. SEE THIS DESIGN7S. OLFAILURE TO BUILD THE TRUSS IN COMFOMAKE MITN OSTEO ET TPI. FOq ADDITIONAL SPECIAL PERNM£NT BfLtCING RE arlO.lALPINE CONNECTORS ARE MADE OF 20GA GALV_ STEEL MEETING ASIR OUIREIENTS. UNLESS 07 ENHM INDICATED. TOP �A 23 � tBC DLAN6 GA B EXCEPT AS NOTED. APPLV CONNECTORS TO EACH FACE OF OgRD SHALL OE LATERALLY OR-CEO MIT"PROPER T BC LL 0. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATYAONED PLVWOOO SHEATHING. BOTTOM CHORO a T a I E os CONNECTORS PER NXUVINGS 230. 150 G 1601{_oE516N STANDARDS WITH PROPE0.V ATTACHED RIGID CEILING--SEE . 70T-LO. 37.1 CONFORM W/APMICADLE PROVISIONS OF NOS C TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER +�•.NOR 10 e SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE IAIVMALL APPLICATION_ FURNISH A COPT UR iNTS r'j err •a" � OUR.FAC.- 1.2! IN ULT. ANO SHALL NOT BE RELIED UPON IN ANT OTHER WAY. DESIGN TO T!E TRU55 ERECTION CONTRUCTOR. SIFT Da l - 1 PACING 24. +--TD i 5 PLANINSTITUTE- - 1 NA7 a IFI ATI F T ?ON iob: 8-326,4 LOT 0-67 T11 23 6" COMM W CATH THIS OWG. PREPAREO BY THE ALPINE ,10B OESIGNER PROGRAM F TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG.WIND ANYWHERE IROOF, - RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. VINO TC OL � 5_0 PSF. WINO BC OL 5.0 PSF. R ROOF OVERHANG/CANTILEVER DESIGNED FOR 2.00 PSF SOFFI CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAT SPECIFIC CARE IS ADVISED OURII, INSTALLATIONLTOAENSURE THAT ITHISRTRUSS IS ERECTED POOR -- - --119" 11 9 W3X4 W1.5X4 12 W3X4 W3X4 6:[;;;1. �c1 W4X5(R) W2X W2X4 W. 4 - WAX6 - wl...IX I - 12 _ - 11'4"4 12'1"12 5'10"4 11 6 t- 1 i- 23"6" Rv=11690 U=450# W=3"8 Rv=380# U-28( Rv=414# U=290# W=3-0 TAG = T25 TPI-95(STD) OTY= 5 PLIES= 1 TOTAL= 5 REV_ 18.2c4 PLATE-WAVE TPI 95 iRUsSEs BEouIRE ExTRENE CARE 0 8/9 9/9 8 TC LL 20 .0 ALPINE ENGINim P'RDDIIC,s. ,"�. ARMING-,N HANDLING. ERECTION AND (*IMPORTANT**SHALL HOT BONSIBLE FOR ANY 7.0 OR ANY BRACING_ SEE NIB-91 BY TPI. SEE THIS DESIGN S T I .OL t OEYIATIOMIRONTHISDESIGN M THESE SPaIIONs, NT BRACING REFAILUETOBUILDTHETRUSS7NCONFORMAITH 05190 BY TPI. FOR ADDITIONAL SPECIAL PERMANE 4231 ` BC DL10 C lOP �123f9ALPINE CONNECTORS ARE WAGEOF20GA GALEEL MEETING ASTM OUIREWEMS. UNLESS OTHERWISE INpiCATED. BC LL .0 CCHORD Ala6 W B EXCEPT AS NOTED. APPLY CONNETO EACH FACE OF 60IID SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERMISE LOCATED ON DESIGM POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM -SEEI E WT TOT.LO. 37"CCONNECTORS PER DRAWINGS130. 150GIGODESIGN STANDARDS WITH PAOPEI>LT a77ACHED RIGID CEILING--SEE tcoploCONFORM M/APPLICAE_E PNOYISlONNS OF NDSl. AN ENGINEER'S ALI+iNE 7ECHN[CAL VPOA7E (7/1/911 FOR PROPERl YDUR.FAC. i -2t SEALON THIS DRAWING APPLIES 10 THE CONT DEPICTED HERE ORYMALL APPLICATION. FINNISH A COPY OF THIS T ...IN OA.Y_ AND SHALL NOT BE RELIED UPONY OTHER NAY. DESIGN TO THE TRUSS ERECIIDW CONTRACTDR. �� ACING 24.1 --YPI = TRUSS-AYE fNST "UTE -1991 NAi7DH.. OE GN SPECIFICATION F ONSYRUCTION :)b_ 6-32641" LOT D-67 T12 23'6' COMN GIRDER GABLE THIS DWG. PREPARED BY THE ALPINE J08 DESIGNER PROGRAM F1 TOP CHORD 2x4 SP:02 N BOT CHORD 2x4 SP 02 N WEDS 2x4 SP 03 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS fAORICATOF LOAD CONTINUOUS LOADS LOAD CONC. LOADS AN UPLIFT REACTION OF -200 OCCURRED ON A CASE SIDE L-PLF R-PLF START END CASE SIDE NAG X-LOC NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS AEC 0 T .54.0 54.0 0:0 27.5 0 B 20 16.0 0 B 20.0 20.0 2.0 4.0 0 B 20 23.50 100 MPH WIND, 15-00 FT MEAN HGT, SBCCI, 0 B 20.0 20.0 4-0 23-5 1 8 -5 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, . 0 .B 20.0 20.0 23.5 25-5 1 0 -5 23.5 WINO TC DBLD . PSF, WIND BC OL - 5.0 PSF. 0 T 4.0 4.0 0.0. 2-0 . 0 T 4.0 4.0 25.5" 27.5 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFI 1 T -39-0 =39.0 0.0 27.5 f B 1-8 1.8 2-0 4"•0 01 HIP DESIGNED TO SUPPORT 02-00-00 JACKS WITH NO WEBS 1.8 4.0 23.5 1 B 1.0 1.6 23.5. 25.5 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" 0 2 T 54.0 54.0 0.0 27.5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2 8 20.0 20.0 2.0 25.5 2 T 4.0 4.0 0.0 2.0 CONTRACTORS WARNING: 2 T 4.0 4.0 25.5 21.5 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITION AT SPECIFIC LOCATIONS." PARTICULAR CARE IS ADVISED OURI INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROP 7 3-10 1073'10 Ad r=5__1 ..4"7 6'4'9 31.'2'9 W4X4 W1.5X3 WI-5X3 1.5X3. W1.5X3 Wt.5.X3 W1.5x3 W1.5X3 3X4 12W3x3 W3X4 . o". 6 3X4 to 1.5X3 W45(R) W3X3 M W3X6 W2X4(A1) . . - WI.SX3 W . 5X3 Q . . 44 W06 W1.5X3 12 W1.5X3 W1.5X3 I W1.5X3 1'9 4 .8 4'307 11 4 4 �2• 6'1"12 5.10.4 11 6 23.6• 7 6' 2' 14' 20 - 20 : AV-4270 U-280 RTr=3180 U=2501 W=3-8 Rv=919 U=2009 W=3-8 _ Rv=310Rv=U22300 U=B0808 W=3-8 Rv=10730 U=3900 W=3'8 TAG = T7 OTY= I PLIES= 1 TOTAL= 1 REV_ 18.204 PLATE-WAVE TPI95 TPI-95(STD) 20.0 ALPINE ENGINEERED PRODUCTS. INC- TRUSSES REWIRE RECTIONEME CANE 0 8/19/9[3 TC LL X*IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANY ARN I E IN HANDLING.TPI. ERECTION D AND O 1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING- SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T TC DL FAILURE TO ME TO BUILD THE TRUSS IN CONFORMANCE NIT"OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING BE .Irk. `.� BC OL 10.O ALPINE CONNECTORS ARE MADE OF 2GGA GALV- STEEL MEETING ASTM DUIREMENi S. UNLESS OTHERWISE INDICATED. TOP O.O A416 GR 8 EXCEPT. AS NOTED- APPLY CONNECTORS TO EACH FACE OF GOND SHALL BE LATERALLY BRACED NTTN CHORDROPER T _ BC LL U iRu55 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 90TrpM CHORD S I A T c or„ 37 O YI TN OHHOPERLY ATTAC ED RIGID CEILING--SEE ♦ TOT.LD. CONNECTORS PER DRAWINGS 130 150 G 160"-F- DESIGN STANOAROS ALPINE OPERLY &L UPDATE 1>/1/911 FOR PROPER %�1 PR1.0 a Q' CONFORM Y/APPLICABLE PROv ISIONS OF NDS C TPI. AM EmGINDEPICTED HERE F SEAL DN THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. RECTION A COPA OF THIS r'f•Y' .. ``',`" OUR.FAC_ 1 •2- IN ONLY AND SHALL NOT BE RELIED THPOM IN ANY OTHER WAY. DESIGN tO THE TRUSS ERECTION CONTRACTOR- STFq�•ET{'l SPACING see i .__TPI . TRUSS PLATE INSTITUTE MOS 7991 NATIONAL BE GN SPECIFICATION FOR C i11lICT10N J — 1 LOT Tf if 7 A E THIS DWG. PREPARED FROM COMPUTER INPUT L ADS DIMEN'_ TOP CHORO 2x4 SP 02 N BOT CHORD 2x4 SP 62 N WEBS 2x4 SP s3 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI. AENCLOSED BL_ LOCATED ANYWHERE IN ROOF, ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MING TC DL — 5.0 PSE, WINO BC DL — 5.0 PSE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFT MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RIM IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HA BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORD I WEBS EXPOSED TO MIND MUST BE DESIGNED FOR LATERAL WIN EITHER BY TRANSMITTING.THIS PROFILE TO ALPINE. OR BY CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN F GRADE. SPACING. AND BRACING INFORMATION. 4'3"10 4'3'10 5'2-9 {' 1 3x4 12 0 6 3X3 cu 3X3 3X6 rl 3X6 --- 11s- �- -2* —11'6" - fw-5410 U-3200 w-_ Rv=5420 U-3200. .W-3-B TAG = T27 TPI-95(STD OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c PLATE-ALPINE TPI95 TRUSSES REQUIRE UXTRENE CARE 01106 98 FcL20 ALPINE ENGINEERED 1'R000075. INC. ARNING IN HANDLING. ERECTION AND n **I PORT ANT X*.SHALL NOT BE RESPONSIBLE FOR ANY - 7 p��DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-9l BY iPl-SEE THIS DESl(71 cj T `-y.�FAILUE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PEMANENI BRACING rt �•4SF! 10. ALPINE CpNiECTORS ARE MADE OF ZOGA GALY. STEEL MEETING ASTM OUIREMENTS.UNLESS OTHERNI9E 1NOICA7EO. TOP ,2 9 O 0� TA AA-G GR B EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF LY AI gull BE LATERALLY BRACSHEATHING. WITH PROPER TgAS AND UNLESS OTHERWISE LOCATED ON THIS-DESIOL POSITION LY AT7ACAE0 PLYWOOD SHEATHING. BOTTOM SEE _ 37 CONNECTORS PER pMWING5 Tao. ISD G IfiO►-F. DESIGN STANDARDS WITH PROPERLY A77AOm RIGID CEILING—SEE "A`E°1` TUI L0. CDFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S K➢1TE TECHNICAL OPIATE (7/1/91) FOR FPROPER THIS Cl .- ��:` OUR.FAC. '1.2 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE oarWALI APPLICATION- F1fiMI5M A COPY oc THIS STAT) 11ax' SPACING 24 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY-OVER MAY. DESIWT TO THE TRUSS ERECTION CONTMC70R_ ETN --IPI -TRUSS Al N T 7 991 NATI LL 5PECIFICATION F T TI 1 lob ( ) LOT TS4 5 B OTC �jABLE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM_ TOP CHORD 2x4 SP f2 N DOT CHORD 2x4 SP 02 N WEBS 2x4 SP /2 N 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG ALL PLATES ARE 3X6 EXCEPT AS NOTED_ .5LOCATED ANYWHERE IN ROOF. WIND TC OL - .0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C_ ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFF. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IMPORTANT BEEN DESIGNEDMFORAVETO RTICALUSS LOADSSSGABLE APPLIEDTTOTHECHORD WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIN EITHER BY TRANSMITTING THIS PROFILE TO ALPINE. OR BY CONJUNCTION WITH PSTANDARD GRADE. SPACING. AND BRACINGINFEND DESIGN F INFORMATION. f'4 10--- ---1'5-6 _ 1 4;10_ 2.3.96"7 f 5 6 ----�--- 1 3X4 3X3 3X3 v • in 12 �2 5 8 R-115p1f W-5'B' TAG = T15 QTY= i PLIES= i TOTAL= i REV. 16.2c PLATE-ALPINE TPI95 TPI-95 STO) 20 . ALPINE ENGINEERED PADDEXIS-INC. TR755E5 REOUIHE"THEME CME 01/06 98 TC LL �f **IMPORTANT**SN.SL NOT BE RESPptSIOLE FOR MY ARMING 1N HANDLING. E,EC7(OB AHD TC DL - \\�jV� DEVIATION FMN THIS DESIGN M THESE SPECIFICATIONS. OR ANY OwAC1HG• SEE NIB-91 BY TPI_ SEE THIS DESIGN .j T ��\\\ iAlLINRE TO BUILD THE TR1KC IN CONFORNMCE YITN osTnO BY 7vI. FOR ADDITIONAL SPECIAL pEJN1AIENT BRACING IE .�+•ka�� BC DL 10 \�J" ALPINE CONNECTORS AAE MAGE OF 20GA GALv. STEEL MEETING AS OUIREfEH75.1KE55 OTiEAYISE INDICATED.. 70P A,�-3j1' BC LL 0 O� AUG GR B EXCEPT AS NOT APPLY CONNECTORS 10 EACH FACE OF OfORO SMALL 8E LATEAALIT BRACED PITH PROPEf1 0 TAOSS AND UNLESS DTNNERNRSE LOCATED ON THIS DESIGN. POSITION LY A7TApED PLYWOOD 9EA7N1NG. BOSTON ONORO IT.T E Os^ TOT.LD. 37. Y17N pDOPERLV AT7AOED RI61D CEILING ^SEE ♦ J2-- CONNECTOAS PER DRAYIMGS f30. 150 C 1GOA-F_ DESIGN S7ANOAROS CONFOHN Y/AOPLICAOLE PROVISIONS OF,NOS G TPI. AN ENGINEERSH ALPINE TECHNICAL UPDATE (7/1/91) FOR F THIS �fY�• DUR.FAC. SEAL m THIS DRAWING APPLIES TO THE CDNNPONENT DEPICTED HE DE5 GN TO THE TRUSNS ERECTION CONTAACTOR THIS fri T "• 1 SPACING 24 IN DNtT. ANO SMALL NOT BE EELIEO RIPON IN ANY OTHER MAY. F A710N F i+x T �� _TP - JAM PLATST T i 5- 199f NAi AL Ob ( 4012) LOT / T15 5'8CO((N THIS OWG. PREPARED BY THE ALPINE .100 DESIGNER PRQGRAH 1 TOP CHORD 2x4 SP 02 N — BOT CHORD 2x4 SP i2 N WEBS 2x4 SP 03 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WIND TC DL - 5.0 PSF. WIND BC OL - 5.0 PSF- A RIGID CEILING MUST BE PROPERLYOATTACHEDTTOSTHETBOTTOMERAL RCHORD,ACING A7 24" C 2'10' 2'10 4X4 12 6 l;;;pl rn _ 2X4(All m v Rv-21 Rv-21 U- 00/ W-3"8 TAG = T4 OTY= I PLIES- 1 TOTAL= 1 REV. 18.20 PLATE-ALPINE TPI95 TPI-95(STD)_ TRUSSES REQUIRE EXTREJcZ E TC LL 20 LLPINE ENGINEERED PRODUCTS. INC_ 01/06 98 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HAT4ING ERECTI7 DR ANY BRACING. SEE NIS-91 By TPI. SEE THISN fj T TC DL DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, a t" O. t FAILURE 10 BUILD THE TRUSS IN CONTORNAMCE MIT"DSTBB BY1PI. FDRADDITIONAL SPECIAL pERH1AIE"T'SRAEt� B`• DLALP21E CONtECTORS ARE NAOE OF 20WWLV.'S1EEL MEETING ASiM OU[RENENTS.U1.E55 OTIEAMISE [NDIUP �`� 9• CCBCLL 0" AA�G W B EXCEPT AS NOTED. APPLY COHrECIORS TO EACH FACE OF CHORD SHALL BE LITERALLY BRACED YI7R _TRUSSAND UNLESS OTHERWISE LOCATED ON THIS DESIGHL POSITION LV A7TA[E0 pLTMOOD y�TN1NG. BOTTRD „ 37. CONECTORSPERDRAWINGS130. 150C 160A-F. DESIGN STAIDARDS MITN PPOPEALV ATTAUED RIG[D CEILINEE TOT.LD_CO ORN W/APPLICABLE P110125106 OF NDS C TP[. Ax ENGINEER'S ALPINE TEUNICAT UPDATE (7/1/97) FOERCl �a •paa, DUR.FAC_ 1.2 SEAL ON 1NI5 DMYING APPLIES TO THE COMPONENT DEPICTEDHEREINYYALL APRIG71oN.FURNISH A COPTIS l/c7a,,-.cINplT, A10 SHALL NOT BE RELIED Ivo«IN AMY OTHER MAY_ OESIHaH TO THE 7Ha155 ERECTIOM CONTRA "aCU Ca` SPACING 24 FI AT F T T -TP -T AT I T T - 199 NAT A _ JOD (O O012) LOT / T16 5'8r COMN GIRQER THIS OWG. PREPARED BY THE ALPINE Job DESIGNER PROGRAM TOP CHORD 2x4 SP 02.N BOT CHORD 2x8 SP 01 Dense WEBS 2x4 SP /3 11IIxLOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATI LOAD CONTINUOUS LOADS LOAD CONC_ LOADS100 MPH WINO, 55.00 F7 MEAN HGT, SBCCI. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, 0 B 20.0 20.0; 0.0 S.7 . 0 B 973 2.7 0 T 54,0 54.0 0.0 5.7 0 B 973 0.7 WIND TC DL } 5.0 PSF. WINO BC DL - 5.0 PSF. .' 1 B 1.8 1.0 .0.0 5.7 0, B 973 4.7. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' 1 T -115.2 -115.2 0.0 2.8 MUST BE PROPERLY ATTACHED. TO THE BOTTOM CHORD- 1 T -115.2 -115.2 2.6 5.7 2'10' --- ---}�-- 2'10" --- - -- 4X4 12 6 p - rn 4X4(AS) T 5. T.T v 8_ 6X4 5 0 2f- ---11'4 12 2• 973E 973 9731' RV-1610/ Rv-17290 U-7701 W-3-6 TAG = T1 TPI-95 STO QTY= 1 PLIES= i TOTAL= 1 REV. 18.2C/ PLATE-ALPINE TPI95 TRUSSES REQUIRE EXTREME CARE TC LL 20.1 ALPINE ENGINEERED PRODUCTS INC. 01/06 -8 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARMING IN MAIAING. E7ELT7oN AND 7 Lot DEVIATION FROM THIS OESIFN OR 711ESE SPELIFIUTIMS. OR ANYBRACING. SEE NIB-91 BY 7P1. SEE THIS OESIFNTC OL.FlllltiiE 70 BUiLO THE TROS IN C011FMMAMCE YITN OSTOB Br TPI. fOR ADDITIONAL SPECl/�L PEi1NA�NT BRACING RE �q � BCDLIO- ALPINE[OIaIECTOwS Af1E MADE Ti 20GA GAIv, STEEL MEETING A57r Du3RD_NTS- Ut-E55 DTMERrISE 1107[A7E0, IDP AA A2319 `[C`�- p/�A4.6 fA B EXCEPS ASNOTEDAPPL7 CpAVECTORS TO EACH FACE!K 01010 SNAIL BE IATERALIr BRACED rI7N P'{ ER py LLOiR(55 AND IX0.E55 OTNERrISE LOCATED ON THIS DESIGN' POSITION lY AITAp£D PLYWOOD SHEATHING. 80170N lY1dD F i..Eus., -37. C01aECioas PER pwarlNGS 130. lso c SGOA-c. QEST6M suMBARBs rlrH PIIQPERLr ATTAOED w1G10 CEILING--SEE . TOT.LO_ I OM TO'� I .2 Caf01w r/APPLICABLE PROVISIONS OF.MDS[TPI. AN ENGINEER-S ALPINE TECM1ICAl typAlE 17/1/91) FOR PROVER Cl��''•+A- DUR.FAC_ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION- FIArtISN A COPY 6 this IN ola,r, AND SHALL N07 BE RELIED UPON lM ANY DINER W. DESIGN TO THE TRUSS ERECTION COM7MCTOR. SPACING .See A--TPI - r ♦ i T 7 5- 1 NATIONAL SPE If AT. F 57 TI 0012) LOT l J 7- E ) W/VLT THIS DWG. PREPAREO OY THE ALPINE J00 DESIGNER PROGRAM TOP CHORD 2x4 SP #2 N - BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH MIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EI THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC DL - 5.0 PSF, WIND 8C DL - 5.0 PSF. REACTION OF 203.30. ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURINGMUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-JBf-203t20M I UUU LED �il' 1.5X3 v - (U m 12 m 9' 2X4(A1) - - - - v _ 4 - 8. 12 4x5(R) _I 4.9-6 -�- 2'2-6 �2 7' Rv-409# U-260/ W-3-8 - - TAG = T36 TPI-95 (STD) OTY— 1 PLIES— 1 TOTAL= 1 REV. 18.2Ce PLATE—ALPINE TPI95 'T ALPINE ENGINEEAEO-PRODUCTS INC. 7FUSSES REQUIRE EXINENF CARE 0 1/06L98 TC LL 20 KK IMPORTANT**SHALL NOT BE RESPBNSIBLE FDR ANY ARN I NG IN HANDLING. ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. ORANY BRACING. SEE HIB-91 BT TPI. SEE THIS DESIGN g T TC OLFAILURE TO BUILD THE TRUSS IN CONFORMANCE NIT"O57BB BY TP[ FW AOOII IONAL SPECNAI.PERNANEMT BRACING RE •, BC0L1O ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETINGASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOPAU lJ OA446 GR O EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OUORD SHALL BE LATERALLY BRACED WITH PROPER BC LL 7RUI5$AND DRESS OTHERWISE LOCATED ON THIS OES16K POSITION LY ATTA0E0 PLYWOOD SHEATHING, BOTTOM 0160 /1+T E•♦ 37 cONNECTORS PER DRAWINGS 130. 150 G160A-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING--SEE . . - TOT.LD- R1DR7O 1 2 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN EMGINEEA.S ALPINE TECHNICAL UX+DA7E (7/1/DNI F61 PROPER CJ`� , .. ••' OUR.FAC. SEAL ON THIS DRAWING APPLIES TO THE COMDOENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TN[S STA1 �t IN ONLY, AND SHALL NOT BE RELIED UPON IM ANY OTHER WAY. DESIGN 70 THE TRUSS EREETION CONTRACTOR_ JPAC I NG 24' __TPI - TfWS5 PLATEN T T T - I NAT IF7 AT F STRUCTI 0 - 1 LOT J 7 EJ .W V T THIS DWG: PREPARED BY THE ALPINE JO DESIGNER PROGRA► TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 12 N WEBS 2x4 SP 03 100 NPH WIND. 15.00 FT MEAN HGT, SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF I REACTION OF 193.34. WIND TC OL - 5.0 PSF. WINO BC DL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOF CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-38#•1931-2004RIUMLED �11 P, ZO 0 _ p - V 12 ^ m - G �. 2X4(A1) curT . N_ v 4 0 d (R) 7'I"8 2 3,2_0 7' Rv-4090 U-2700 W_3"B TAG = T32pTYa 1 PLIES= 1 TOTAL= i REV. 18.2c PLATE—ALPINE TPI95 TPI-95(STD) _ ALPINE ENGINEERED PRODUCTS. INC. I�� TRUSSES fEOUTAE EXTREME CARE 0 1/0698 - TC -LL 20 . )EIMPORTANT**SMALL HOT BE RESPMSIBLE FOR ANY ARMING IN HANOL,w, ERECTION Am DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. M ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN '7 TC DL FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL MISEPERMAINT CATED.BRACING RE �r'r �� BC OL 10 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AS7N OUIREMENTS. lRLE55 OTNEfWISE IIOIGITE0. TOP `��`f9r O \\V_ A446 GA B EXCEPT AS VOTED. APPLY CONNECTORS 10 EACH FACE of Qf0<i0 SMALL BE LATERALLY BRACED HITN PROPER BC LL , TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTA0ED PLYWOOD SHEATHING. 80110"CHORD YT Ar Eo♦� 37 CONNECTORS PER DRAWINGS 130. ISO G 1GOA-F.DESIGN STANDARDS MIT"PROPERLY,TTACIED.RIG10 CEILTNG--SEE (oa 70, TOT.LO CD/EURM M/APPLICABLE PROVISIONS OF MDS C TPI. AN ENGINEER'S ALPINE TEONICAL 1DWTE O/t/91) FOR PROPER CI`rr' '•y �Q OUR.FAC. - SELL ON THIS NAMING APPLIES 10 THE COMPONENT pEPICTEO HEIS DRYWALL APPLICATION. FURNISH A COPY OF iN15 s, '1�[. s� �7 Ix OKY, AND SHALL NOT BE PELTED UPON IN ANY OTHER rAY. DESIGN TO THE TIi/5S ERECTION COHTRAC70R. SPACING 24 AI T i T 5- 1991 NAT A SPE FICAT F T TION Job: -0 1 LOT J 7 EJ W V T THIS OWG. PREPARED BY THE ALPINE JOB OESI NER PROGRAM TOP CHORD 2x4 SP 52 N - DOT CHORD 2x4 SP 02 N WEBS 2xB SP a1 Dense 100 MPH WINO. 15.00 FT MEAN HGT• .SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF E WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF- REACTION OF 173.34. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS p RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS AOVISEO DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY Rv-173# NAILED _ -S I o 6 p;- 2X3 2X3 . 4X12 sz 2X4(Afl _ 6 aI d 4 12 7'1-8 �——2' ]'9"0 5 2 8 7' Rv-4090 U-250/ W-3"8 Rv-520 U-200/ NAILED TAG = T13 TPI-95 STD OTY 1 PLIES= I TOTAL= 1 REV. 18.2c• PLATE-ALPINE TPI95 ALPINE ENGINEENED PNOOXTS. INC. TRNFiSES REouIRE EXTREME CAPE 01/06 98 [cc C LL _ 20. *IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR AM ARMING IN. NAfYILING. EAEciION ANO _ 7_. (�(�\ DEVIATION FPON THIS DESIGN OR THESE SPECIFICATIONS' OR ANY BRACING. SEE NIB-9f DY TPI. SEE THIS DESIGN T C �L FAILLE TO BUILD THE iNOSS IN CONFORMANCE WITH OSTBB BY IDl. f6t AUDI T IONAL SPECIAL PFfNANFNT GRACING 11E `�.vr �� c OL 1OALPINE CONNECTORS ARE MADE OF 20GA GALv. STEEL MEETING ASTM P/IiEMENTS_ IRMLE55 071EIM75E 71aIC►TED, 70D 423j9 l` l. 1A44G GN D E%CERT A$NOTED. APPLY 0. CONNECTORS TO EACH FACE OF CN010 SluLl DE UTEMLLY BMCED YITN PROPER C LL TRUSS AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYYDOD SHEATHING. BOTTOM OMDRD sT ANE Os„ 37 CONNECTORS DER DRIAWINGS 130. 150 G 1GOA-F.DESIGN STANDARDS YITN PROPERLY AT 7A[NED RIGID CEILING--SEE L$PACINO, 0. CONFORM Y/APDLICABIE PPOYISTONS Of NOS G TPI_ AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/f/97I FL PROPER "Ik%< NOR ID 1 C SEAL ON TNIS wuwIMIG ADPLIES TO TME CIYMPONENT DEPICTED NERE DRYWALL APPLICATION- FURNISH A COPY OF TNIS CJ�� AC. IN ONLY, AMD:LL 1:1 BE RELTED:00 IN ANY OTHER MAT. DESIGN 70 TIE TRUSS ERECTION CONTRACTOR. - S 24 A__TPI -T AT T 7 T S- 7971 NATI F ATI F TRUCT TON . J (Q-00Q) LOT J 5 J W VL T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM TOP CHORD 2x4 SP 92 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 NPH MIND. .15.00 FT MEAN HGT, $BCCI, ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF E THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. REACTION OF 139.64. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFT CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADSA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD_ INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-90-140f200RAIUKWLED 1.5X3 10 m v m 9. M 0 0 12 N 6 � �o HD 2X4(A1) T 12 B 5'1"8 2: 4'9 0 5' Rv-3440 U-2700 . W-3-8. - - TAG = T37 TPI-95(570 OTY- 2 PLIES= 1 TOTAL= 2 REV. 16.2c PLATE-ALPe 95 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAFE 01/06 98 TC LL 20. *'*IMPORTANT*j(SHALL NDT BE RESPouslaLf FOR ANY ARNING IN HANDLING. ERECTION AND 7. ANI BRACING_ SEE HIO-91 OT TPI. SEE THIS DESIGN :T TC OL DEVIATION FROIt SKISDESIGN DR THESE SPECIFIGTIONS. OIFAILURE i0 BOILD THE TIW/S IN CONFORMANCE WITH OSTOO BY TPI. FW A00171OA1 SPECIAL PERNANEN7 BRACING HEALPINE CTO BUILD ARE NAGE OF A.6ALV_ STEEL MEETING ASTM OUIRCHENT5. O�ESS OHFRWISE INDICATEO. TOP L4OC DL 1OAAT6 FA B EXCEPT AS NOTED_ APPLY CONNECTORS TO EACH FACE OF CHORD$HAL r,<LATERALLY BHIACEO WITH PROPER .NAT BC LL TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGHL POSITION LY AITAOIED PLVWDOD SHEATHING. BOTTOM CHORD H E eY CONNECTORS PER OKAYING$ 130. 130 G 160A-F. DESIGN STAHD1110S WITH PROPfiLY ATTACHED RIGID CEILING-SEE ♦ , TOT.LO_ 37 OR1O. CONFORM Y/APPLICABLE PROVISIONS OF NDS[TPI. AN ENGINE ALINE TECHNICAL LIPOATE (7/1/91) FOR PROPER Cl r •` ,H. OUR-FAC. 1 5EA W TNI,OKAYING APPLIES TO THE COMPONENT DEPICTED HERE DESIG L APPLICATION. FURNISH A COPY OF NNIS Sl •�!1 IN ONLY. AND S1/ALL NOT BE RELIEO UPON IN AMI OTHER YAY_ DESIGN TO THE.TNTtNSS EIECTIW CONTRACTOR_ SPACING 24 -NPL TRI PLAT T T 99f NATI A DES N F AT F ONST TI JO —OQ1L T J C J W V T T.TS DWG. PREPARED BY THE nLPINE JOB DESIGNER PROGRAM TOP CHORD 2x4 SP 02 N HOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF E WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. REACTION OF 26.84. ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFF CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-27# NAILED 12 2X4(Al) G - o m 14 B. v 12 3' 2• 3. Rv-294# U-250/. W-3"0 Rv-17i U-2001 NAILED TAG = T39OTY— 4 PLIES= 1 TOTAL- 4 REV. 18.2c PLATE—ALPINE TPI95 TPI-95(STD) TC LL 20 ALPINE Ert-IMEEAED rmOatCTS. lIK. TR,/55ES REouIRE EXTREME CA/E 01/06 -98 X*IMPORTANT)(* SNARL NDT BE IIESPPLSIBLE FOR ANY ARNING IN wu10 lI ERECTION AND 7 DEVIATION iR10Y THIS DESIGN OR THESE SPECIE(CATIONS OR ANY BRACING_ SEE N10-91 BY TP1. SEE 7N15 DESIGN 5 T TC DL WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PEMA/ENT BRACING ME ♦t't'� � BC DL 10 \I\\ FAILURE TO BUILD i11E TRUSS IN CONFORMANCE GhIV_ 4TEEt MEETING AS7Y QIIRFIENFS. lTLE55 OTHERWISE IbIG1EO, lOP ♦12319? O\\\\V^ ALPINE CONMEC70R5 ARE MAGE OF 20GA BC LL O A4A6 GRB EXCEPT AS NOTED- APPLY CONNECTORS TB EACH FACE OF UIORD 9W.L BE LATERALLY GRACED Y3TH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DES. POSIT[OM LY ATTAOREO AYYoro SHEATHING. BOTTOM TOT.LD 37 YI7H PROPERLY A7iACHEO RIGID CEILING—SEE CWIECIORS PER DRAWINGS 130. 150 C 160A-F. OESIGM STANDARDS 4 •,�fr TOw T� CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI:AN ENGINEER'S ALPINE TECHMICAL LIPOATE 17/1/911 FOR PROPER Cl I •y �. OUR.FAC. 1 SEAL ON 7N15 GRAYING APPLIES TO TIE CO1pp1ENT DEPICTED IER1E ORYYALL APPLICATION_ FURNISH A COPY 6 TN1S ST�EO^ct IN PEW. AMD SAALL NOT BE RELIED 1POW IN ANY OTTER WAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. tt`_ SPACING 21 11g9l HATIQWA F al c r r J - 1 LOT J 1 1 H. W TRAY THIS OWG. PREPARED BY THE ALPINE OB DESIGNER PROGRAI TOP CHORD 2x6 SP t2 N - DOT CHORD 2x4 SP /2 N WEBS 2x4 SP =3 ]00 MPH WIND. 15.00 FT MEAN HGT. SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG LOCATED ANYWHERE IN ROOF. REACTION OF 397.92. WINO TC OL - 5.0 PSF. WINO BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C_ ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE.PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WIT SETBACK. CORNER JACKS HAVE NO WEBS. CONTRACTORS WARNING. IS TRUSS SPECIFICIS DESIGNED TO TLOCATIONS- PARTICULAR CAREEAR ANO/OR SISPAD T AbMA ATVISE INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PF 46 _ - 12'8'12 3X4 o12 4.24 Com' m 5X4 m m 2X4(A 1) v a 2.83 12 4X5(R) 9']0"13. 2'9"15 9'10"13 Rv-570i U-3601 . N-4"15 jTAG = T19 TPI-95 (STD) OTY= i PLIES= i TOTAL= 1 REV. 18.2c ,PLATE-ALPINE TPI95TC LL 20. ALPINE ENGINEERED Pgo01CTS INC• TRH155E5 NENx/IRE EXTwEME CARE 0 1/06 98 )(IMPORTANT*)(SHALL NOT DE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION Awo DEVIATION FROM 7111SDESIGNOR THESE 7. SPECIFICATIONS OR ANY BRACING. SEE 1116-91 BY 7PI. SEE THIS DESIGN Tj T TC DL FAILURE iD WILD THE TRUSS IN CONFORMANCE wITN RS7BB BY'TPI. F61 ApOITI0N4.SPECIAL PERMANENT BRACING wE rr err. .lam BC DL 1 0 ALPINE COM+ECTORS ARE MAGE OF 20GA GALT, STEEL MEETING ASTM OUIfEN75. 1KE55 Ol/ERMISE INDICATED- TOP ��129r O AAA6 1,17 B ExCEPT AS NOTED. APPLY CONNECTORS t0 EAfJ1 FACE OF CHORD SHALL BE LATERALLY BAACEO MITw PROPER BC LL U TRUSS AND UNLESS DTHEiwISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIEATNING. BOTTOM p101b A T.T Ess.= 3'7 CONECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY Ar7A0EO RIGID CEILING--SEE TOT.LD. p �OR70 1 CONFONH M/APPLICABLE 1YIDYISINxS OF RDS[TPS. AN ENGINEER'S ALPINE TECHNICAL tPOATE /7/1/91) FOR PROPER CG'Irr • • ' OUR.FAC. . SEAL OM THIS DRAWING APPLIES r0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION.FURNISH A COPY OF 1NL5 f .A ` /, IN ONLY- AND SHALL MCI Of PELTED UPON IN ANY OTHER WAY. OESIOH TO THE TRUSS ERECTION CONTRACTOR. `Ahs PACING see 1 5 AT T T i 99 MAT l SPECIFICATION F TRUCTION (6-0012) T J 7 J W V T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM TOP CHORD 2x4 SP i2 N BOT CHORD 2x4 SP f2 N WEBS 2x4 SP 02 N " 100 MPH WINQ. 15.00 FT MEAN HGT. SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. REACTION OF 156.06. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. CONTRACTORS WARNING_ ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFT THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE,PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-60r 15040041IUiXILED it co /� 10 m — o o _ 12 . .o 6 �. m m 2X4(A1) Q 3.5 12 �e �----2 - Rv-409! U-300l .'W-3'B TAG = T16 PLATE-ALPINE TPI95 TPI-95(STD) PTY= 4 PLIES= 1 TOTAL= 4 REV_ 18.2cN ALPINE ENGINEERED PPOOUCTS. INC7AUSSES REGUINE EXTREME CYE 01/06 98 TC.LL 20_ *IMPORTANT**-SMALL NOT BE RESPONSIBLE FOR ANY' ARNING IN HARDLING. ERECTION AIO \� DEVIATION FA014 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY WAGING. SEE HIB-9f BY TPI. SEE TN35 DESIGN - .7 TC OL- {(��\\\Vvl FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OSIBS OY TPI. FOR AOOTYIONAL SPECIAL PERMANENT BRACING RE 11". BC OL I O- (v ALPINE COmWCTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENIS.O1LE55 OTHERWISE INDICATED. TOP .23 9 O� A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER fi BC LL 0- O TRUSS AND 00-ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHM s�A r E os: CONECTOLS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE . TOT_LO_- 37- CONFORM M/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :��bwt� p�- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FRATNISH A COPY OF THIS C 'r, �I/f - IOUR.FAC. 1 .2 IN ONLY. AND SHALL MOT BE RELIED WOM IN ANY OTHER WAY_ DESIGN TO THE TRUSS EWCTION CONTMCTOR. JST ' S` SPACING - 24. •--TP -79*KS P1 ATE INSTITUT S- 991 MATI AL UCSI§q 3PfCIFIC.TTS2FOR 7 TI t�" J 8-001LOT J 5 J W VL T THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PRO RAM TOP CHORD 2x4 SP #2 N DOT CHORD 2x4 SP 02 N WEDS 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN NGT. SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, REACTION OF 98.13. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS HARMING ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFT THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD: INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-4R#-9011-200AILB0ILED _ 10. ;n w Q N N � V v 2X4(A1). Q 3.5 12 8•. 5_ 2 5 Rv-344# :U-2700 W-3"8 TAG = T11OTY= 2 PLIES 1 TOTALS 2 REV. 16.2ce PLATE—ALPINE TPI95 TPI-95(STD) ALPINE ENGINEERED PROOICTS. INC. .TRUSSES REOUIPE EXTREME CUE 0 1/06L918 - T C LL 20.- *IMPORTANT)(* t **IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND 7DEVIATION FROM THIS OESIGH OR THESE SPECIFICATIONS. DRANYBRACING. SEE NIB-91 BY TPI_ SEE THIS DESIGN T TCOLFAILIRIE TO BUILD THE TRUSS IN CDNFORNAIKE NITN OSTBS BY TPI. FOR ADDITIONAL SPECIAL PEwuNENTBRACINGRE `�avrr �� BC DL 1OALPINE CONNECTORS ARE KADE OF 20GA GALv. STEEL MEETING ASTM DUIREHEMTS_.teIESS OTHEAtBRACEDSE ITHP 70P 723 9 A776 GR B EXrEPT AS NOTED. APPLY CONNECTORSTOEAC/FACEOFDCCSHALLBELAYERALLT BRAC.EO WI[NPRtyFA BC LLOTRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITIONlY A7TACED PLYWOOD SEAYNIN6. BpiTOMCNOHHD T A T E asL• ��CONNECTORS PER DRAWINGS 130. 150 L IGOA-F. DESIGN STANDARDS NITNPROPERLY ATTACHED RIGID CEILING-SEE - TOT.LOCOMEON W/APPLICABLE PIOVISIOS OF NOG L TPI. AN ENGINEER'S ALPINE TECNICAL UPDATE (7/1/011 FOR PROPER 4OMtO1 -2SEAL ON THIS DRAWING APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUMNISH A E(()9Y ON THISOUR.FAC.,IN ONLY_ ANO SNAIL NOT 0E RELIED UPON IN ANY OTHER WAY_ DESIGN TD TE TRUSS ERECTTON CONrwACTOR. tai SPACING 2/f. --TP -7 AT T T T 5 991 NAT 5 FI ATI FOR ST 7I 1 LOT J J W V T THT5 OWG. PREPARED BY THE ALPTNE OQ9 OESJQNER PROGRAM TOP CHORD 2x4 SP f2 N BUT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLOC, LOCATED ANYWHERE IN ROOF, i REACTION OF 26 L WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. CONTRACTORS WARNING ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFT THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-270 NAILED 9'7 6 m 0 - f2 2X4(Al) - 6 G�;;- - m rn 3.5 B 12 3' 2' 3 RV-2940 U-2400 W-3-8 Rv-170 U-200# NAILED TAG = T30 OTY- 2 PLIES= I TOTAL= 2 REV_ 16.2c, PLATE-ALPINE TPI95 TPI-95 (STD) ALPINE ENGINEERED PRODUCTS. INC. (� TRUSS"REQUIRE EXTREME CAPE 01/06L98 TC LL 20. **IMPORTANT*)(SMALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HAWOL,NG. ERECIIIR AHO 7 DEVIATION FROM 71115 DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN TC DL FAILURE TO BUILD THE TRUSS IM CONFORMANCE WITH OSTEO By UPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ��•'�, �, BC DL 10. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEMTS_UNLESS OTHERWISE INDICATED. TOP 'A A2319 O. A4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED NIT"PROPER T BC LL TRI/SS AND ulILE54 OilE11W15E IOCATEO ON THIS DESIGN. POSITION LY ATTACED PLYWOOD SHEATHING- BOTION CHORO I l A l E Of ']7. CONNECIORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS NIT"PROPEILV ATTAOED RIGID CEILING— SFE - TOT.LO J A HOB LO CONFORM N/APPLICAOLE PROVISIONS OF NDS[TPI. AN ENGINEER'S AlPl1E TECHNICAL UPDATE 17/1/911 FOR PROPER 1 - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE oQYWALL APPLICATION. FURNISH A COPY DF THIS cl �� •A' ` OUR.FAC ]N ONLY_ AND SPALL HOT BE FELTED I1P0N IN AMI OTHER NAY. 'DESIGN TO THE TPVSS ERECTION CONTRACTOR. Sl 'ETf1 S15 IMG 24. --TPI - T ATE 145TITyTE, - 1991 HAT19HAL FjCATjQM FOR WQQQ FQNSTRKII J - LOT J 1 J W V T THIS DWG- PREPAREO BY THE ALPINE 106 DESIGNER PROGRAM TOP CHORD 2x4 SP t2 N - BOT CHORD 2x4 SP I2 N WEBS 2x4 SP f2 N AN UPLIFT REACTION Of -169i OCCURRED ON A ROOF OVERHANG/CANTILEVER DESIGNED FORA 2.00 PSF SOFFIT LOAD_ NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS R 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O-C. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 339.21. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITI( AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DUI INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PR( 2x4(Ai) m o 8'3"15 12 6 3.5 12 i. �1 2' Rv-380s U-260r W'3_Rv-2I1&1697-20(NAIIif1QLEO TAG = T31 OTY= 2 PLIES= i TOTAL= 2 REV_ 16_2c, PLATE-ALPINE TPI95 TPI-95(STD) 20. ALPINE ENGINEERED PRDM"YS. INC- TRUSSES REQUIRE EXTREME CARE 01/06 98 TC LL )(*IMPORTANT)()(SMALL YDI BE RESPONSIBLE FOR ANY ARNING IN HBy IPI. E THIS D AND 7 DR ANY BRACING. SEE HIB-91 By IPI. SEE THIS DESIGN ST 7C OL t OEYTATION FMN THIS DESIGN OR THESE SPECIFICATIONS. 0FAILURE TO BUILD THE 7RJSS IN CONFDRNANCE VITN OSTBB BY TP.- FORA0017IONAL SPECIAL pE{Y(AHENT BRACING RE � E3C OLALPINE CDNNECiDKS ARE NAGE OF 20GA GAIv. STEEL NFET I_ASTY OUIRENEN75. Ua.E55 07/£RYISE INOICA7E4 70P ��2 9� O- A446 GR B EXCEPT AS NOTED. APTLY CONNECTORS TO EACH FACE OF C11610 SHALL BE LATERALLY BRACED VI7N P{OPFA . BC LL iPA1SS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYYODO SHEATHING. MT70N pgfYl 7 37 TOT.LO_ CONNECTORS PER pRAYINGS 730_ 150 G GOA-F. DESIGN STANDAM$ WITH ppOPE1LY ATTACHED RIGID CEILING--`�E *[Dw LO CONFORM Y/APPLICABLE PROVISIONS o<NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER Cl .. `�� DUR.FAC. 1 .2 SEAL ON THIS BRAYING APPLIES 70 iNE cD1ooMEMI DEPICTED HERE DRYWALL APPLICATIP+. ilAV/l91 A COPT of THIS 1 ^tel SpAC I NG -24 . 1N ONLY, AND SNAIL NOT BE, E REELED UPON rN AMY OtIER WAY. OESIRr TO 11E TRUSS ERECi1R1 CONTRACTOR. t - 1991 MAT A IFI A7 F T it )Db ( QQ12) LOT / J 9 iQ 13 Hj I')/VLT THIS DWG- PREPAREO FROM COMPUTER INPUT (LOADS 6 DTHEN' TOP CHORD 2x� SP 82 N - BOT CHORD 2x4 SP i2 N WEBS 2x4 SP #3 - 100 MPH WINO, 15.00 FT MEAN NGT, SBCCI, SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, THIS HIPJACK IS DESIGNED TO WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. SETBACK. CORNER JACKS HAVE NO WEDS. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM CONTRACTORS WARNING: REACTION OF 290.01. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RV-QB �I 46 12'0'12 4'11'6 3X4 12 4.24 p N'O - 4X4 m ZX4(Al) 1 5X32 47 v 12 10'1'13 9'10'13 2'9'15 Rv-491 U-3001 W-4'15 RI = T3 TPI-95(STD OTY= 1 PLIES- 1 TOTAL- 1 REV. 16.2ce ALPINE ENGINEERED PTND011C75, INC- TNi15SE5 NENYIINE GN EXTREME GRE 01/06 98 TC LL 20-1 *IMPORTANT**smALL Not BE REsPBNsfBLE FOR ANY ARMING IN NAN4ING. ETECT[oN ANo TC DL 7.1 EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING- SEE N1O-91 BY TPl. SEE THIS ON.RE T 1AILURE TO BUILO THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADpiTIONAI SPECIAL pEKNA1EN7 BRACING 1E � BC DL -1O- LPINE COHECT00.5AREMADE OF 2BGA GALV. STEEL MEETING ASiM WIRENENTS. SH-ESS OTNERNISE INOIGTEO. TOP �A2319OA446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OUOUD SNAIL BE LATERALLY BRACER wI7N PROPER 7 BC LL TRUSS A10 UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTAC EO PLYWOOD SHEATHING. BOTTOM OWRD t I A f E os MIT"PROPERLY ATTAOFO RIGID CEILING--SEE , . TOT.LO. 37- CONNECTORS PER DRAWINGS 130.. 150 C PGOA-F. DESIGN$IANDAROS q NORTo COW"M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE 7EOMi[AL UPDATE 1194 A 1 FOR PROPER (�Crr,,, .Y ``� OUR.FAC. . 1 -2 SEAL ON THIS OKAYING APPLIES TO THE COMPONENT DEPICTED 1ERE DRYWALL APPLICATION. FURNfSN ACOPY OF THIS STeL� IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CO/7RACTOT. SPACING s e e AT T 7 T - 1 - MAY A F AT F M 7 IT FARM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 1213.0 33.05 7217.1 Double,Clear S 1.5 5.0 15.0 34.50 0.81 417.6 Double,Clear S 1.5 2.0 8.0 34.50 0.57 156.0 Double,Clear W 1.5 2.0 4.0 36.99 0.60 89.1 Double, Clear W 1.5 5.0 30.0 36.99 0.88 971.5 Double,Clear W 1.5 6.0 34.0 36.99 0.91 1148.6 Double,Clear N 1.5 5.0 15.0 19.22 0.92 263.9 Double,Clear N 1.5 3.0 4.5 19.22 0.83 71.9 Double, Clear E 1.5 10.0 54.0 40.22 0.98 2124.8 As-Built Total: 164.5 5243.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 206.0 0.7 144.2 Frame,Wood, Exterior 11.0 1000.0 1.70 1700.0 Exterior 1000.0 1.70 1700.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Base Total: 1206.0 1844.2 As-Built Total: 1206.0 1844.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1213.0 0.60 727.8 Under Attic 30.0 1228.0 0.60 736.8 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1213.0 727.8 As-Built Total: 1328.0 846.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) -41.20 -7004.0 Raised 0.0 0.00 0.0 Base Total: -6290.0 As-Built Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1213.0 10.21 12384.7 1213.0 10.21 12384.7 EnergyGauge®DCA Form 60OA-97 EnergyGauge4&/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16049.1 Summer As-Built Points: 13440.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13440.4 1.000 1.047 0.284 1.000 4002.3 16049.1 0.3573 5734.3 13440.4 1.00 1.047 0.284 1.000 4002.3 EnergyGaugel DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 .18 1213.0 9.76 2132.0 Double,Clear S 1.5 5.0 15.0 4.03 1.20 72.4 Double,Clear S 1.5 2.0 8.0 4.03 2.27 73.1 Double, Clear W 1.5 2.0 4.0 10.77 1.13 48.9 Double,Clear W 1.5 5.0 30.0 10.77 1.03 334.2 Double,Clear W 1.5 6.0 34.0 10.77 1.02 374.6 Double,Clear N 1.5 5.0 15.0 14.30 1.00 215.4 Double,Clear N 1.5 3.0 4.5 14.30 1.01 65.0 Double,Clear E 1.5 10.0 54.0 9.09 1.01 497.2 As-Built Total: 164.5 1680.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 206.0 3.6 741.6 Frame,Wood, Exterior 11.0 1000.0 3.70 3700.0 Exterior 1000.0 3.70 3700.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Base Total: 1206.0 4441.6 As-Built Total: 1206.0 4441.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1213.0 1.20 1455.6 Under Attic 30.0 1228.0 1.20 1473.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1213.0 1455.6 As-Built Total: 1328.0 1673.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3196.0 Raised 0.0 0.00 0.0 Base Total: 1513.0 As-Built Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1213.0 -0.59 -715.7 1213.0 -0.59 -715.7 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 9279.6 Winter As-Built Points: 10651.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10651.1 1.000 1.064 0.437 1.000 4954.5 9279.6 0.5340 4955.3 1 10651.1 1.00 1.064 0.437 1.000 4954.5 EnergyGauge"' DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5734.3 4955.3 8238.0 18927.6 F4002.3 4954.5 8429.6 17386.4 PASS cxEysr9T�0 � _ d 01)WE EnergyGaugeTM' DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 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 orjoint 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 1606.1.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(gas)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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allon_s 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. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.3 The higher the score,the more efficient the home. Lot: H/194, Sub: ATLANTIC BEACH, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area(ft2) 1213 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 164.5 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 112 _ HSPF:7.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0,170.0(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, 1000.0 ft2 _ EF:0.86 b. Frame,Wood,Adjacent R=11.0,206.0 ft2 _ 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, 1228.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0,100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,125.0 ft _ RB-Attic radiant barrier, b.N/A 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 th cve energy saving features which will be installed(or exceeded) o4T sTgTc� in this home before f al ins ction.Otherwise,a new EPL Display Card will be completed based on installed de co int fea es. unr „C Builder Signatur Date: I Iq l Address of New Home: t 2 p n City/FL Zip: /�,��Q/}Fi c a C_i'I j�c0 W-, /9l0,-)4 C, &C'Cil *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 EPADOE EnergyStardesignation), your home may qualify for energy efficiency mortgage(EEh4) 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.ucf edu 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) SERIAL # 7116 * ResmanuJ (c) * 01-18-1999 WHOLE HOUSE HEAT GAIN /CHEAT�U�CALCULATION SEVENTHUSING EDITION (RES1986DATA by AFCLCSA. ) (BASED ON A.C. Project name : 1213 Address : H/194 AB City/State : Owner : Builder : BESTCON HVAC contr. : McGOWAN' S Cond Flr Area: 1213 SF * GLASS/SF RATIO = 14% * House Faces : North * Climatic Conditions & Design Conditions -------------- ------------------------- ----------- � Geographical Location : Florida Jacksonville - ---------------- _ North Latitude ____ ------ ------/--- _ Elevation 30 Deg. 24 Ft . Above Sea Level / Outdoor Winter Dry Bulb 32 Deg. F70 Deg. F Indoor Winter Dry Bulb 38 Deg. F Winter (Actual) Temp.Diff . 35 Deg. F Winter Temp. Diff . (wTd) 94 Deg. F Outdoor Summer Dry Bulb Deg. F Outdoor Summer Wet Bulb 77 77 Outdoor Summer Hum. Ratio Gr/Lb 114 55% Indoor Summer Relaltive Hum. Indoor Summer Design Gr/Lb. 42 Deg. F Indoor Summer Dry Bulb 75 19 Deg. F - M Summer Daily Range 19 Deg. F Summer (Actual) Temp.Diff . 20 Deg. F Summer (User Sel) Temp-Diff . (sTd) --------- * HEATING SUMMARY * BESTCON .DAT * COOLING SUMMARY 260 .42 SUBTOTAL 19963 .35 STRUCTURE SENSIBLE 14627 . 00 MECH.VENT- 30 Cfm 14887 42 SENS. + MECH.VENT : 1 . 00 TEMP.SWING @ 3 DEG. : 3000 . 00 OCCUPANT/APPLIANCE 1788 74 DUCT LOSS 998 . 17 DUCT GAIN _ 19676 .16 TOTAL LOSS/BTUH 20961 . 52 TOTAL SENSIBLE 4059 .21 TOTAL LATENT SENSIBLE + LATENT 23735 . 37 20% OVERSIZE FACTOR 4192 . 30 20% SENS.OVRSZE FTR: 3935 .23 .39 ACTUAL + 20% OVERSIZE: 17887 .42 SENS . + 20% OVERSIZE: 23611958 . 88 HTG FTR = 37 . 8 CLG FTR = 20 . 5 CLG DESIGN CFM * EQUIPMENT SELECTION * 0-05 EQT MANUF JANITROL Cu MOD # CPKE24-1 AFUE/HD73SPF TYPE HP HTG INP/BTUH HTG `IUHTTL CLG TUH SENSIBLE BTUH 18400 LATENTNT BBTUH 5600 HTG CFM 1000 24000 TONAGE 2 (S) EER 10 . 0 CLG CFM 1000 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 PERMIT INFORMAT-1.04 LOCATION INFORMATION Permit Number: 18115 Address: 1210 VIOLET STREET Permit Type: MECHANICAL ATLANTIC BEACH Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s): 1 & 2 Block: 194 Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/21/1999 Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/21/1999 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACTORtS _ _ AP . ':TION FEES MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 ;;Ins jjt`R j ii*d ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i2 f",-10 Date: 4!22/3'3 81 keceipt: 0051 8851562 TLANTIC BEACH BUILDING DEPT. 081895 16622 0e1eeee32218e9 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION< LOCATION INFORMATION rP:e:�rmit Number: 18116 Address: 1212 VIOLET STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/21/1999 Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/21/1999 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR Cf35kTRRTflR S APPLICATION FEES MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 inspections Ruired ROUGH MECHANICAL FINAL I NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L,\ r,( 2�� $43.0914 Date: 4/22/59 01 Receipt: 9051563 NTIC BEACH' BUILDING DEPT. CHECKS 16622 08100003221000 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT ----- LOCATION INFORMATION PERMIT INFORMATION _ _ Permit Number: 18122 Address: 1210 VIOLET STREET Permit Type: ELECTRICAL ATLANTIC BEACH Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s): 1 & 2 Block: 194 Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/22/1999 Name: BESTCON INC. Total Fees: 45.00 Address: 910 OWEN AVENUE Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/22/1999 Phone: (904)246-3747 Work Desc: CS2/0 150AMPS 1 P 3W 240V CABLERW ALUM - NEW SERVICE CONTRA-CT-OR(S)_ _ APPLICATION FEES _ MUNSON & BRYAN ELECTRICAL CO. PERMIT 45.00 I;1iis} ions ReqWired ROUGH ELECTRIC TFINAL ELECTRIC i I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C;Gr45.014 C - Date: 4/22/99 61 Receipt: 0851635 ATLANTIC BEACH BUILDI EPT. 88188883221888 8163 14W CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMITINFORMATION` LOCATtONINFORMATION Permit Number: 18123 Address: 1212 VIOLET STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/22/1999 Name: BESTCON INC. Total Fees: 45.00 Address: 910 OWEN AVENUE Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/22/1999 Phone: (904)246-3747 Work Desc: CS2/0 150AMPS 1 PH 3W 240V CABLERW ALUM - NEW SERVICE CONTRACTORS APPLICATION FEES MUNSON & BRYAN ELECTRICAL CO. PERMIT 45.00 ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. f45.B8 14 Date: 4/22/99 81 Receipt: 8851634 ATLANTIC BEACH BUILDING DEPT. 88188083221888 8163 1 C/ITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET , Address— , 1 �l l/�("7�. f= 7r S� Date 9W- ,9 2 Heated Square Footage @ per sq ft = S_ Garage/Shed C per sq it = S Carport/Porch @` S per sq It = S Deck OKI per sq ft = $ _ Patio @ $ per sq ft = 8 o m TOTAL VALUATION: S (,3 O C� 3� 9 20 ;26o 00 Total Valuation 1st $ 5-0- ,0,0C2 Remaining Value $ y. per thousand or portion thereof TOTAL BUILDING FEE $ ° O + 1112 Filing Fee ( ) Fireplaces @ $15 . 00 $ --- A - BUILDING PERMIT FEE S 1)14 °O WATER IMPACT FEE $� 00.O SEWER IMPACT FEE $ .1 1, O ,_ WATER METER/TAP $ S7.o d CAPITAL IMPROVEMENT S 3 12 S-, 00 SEWER TAP S (/,;Zt3) RADON (HRS) .0050 S 3- 17- o SECTION. H PAVING ( 3rj �j $ -(nd HYDRAULIC SHARES $ O CROSS CONNECTION S V 21-3) SURCHARGE . 0050 S 5• 4l7 OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimminaPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : 0 T.ate 9e�e ce /yea A,s k ' 0-e 'O /°sG90 . G' r sT A% `'/ , afo°a9 A� 09 a'9 0 /asp c'0e°rZoI> 0 6 X09 �, A 1O /oma aae eh �/ co "O AlQ Q, ' Ye 9 �l 1pe9/ O A S G,h c° Gp arc L° TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address 9 Please update your records accordingly. ank y / B DING C ER� CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMITINFORMATION. L0CXt1ON'INFORMA'QON Permit Number: 18116 Address: 1212 VIOLET STREET Permit Type: MECHANICAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est_ Value: 63,920.00 Parcel Number: ......................... Improv. Cost: OWNER'INFORMATtON' Date Issued: 4/21/1999 Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/21/1999 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR COiStTFtATOR S AP 'TION:FEES MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 Ins ns . ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. r, $43.00 14 Date: 4/22/59 01 Receipt: 00515063 NTIC BEACAl-CAH BUILDING DEPT. 001000 16622 aelBeeas221e;Se CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 II PERMIT INFORMATION LOCATIONINFORMATION-- - _ Permit Number. 18115 Address: 1210 VIOLET STREET Permit Type: MECHANICAL ATLANTIC BEACH Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s): 1 & 2 Block: 194 Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER'INFORMATION — Date Issued: 4/21/1999 Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/21/1999 Phone: 904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACT AP�PUCATtON FEES -- MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 -hisopoions.<R uired ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.------ _ ---- $43.0814$43.9814 C Date: 4/22/99 81 Receipt: 8851562 ATLANTIC BEACH BUILDING DEP CHECKS 16622 88188883221888 I — . BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 n APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: ) f /� OF Intersecting Streets: Between / cry-�Sy- W And BUILDING �- Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalMcGowan ' S Heating_ & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of M-48 Property Owner Signature of Owner, / � Signature of or Authorised Agen} �) C Architect or Engineer III. GENERAL INFORMATION A, Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON �3 Electric THIS BUILDING OR SITET ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CON TRUCTION (3 Oil PERMIT 7 / 71 193 ❑ Other — Specify _ • IV, MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed �"ntrel — Floor New Building /lir Condrt;onin Room �Centrel r Existing Building °- ° luct System: Materia Thickness El Replacement of existing system f U,;ti New Installation(No system previously Installed) Maximum capacity c.f.m. ❑ Extension or add-on to existing system ❑ Refrigeration O Other — Specify ❑ Cooling tower: Capacity 9•p-m- 0 Fin sprinklers: Number of head ❑ Elevator ❑ Menl;ft ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ . Gasoline pump• (number) (mesh»d) ❑ Tanks— (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Deta ❑ balers Q OMer — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Appmvi:sg Number Unita Description ][oriel Number Manufacturer ( ) I►reacyr L HEATING FURNACES, BOILERS, FIREPLACES Capacity Approvft Number Units Deacriptlon Yodel Number 3"nufacturer (BTU) ASUN7 TANKS ng How Many NOW nal Capacity Type Liquid Name of �� Ap�`O`rCy and Dimensions Contained Manufacturer No. ^6usc7 44 Z.f>O BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: l OF Intersecting Streets: Between / S ) And BUILDING J l f �i3 Subdivision II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan ' s Heating & Air- Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of Property Owner -,44/11e_ mfr! c Signature of Owner Signature of or Authorized Agent Architect or Engineer Ill. GENERAL INFORMATION A, Type of Mating fuel: B- IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE4 Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ''7-7f7 �' ✓ - ❑ Other — Specify • IV. MICHANICAL EQUIPMENT TO BE INSTALLED N TURE OF WORK (Provide complete list of components on back of this form) a Residential or ❑ Commercial Heat ❑ Space ❑ Recessed )I(-Central O floor New Building Air Conditioning: ❑ Room Control Existing Building Thickn El 'Replacement of existing system Duct System: Materia New Installation(No system previously Installed) Maximum capacity Kipc.f.m. Extension or add-on to existing system ❑ Refrigeration F-1 Other — Specify ❑ Cooling tower: Capacity 9-P-rn- ❑ Fire sprinklers: Number of head ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ . Gasoline pumps --(number) (Recoiled I . ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Da+` ❑ Bollen ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Capacity Approvi:sg Number Units Description Model Number Manufacturer (T=M) �►i�Y I HEATING FURNACES, BOILERS, FIREPLACES Capadty AVF� Number Units Description Model Number Maaufacturer (NM) TANKS ng maw Many Nominal Capacity Type Liquid Name of �� Ap °`n y and Dimensions Contained Manufacturer No. cY �C✓/ice/ l/r� .�r1 CITY OF Office of Building O icial REQUEST FOR INSP CT 3 Date_ rmit No. Time A.M. l Received PM. 1,210 Job Address l Locality /� Owner's J�rS` T� OBJ Name ✓ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C Footing ❑ Rough Wiring [] Rough Re Roofing ❑ Slab Air Cond. & El Insulation ❑ Temp Pole C Top Out 1:1 Heating Lintel ❑ Final C Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M.M M. Inspection Made Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ACITY OF �& L /3C - Office Of Building Official REQUEST FOR INSPECTION Date 9 Time Permit No. /`7 /92,—f-3 Received A.M. P.M. Job Address Owner's ali N Contractor It ING CONCRETE ELECTRICAL Framing El Footing MECHANICAL Re Roofing Slab ng ❑ Rough Wiring ❑ Rough ❑ Temp Pole ❑ To Out ❑ Air Conting & ❑ Insulation Lintel p ❑ Heating ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. \ Thurs Friday /1 ----�P.M. Inspection Mad }I A.M. Inspector s P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official S Z Q REQUEST FOR INSPECTION % i JV/ Z -z— Date Date L/ 3 T Oki / F ,( / TimeA M Permit No. � (o Received P.M. Job Address Owner'sLocality Name r f TC Q actor 's ILDING CONCRETE ELECTRICA FramTnn PLUMBIN ECHANI Re Roofing 'C Slab Footing ❑ Roug iring Roug ❑ ❑ Temp Pole ❑ To Out Air Conting & 7}G Insulation C Lintel ❑ Final p � Heating ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. . Wed. Thurs. Friday A.M. Inspection Made 67—- Z A.M. Inspector P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date /CITY OF Office f Buil ng f icial �� 3 P7 REQUES F INS Date / 3o / �� op Permit No. Time A.M. Received P.M. 621Z 4zoe r I/— Job Address Locality _J Oame �� Contractor ��`f C N U DING CONCRETE ELECTRIC ECHA Framing Footing 11Rough Wiring PLUMBING M❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out —tr" Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made v P.M. Inspector Final Inspection Certificate of Occupancy Date CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL, PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATI NS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. I Munson and Bryan Electric Co. EC-0001713 .1423 ELECTRICAL FIRM: M EL IA \ I NAME_- S�fl� � ICT_ ADD ESS: RFD-BOX- BLDG, FO BOXBLDG,SIZE BE -W N: '` 5 �I RES, l "( APT. ( ) COMM. ( ) P IC ( ) INDUS. ( ) NEW (`f OLD ( ) REW. 1 ) ADDITION ( I TRAILER ( ) TEMP, ( ) SIGNS ( I S0, FT. SERVICE: NEW (I.--- INCREASE ( ) REPAIR ( I FEE CONDUCTOR SIZE O P50 AMPS COPPER ALUM.9�0 Lin SWITCH OR BREAKER � � 0 M PH W /oZ V LT COLL Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. FIXED 10.100 AMPS. Ov[R APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP, MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS N0, 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. I KVA I I N0. IKVA NO. NEON TRANSF. N0. VA. MA. I MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED S TOTAL FEES IiS1 )3 CITY OF ATLANTIC BEACH, FLORIDA Approved Dy APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE. c� 19 `q IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGU TIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. b, EC-0001713 Munson and Bryan Electric Co. 1423 ELECTRICAL FIRM: -,�� E I SIGNATURE JOURNEYMAN NAMEbes-v to + ��ti AIr/RE SS: RFD BOX • 1 BLDG.SIZE BETW EN: RES. ( ' AFT. ( 1 COMM. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( OLD ( 1 REW. 1 ) ADDITION ( I TRAILER I TEMP. ( I SIGNS ( ) SQ. FT. SERVICE: NEW (`r INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE a O 160 AMPS COPPER ALUM. SWITCH OR BREAKER !!)C AMPS PH W /a`IW LT (�hUCRACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.30 AMPS. 3I.100 AMPS. 5W ITCHES INCANDESCENT FLUORESCENT &M. V. FIXED 0.100 AMPS. 0V9A APPLIANCES BELL TRANSF, AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. I KVA I.I I NO. IKVA NO. NEON TRANSF. NO. !VA. MA.--I-[ MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMITINFORMATION LOCATION'INFORMATION. : Permit Number: 17967 Address: 1210 VIOLET STREET Permit Type: PLUMBING ATLANTIC BEACH Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):1 &2 Block: 194 Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/25/1999 Name: BESTCON INC. Total Fees: 57.00 Address: 910 OWEN AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/25/1999 Phone: 904)246-3747 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS 'APPLICATION FEES DON HARRIS PLUMBING PERMIT 57.00 . Iisctior�s R aired UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i C✓ $57.88 14 Date. 3/25/9961 Receipt: 8844698 ATLANTIC BEACH BUILDING D CHECKS 88188883221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATIONINFORMATION Permit Number: 17968 Address: 1212 VIOLET STREET Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: Improv. Cost: OWNER:INFORMATION _ Date Issued: 3/25/1999 Name: BESTCON INC. Total Fees: 57.00 Address: 910 OWEN AVENUE Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/25/1999 Phone: (904)246-3747 Work Desc: INSTALL PLUMBING IN NEW HOME CON TRAeTOR:S I' APPI,tCATION FEES DON HARRIS PLUMBING PERMIT 57.00 i i UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $57.0814 r Date: 3/25/99 61 Receipt: M44691 CHECKS 38746 ATLANTIC BEACH UILDING DEPT. 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION • OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS RL11MPC',n AND ADDRESS: P. 0. BOX i 4603 TELEPHONE NUMBER: (904) 772- 0900 C F C _ 0 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: ll// TYPE OF WORK: � y� ZG HOW MANY OF THE FOLLOWING FIXTURES INSTALLED J � SINKS r SHOWERS LAVATORY .r WATER HEATERS / BATH TUBS DISHWASHERS URINALS DISPOSALS I CLOSETS ` WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ 117 ________________________________-___-__________ 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) 247-5825 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: — OWNER OF PROPERTY. BUILDING CONTRACTOR: G PLUMBING CONTRACTOR DON HARRIS P!_U J RPlJ(7%7 rn AND ADDRESS: P. 0. BOX 146063 ��.."'L( iCCilllll rel t C �1 'a"•'1 � TELEPHONE NUMBER: (904) 772-0900 C F C - 19 19 4 STATE LICENSE NO: TYPE OF BUILDING: AA, 11�hvzllil TYPE OF WORK: C-Gy� /�/�� '/(ms's HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY HATER HEATERS BATH TUBS DISHWASHERS -URINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL MIXTURE COUNT: x $3.50 + $15.00 = $ --------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'O! THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 w CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17793 Address: 1212 VIOLET STREET Permit Type: DUPLEX RESIDENCE ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FMLY(ATT) Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 63,920.00 Parcel Number: "Improv. Cost: 63,920.00 OWNER INFORMATION Date Issued: 2/12/1999 Name: BESTCON INC. Total Fees: 3,131.14 Address: 910 OWEN AVENUE Amount Paid: 3,131.14 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/12/1999 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS HSF 1213 CONTRACTORS APPLICATIONFEES _ BESTCON, INC. PERMIT 414.00 WATER IMPACT FEE 410.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.77 RADON CAB 5% 0.30 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 600.00 CONST.SURCHARGE 5.47 SCHARGE/ATL.BCH. 0.60 Ins ct ons Required FOOTING SLAB COVER UP FRAMING 1 FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS-PRIOR-TO INSPECTION 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 CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"- --4=0 MPROVEMENTS"ne0 W10 - - ISSUED�ACQORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIGkAEION OF APPLICABLE PROVISIONS OF LAW. -c m m Operator: WENDY Date: 2/25/99 81 Receip 8 6973 A ,C BEACH BUILDING DEPT. Total F'ayeent f31 14 B estcon, Inc. 1/8/99 Plan 1213 Design Based on 1997 SBCCI, Section 1606 Roof Pitch : 6112 - Mean Roof Height( ft ): 15 Wall Height: Varies Velocity Pressure (psf): 20.44 Wind Speed(mph) : 100 End Zone Length ( ft ) , 6 Wind Front to Back: Transverse Right Sidewall : Length of Load Area-:11' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 5 8 1.1 20.44 450 Shearwall Length- 3.5'+4'+8'=15.5' Total 1259 Load Shearwall Unit Length Shear 1 Unit Shear: 1258.88 15.5 81.2 pif 1st. floor ISW] Left Sidewall of Master Bath: Length of Load Area-11'+6.25'=17.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @.Top Plate (lbs) First Floor Wall 17.25 8 1.1 20.44 1551 Shearwall Length-. 3.5' Total 1551 Load Shearwall Unit Length Shear Unit Shear: j 1551.12 3.5 443.2 plf 1st. floor SW(3)w/MTS27B Jeffrey . ulsberg, P.E. (904) 886-2401 Bestcon, Inc. 1/8/99 Pian 1213 Right cidewall of Porch: Length of Load Area-6.25'+10.33'=16.58' Description Width (ft) Height(ft) GCp Pressure (psf Load @ Top Plate (lbs) First Floor Wall 16.58 8 1.1 20.44 1491 Shearwall Length: 5' Total 1491 Load Shearwall Unit Length Shear Unit Shear: 1490.88 5 j 298.2 plf 1st. floor SW(3)w/MTS-27B Left Sidewall: Length of Load Area-10.33'+2'=12.33' Description Width (ft) Height(ft) GCp Pressure (psD Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 6.33 8 . 1.1 20.44 569 Shearwall Length: 3'+3'=6' Total 1378 Load Shearwall Unit Length Shear Unit Shear: 1378.48 6 229.7 plf 1st floor SW(3)w/MTS27B G 2 Jeffrey K. Hulsberg, P.E. (904) 886-2401 . Qestcon, Inc. 1/8/99 Plan 1213 Wind Side to Side: Transverse Front Wall of Main Frame: Length of Load Area-3'+3.5'+11.75'=18.25' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 12.25 8 1.1 20.44 1102 Shearwall Length: 12'+3'+6.5'+16'=37.5'. Total 7911 Load Shearwall Unit Length Shear j Unit Shear: 1910.81 37.5 51.0 pif 1 st floor SW Rear Wall of Main Frame: Length of Load Area-11.75' Description Width-(ft) Height-(ft) GCp Pressure (psO Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall -5.75 8 1.1 20.44 517 Shearwail Length: 28'+4'+15'=47' Total 1326 Load Shearwall Unit Length Shear Unit Shear: 1326.32 47 28.2 plf 1st floor SW SW-Shearwalls nailed at 6"o.c. on edges and 12"o.c. on intermediate supports with 8 d common. SW(3) -Shearwalls nailed at 3"o.c. on edges and 12" o.c. on intermediate supports with 8 d common. G � Jeffrey K. Hulsberg, P.E. 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O CL 0cin � rnrnrnw s o o O o o H, o U, cr m o (D o m CL N _ (D C � _ o N N W O - Z A uCO O CO 7 0) N n v Cn A QI A W C7 n (T N O) N O W Ca Q c O O (0 N v I� S� C) 3 (D + O = CD CD r W N (D / V (D j N� � N _� D (n / A Sy Q n n+n r 07 (� W (D I SA - z m VJ \ o I� � � D � R z 0 n (D I I I Ir _ N : O O — C) # Z N I I� N cn RD CLC Z� I� Q . O °o g = p -0 (DD � n D`DDD C) I: o O � ' tD � A I w 0 n C7 C7 -0 -0 C) : n p D DDDD -U o r rrrr0 O V? L 3 0 03T N � O 1 - CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING goo SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ------ ---- --_-- -- LOCATION INFORMATION PERMIT INFORMATION —_____- ------ f Address: 1210 VIOLET STREET -Permit Number: 17792 ATLANTIC BEACH gook: Permit Type: DUPLEX RESIDENCE Township: Range: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: SECTION H Square Feet: 63 920.00 Parcel Number: Est. Value: 63,920-00 OWNER INFORMATIO_N "Improv. Cost: 2/12/1999 Name: BESTCON INC. Date Issued: 3 116.14 Address: 910 OWEN AVENUE Total Fees: JACKSONVILLE BEACH, FL 32250 Amount Paid: 3,116.14 phone: (904)246-3747 -- Date Paid: 2/11/1999 APPLICATI FEES Work Desc: CONSTRUCT NEW DUPLEX RESIDENCE PER PLANS HSF 1 __--- 414.00 CONTRACTORS PERMIT 410.00 BESTCON, INC. WATER IMPACT FEE 1,250.00 SEWER IMPACT FEE 85.00 WATER METER/TAP 5.77 RADON GAS-H.R.S. 0.30 RADON CAB 5% 325.00 CAPITAL IMPROVE. 35.00 CROSS CONNECTION 585.00 SEC H IMPACT FEE 5.47 CONST.SURCHARGE 0.60 SCHARGE/ATL.BCH. Irlispectons Requ a --- — - SLAB - COVER UP FOOTING FINAL BUILDING CERTIF/OCCUPANCY FRAMING LINTEL TIE BEAM INSULATION _ ----------------------- NOTICE -------- NOTICE_INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ------- BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE OR OWNERCED IN PUBLIC-SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRA RESULT IN THE "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN R - -------------------------- OpERr( OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" TO REVOCATION PR ado ` UE[�,��ORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT - — ISS ,. , FOR V14LAdION OF APPLICABLE PROVISIONS OF LAW_-_ - – -- -c W r ro r \ b Operator: WENDY Date: 2/2599 81 Receipt. 08372 14 Total Payaent IC BEA B DING DEPT. ATLPt,.�l`� -