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Permit 1098 Main St (vault) JOB ADDRESS PROPERTY OWNS "• �- 2G - 7`� PERMIT NUMBER 7F DATE 2- 2 )--- INSPECTIONS: - Z )--INSPECTIONS: FOOTING 3 - 9 -9 9 SLAB 5 i S - g t TIE BEAM LINTEL NAILINGISHEA THING FRAMING/COYER UP " INSULATION4-D-7- 9 (? FINAL BUILDING 6-/ - CERTIFICATE OF OCCUPANCY/-I - '1 ELECTRICAL PERMIT# / 7 V7 f - 7`P / -7 S N 3- y INSPECTIONS ROUGH /-/- ;,o FINAL MECHANICAL PERMIT# INSPECTIONS ROUGH �® FINAL r PL UMBJNG PERMIT# / _7 7 INSPECTIONS ROUGH/UNDER SLAB TOPOUT WATERISEWER FINAL NOTES: �V11! MAP SHOWING BOUNDARY SURVEY OF LOT 1, BLOCK 184, I AS SHOWN ON AP OF SECTION MH" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECaROS OF DUVAL COUNTY, FLORIOA. FOR: REAL ESTATE OROUP OF 7W SOUTHEAST 0. N 01''22' W FOR RICHT—OF— AY LINE OF N S1wiF, PER ABOVE MENTIONED PLAT. NOTE: TRE 3 ARE a aR .tARDEFt ANO Af41: SHOWN THUS: 12' 0 TREE C E�E.v[� M x MRG���A d oAK M A I N S T R E E T (50' R/YV) ppjoii,eDeve 4 f p4 vTA4,5/J r L9 6702 S 01 *22'00" E 70. 0Le 1704 w Llj 570,0 14'D '° Cn 120 � O 2o'QRt 0 lu, cv (� 1a"off a s ( '0 22 TR1FlF)oedAoSE (�!) Q (2Xi �Lt.t N A(C PoRcN `tcl� Wo a, -Za LiJ ��!'S� 9 �L A til 1 Co 3 2 �- 0 aro v 12"o"(��pttE���o) � O O 0 (`/G�f 'ate'°v� V d G� it �1 I � w I5 (0 t1.1�XS I 80 1 h.G4' I1.1' 1 rn�nje n C� p . e"o �,�00 8-0 ,60 Q�c� B L O C K 1 8 4 a 6'D L9 3672 3'p L9 3672 r 0,1 G' 000 F wCE a N 01 '22'00" W 70.00' L 0 T 1 L U T . 2 B L 0 C K 1 8 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND. MINIMUM TECHNICAL •STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VITI4 CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT FOUND CONCRETE M°Nto T 'n+FFr Arc 140 w,—IGLC CPICRO.ACWMCMTS LIPOM TUC c1IR,Ifzr7 PROPFRTY EXCEPT AS SHOWN. 162' iOTNOpI.�o a 170 dG�:D,� d�STlIIC,14�N �1 A C6NIRI ANQU (DELTA) NOS THE LOT SURVEYED HEREON APPEARS TO LIE VATHIN FLOOD CLARSON AND ASSWA' SNC. R RADIUS TONES ' X ` AS SCALED FROM THL PLUVU INJUKANut mAle 1o,a IIALDO n C., JnCI<CONWLLq, Ci., 1�a!�7It MAPS, COMMUNITY PANEL NO 120075 — 0001D— DATED 4-17-69. PT P��=Hcy PT POINT OF TAflOENCY � PRC Pp1M?�". RSE•CUf�YE SURVEYED UCTotd 9 30 , 1998, �P�ppC,,C �T OF C011POUHD CUAVE SCALE: 1" v 20'.. R/+� OHT-OF0 Y D.R.V. ICTAL RECORDS VOLUME FIELD BOOK 586 PAGE REGISY RFD SURVEYOR N0: 4497, FLORIDA 4E.A. jU ft 1 LE ELEC7RIC JOSE A. HILL JR. of 0 FENCE(WITH PE5 TD FACE] SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL Received Time—Jan711 -`12 : 58PM DATE: _2/ Q PRF.-:SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY : c --------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, r BUILDING INSPECTION DIVISION cc:FILE CITY OF 1' acstic Veacl - 9&vrd& 800 SEMINOLE ROAD �---_ -- - -------- ,-- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 46 X1-515 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 s' Building Department (gatiftcatt of Mccuponru Mtv of Atlantic 18=4 -- 3luribn 1Epartmtnt of Nuilbing Insp Cttion This Certificate issued pursuant 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 various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 17834 Group wand Rr Type Construction q1? _ FreDistrict Atlantic B_pah,FT. Owner of Building Bestcon, Inc. Address '910 Owens St. , Jacksnvl Bc Building Address Locality A l a j c ach, FL 32233 By: Don C Ford Building Official Date: POST IN A CONSPICUOUS PLACE Tertificate of 0crupaury (litg of Atlantic Jleocll -- 3loriba %partmput of Nuilbing Iuoptrt`tou This Certificate issued pursuant 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 various ordinances regulating building construction or use For the following. Use Classification Single Family Residence Bldg.Permit No. 17834 Group Wood Fr T Type Construction S'F FireDistrict 9tlanti r BParrh,FT. Owner of Building Bestcon, Inc. Address -9910 Owens St. , Jacksnvl Bc Building Address Locality A 11'x+ r22 ea h, FT. 32233 By: non AA C Foxd Q Building OffiC I Date: POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BE4CH, FLORIDA CERTIFIC.4 TE OF OCCUPANCY WORKSHEET Date Requested: e�,�- ��y, Building Contractor : Building Permit Number: Address : Legal Description: �1or'�� spy 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: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE/ NOTIFIED DATE APPROVED BY Fire Public Works 21 anning Building z*0 1 � IIVM FESTCGN INC Nd10:t -'g1'uor-awil No.68""' •—P. C .MAP SHOWING BOUNDARY SURVEY OF LOT 1. BLOCK 1,.84,; AS SHOWN ON MAP Of SECTION "H" ATLANTIC BEACH AS RECORDW LIN TPLLAT 9OOK Ta, PAGE 34 OF THE CURRENT PUBLIC RECORDS Of DUVAL COUNTY. FLePICIA. o�LCOMMVTY NATIOAL MORTGAGE CORPORATION; b RE uBLIC NATIONAL TTLEJONEM NEEAINSURANCE KI SURANEC OMPANYNBLANKENS P LAW FIRM, P A, N 01 W FOR IOWT—OF—WAY UNC OF MANSI IRU I PERy! TIM PLAT, NATIONS AR OWN 7NUS 1219 ANO RUM NATION QEWPC VER AL DA M. M A I N S T R E E T (so- R/w) 5702 S01*22'00"E 70.00 ,tic ,ION, s7Q.Q • N N iz8 ol CV Q O O : in! ., v- r 3 w 13.4 b ao N , 1—STORY FRAME g b W DWELLING ^L /©� W W 18" EAVES T V ' IVED 4 j �j) QQ Jx R to FINISH FLOOR�EL 09 ONt (14.19) a: � 0 V�UIY 14 i9// v g W � rtZ 17.0' 4 -'4,4 , L Jc • City Of ery e,0' x00 ABI ntic Beach w Z Pte;:.. N BUllding a d ening "E'#- VF w. 3 B L O C K 1 8 4 Pe L It D �ttN JOIN 1 1999 0.Y .'wooQ CE a (NO OAP) N01'22'00"W 70.00' Q Citi/ of Atia tic. Beach Building an Zoning L 0 T 1 L 0 T 2 B L O C K 1 8 3 i FINAL SURVEY* 6-9•-99 %," NOTE.—MU—ND ALL IRONS, EXCEPT AS'NOTED. FOUNOATICN 'SURVEY: 4-9-99 NOTE' FOUND ALL IRONS. I �1� TIrY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE '=�.cl1n' MIN)MUM�tECHNI STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VRTH CHAPTER 81017-8, FLORIDA D ADMINISTRATIVE CODE(PURSUANT TO SECTION x72-027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT ■ ron(m + UCWJWCNT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROOERTY EXCEPT AS SHOWN, p■■ � •9 17Qr SRL BUILOMV UNE rn1 A�ANoIC( ray AWLO'r THC SURVEYED HEREON APPEARS TO LE VATHIN FL000 MARM AND ASSOCIAIES• INC. ZONES 'X" AS SCALED FROM T"C ROOD INSURANCE RATE 1443 NAL00 AW,JACKSWW(.LE,FL.3=7 MAPS.COMMUNITY PANEL NA.140075- 0001 Q. QATED 4-17-89. Q f�A4 7 " K imePONNT OFF T SURVEYED MaCM 5 1095. rQQ raver or No t rouwo SCALE: 1" - 20' R/w 1np T-Or-wr Q.A.Y.OF11gAL 1I✓E0m, �� REFI SURVEI'OR NO. IN7,FLORN)A J.E.A. Gid FIELD BOOKS RAGE S1 & 60 JOSH A. MILL JR. R.�, �En�R¢S To rXCE) SURVEY NOT VALID NTNOUT EM80SSEO SURvrfXS SEAL • NI75Zk-0 LT:£0 66. CT Nnr FLOODPLAIN DEVELOPMENT INFORMATION Location:: / 6/6 c- Y Ll 14 Type of Development: Flood Zone: Required Lowest Floor Elevation: / X. 00 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 applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed.development. Date j -� 2' _Applicant's Signature (� c Department Use: Required Lowest Floor Elevation l 2 - As Built Lowest Floor Elevation _ t Survey Filed with Building Department E� Building Department Representative CITY OF ATLANTIC BEACH RECEIVED TREE REMOVAL APPLICATION IFS 1 1999 City of Atlantic Beach All applications must be received by 5 P.M. on the MONDAY prior to Nl_gtdjjg_4oning meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: "w Cna.R4pcA64,o1i 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION de 0 14 �1 2- ©A iL 1q 6"®a O C4 t Pc I(::- 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROPOOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) '8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X' h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE li. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: *ICANTSSIGNATURE DATE WNERS SIGNATURE DATE APPROVED : TREE CONSER ION BOARD CHAIRMAN DATE MAP SHOWING BOUNDARY SURVEYOF LOT 1 s BLOCK 184, „ AS SHOWN ON MAP OF SECTION H ATLANTIC BEACH. AS RECOROEA IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: REAL ESTATE GROUP OF THE SOUT"EAST 0. N 01'22' W FOR RIGHT—OF" AY LINE OF MAIN STRUT PER ABOVE MENTIONED PLAT- NOTE: TREES ARE 6 OR LAROER AND ARE SHOMM THUS 1Z" 0 7"RE E L E G E.v[5 "All trees to remain must be barricaded M a mininml ; I r: . i�f:,l,link of each o ©AK BEFORE site cle,r,n and a x, ;dace Q ro ADDITIO ,� r,1 P17TNIIT REQUIRE ALL phases of construction." � . - 1 0 M A � N S Y R� � l � T ,�.�:� n�.;vuV��. (50' R/W) AP'POW,La ACs 6702 S 01 "22'00"-F- 7 0. 0' to 1704 w f►QI - _ Q 570.0 4 I kA '4j ''° r°WS'e'o 8• o; a Q F- rn CD d 2G'DRC I LO ! C� " C`J e 22 ' ,RIP N ne"° A(C lV Q PoRcN e I5.5 Q 7� I ,�•° ,6-0 LLJ !1'S' s Int A til 1(03 2 fi b" U v 12'0( ) 0 O 0 0 te'0 I 41 • T44 ' n 0 s"°D L0 J 00 `�0 w co --1 00 V) B L O C K 1 8 4 c'o LB 3072 l0 X0)2 TT c. OQa NCIFr 6 N 01 '22'00" W L 0 T I L u T 2 Tree Removal AP,0ro%,od aS NotadB L 0 C K 1 8 3 By Data__ '/ d HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE MINIMUM TECHNICAL ,STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 6IG17-6, FLORIDA LEGEND: ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • FOUND CONCRETE MONUMVNT �naFrzr. Af2C N0 vI--IDLC CFICROACHMCI,ITS LIPOhl Twc CI IR.IF!T PPO PFRTY EXCEPT AS SHOWN. p• 1/2" FOUNQ IRC I .e�11•�.�y D CENTTtI ANGLE (DELTA) NQM- THE LOT SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASSOC A ft INC. R RA9NS ZONES " X " AS SCALED FROM TML hLuvu INZvKANLc MAIL 1043 IIALDO AtiC., JACKCC*IWLLk, 91..1.'S22°'Y It 941ENff� L MAPS, COMMUNITY PANEL NO, 12 075 - OQ41�. DATED 4-17-89. PC POINT OF MVATUK PT P01" OF SAAS�pEHCY SURVEYED UC TOB R . PRC wNt OF REYfM49E CURS£ �Q_ , 1998, �PpCCOF COifPOUND CUfiVE SCALE: _ f' m 20' NO o.R V. °�ia�L RE OROS VOLUME REGIST RED SURVEYOR N0: 4487, FLORIDA 4.A. �AU twLE ELECTRIC FIELD BOOK 5586 PAGE 51 JOSE A. HILL JR. NWif-!!- FENGE(WITH TIES TO FADE SURVEY NOT VALID WITHOUT EM9QSSED SURVEYOR'S SEAL Received Time—Ja , 11 .-12 : 68PM PROPER2�Y DESCRIPgION Lot # , Bloch Section #y Subdivision: Street Name ZZSCIZ37TZON OF TIORK or Address: (If in a_ FLOOD HAZARD Flood Zone: area complete page 3) O Brief IIescript1on .( Class of Work: eva Remodel/Addition: ZONING Type of Constructia Gc) Zoning Proposed District: Use:. Estimated Value Z���� �$ Exceptions or Variances Materials: —j�-- A/L(� Granted: So ar it ed Graund: i > Roaf• a � Method of Heating: G"Zvzx on Property Owner: Phone. r47 6)'54) ;' C/& Mai l i n�,$d�re ss Zip: CONTRACTOR INFOWOMON Contractor: � �� L Phone-. •., G� p-�37 V7 Mailing Address: (G Zip: Expiration STATE LICENSE NO sa ez Date s I HEREBY CERTIFY THAT` I HAVE REAI:r 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 HEREI23 OR NOT. THE GRANTING. OF A PERMIT DOES 90T PRESUME TO-GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATLONS, ORDINAAI=; OR LWS IN FMS.' MANNER, INCLUDING THE GOVERNINS OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT' THE ISSUANCE OF THIS PE IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE ANIS CORRECT AND THAT THE PLANS AN SUP ORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. \^ 14 ,f Owner Signature � DATE 24 Contractor Signature Cit/ DATE' SW RN 0 AND SUBSCRIBED BEF.O ME. BY W v CGi Ci /f THIS DAY OF 199 . 4 Am oiiette NOTARY PUBLIC August 27,2000 'Q,R�� BONDED THRU TROY FAIN INSURANCE,INC. CITY OF ff'j� ia Office of _I ildiI n-Sp -Y) / ?o/-� REQUEST FOR SP ION 61 -7 if 3V Date Permit No. Time A,M Received P.M rr JobMAde�tss lity 6s Owner', Name Contractor (U:1 L:D::l CONCRETE LE R�l PL MBING <:ZECHANI�C;Z) Footing Rough Fj Air Cond. & L .K 7 Framing 0 Rough Wiring �R. 119 Temp Pole T Re Roofing Slab Ij op Out Heating Lintel Ell Final [j- Sewer Insulation ?I Fire Place ❑ Pre Fab READYSPECTION ues.. Thurs. A.M. In— lion Made zfl�) P.M. Final Inspection E:, Certificate of Occupancy El Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date �~_q '7 _ Permit No. Time A.M. Received _ RM. Job Address T— Locality Owner's r t✓� -- �' Name - �_Contract BUILDING CONS ELECTRICAL PLUMBING MECHANICAL Framing 17 Footing Rough Wiring u Rough ❑ Air Gond.& ❑ Re Roofing E Slab i] Temp Pole 0 Top Out D Heating Insulation ] Lintel 0 Final 01 Sewer ❑ Fire Place O Pre Fab READY FOR INSPECTION Mon. Tues. c Wed, Thurs. Friday RM. Inspection Made c 7~ / I / RK Inspector Final Inspection 0- Certificate Certificate of Occupancy C Date CITY OF 4&#t&C 3PacA-lk" Office of Building Official �y REQUEST FOR INSPECTION Date t —L 7 '9/ Permi o. S5 Time A.M. Received PM. D9� Job Address Locality Owner's Name Contractor BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing r Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab K Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday Inspection Made Inspector Final Inspection ❑ Certificate of Occupancy❑ Date TRANSMITTAL DCCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No . Address V 7 "� IC `fid^ � CLy1 'r��fCr� ps$�:tzz Please update your records accordingly. �,th' as you% BUILDING CLERK CITY OF ATLANTIC BEACH vcb JOB ADDRESS �0 4?9 aew PROPERTY OWVE 2 .-3 7i!7 PERMIT NUMBER 7F- DATE Z- Z ) INSPECTIONS: FOOTING SLAB 3.. i • 4 9 TIE BEAM LINTEL NAILING/SHEATHING FRAMING/CO ITER UP -`1-J 0 ,q ` INSULATION q-D 9 FINAL BUILDING 6-/ CERTIFICA TE OF OCCUPANCY ELECTRICAL PERMIT# / 7 7�� T/ j-7,Y 7 q �- INSPECTIONS ROUGH - o `i' FINAL ! MECHANICAL PERMIT# 49016 INSPECTIONS ROUGH FINAL PL UNIBING PERMIT# z 7 L) 7 INSPECTIONS ROUGH/UNDER SLAB 8 7 41 TOPOUT {- j-0 K WATER/SEWER FINAL NOTES: MAP SHOWNG BOUNDARY SURVEY OF LOT 1 , BLOCK 1841 N AS SHOWN ON MAP OF SECTION N ATLANTIC BEACH. AS RECOPMED IN PLAT BOOK 18, PAGE 34 OF INE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR, REAL ESTATE 4ROUP OF THE 5MMiEAST 0. N 011X W FOR RIGHT-017-WAY UNE OF MAIN SYREET PER ABOVE MENTIONED PUT. NOTE: 7RMS ARE 6 OR .LARGER AND ARE SHDWN 1NUS 1Z` 0 O CAN M A I N S T R E E T (50' R/W) q pPRdk,lFocke LB 6702. S 01 .22'00" E 70. 0 Lo 17'04 W W tool � 570,0 w WO �! I rtj Q 710 ALU' 12.0 B.o 8. �� O O 20•BRI z E I co� • .D B , N 19"°I G� TItIPLF�SASE I" ~ B o Alic Po oA �[ N o° Q �.n,,' a. X J 8 (�, 1�'o t6 0 kh g CK at W 11,5 3 PLA til 16D 3 2 ►— V)) progo VIv � S gO Wo0 Iz"O( 0 4 +1 �f 1•�.r(O� w b CO t I T 4.44' I I.7' Lo Ln �o r a 4,{o'f' 4l0 00 B L O C K 1 8 4 a 6'o L9 3072 6'D `^�' LS 3072 7• N 01 .22'00" W 70.00' L 0 T 1 L U T • 2 B L 0 C K 1 8 3 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL ,STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT A 10 CONCRETE MONI,Mer+T • 1/2• FOUND IROPI nags r. AhC NO VICIDLC CNCRCACWMCI,IT4 LIPOM Twr CIIF.IFr.7 PROPERTY EXCEPT AS SHOWN. pL �G2' FOU - �NtLoA A & s1NICTi o csNmAL A"cz (DEL-ry NII THE LOT SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASS©CIATft INC. R �ac°�EHOTv, 9 004 ZONES x AS SCALED FROM TML ALUVU INtiVMAN�t. MAIL w+a IIALDO nyc., �nclsc°►INLLq, CL Fs�r�� MAPS, COMMUNITY PANEL NO 120075 _ onn7 D . DATED 4-17-99. PT Pte' '^,rWVA� PT POINj Of TMIOENGY � PRC P��11M' �",, . ItSE.CUFYE . UCTOl��R PCC FOft9T tf w&'Zi SURVEYED _ 30 1998. �9f RN NT-o�-w.1r SCALE: 1" r 20'. O.A.V. ILIAL RECORDS VOLUME RErAST RED SURVEYOR N0: 407, FLORIDA J.E.A. jA,%t%VLLE ELECTRIC FIELD BOOK 586 PAGE S JOSE A. HILL JR. *. 0 FENCE(WITH TIES TO FAGS) SURVEY NOT VALID WITHOUT EMBOSSEd SURVEYdR'S SEAL Received Time—Jan II .—I2 : 58PM DATE PRF.-SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE: BEEN MADE AND ARE SATISFACTORY: c j yo 0,-)- _ 9,2s _____- ------ --------------------------- ------------------------------------------------ ------------------------------------------------s ------------------------------------------------ i Enclosed are the blue copies of the permits. SINCERELY, / BUILDING INSPECTION DIVISION cc:FILE Of CXl e04, o +stat ool S� FQA�N f 15 R�aVE erRirt N° �� P+'1r `pCairty L PMMEGNANt&A �� Qince t� u ntract° �U� tN G Neai oa°e ecer�0a G° h �, Fire b F cess CAL Rou Oji �� Pre Fa p.M. , ,Ob pad 0 9`Nrrin9 Se er s 1009 POie � Friday Omer CO V F10ai �ipN Name FOOim9 F;tNsp� �hurs. Sian i Aly�O 6Fi Fo i. 9 :� �rnte FlE lea. pMFrnai inSReC°+p c Panty G insula<r° j" � CerdOcate 'Nas. g`� f Date 1nsReOt�On insReGlOr r"r = �, //CITY OF 4&4K4.0 &4404- " Office of Building Official V REQUEST FOR INSPECTION Date _._ .-�/ Permit No. Time A.M. Received � P.M, � Job dress a:LocZalityL Owner'sName ' �-'" �_._.Contra BUILDING CONCRETE ELECTRICAL LUMBiN MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑�`-�� Air Cond.& ❑ Re Rooting ❑ Slab E-11TempPole E, Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY R INSPECTION Mon. s. Wed. Thurs. Friday A.M. Inspection Made � _ _ __ ' P.M. Inspector Final Inspection❑ Certificate of Occupancy Date P�LANTic F�ORIOa OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE JOB ADDRESS DATE THS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted aAJ Lb - - IU 6 . o $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL 2� 7.gl 0 CN ox, �F CPN NAME' PO��E55 loq a, "`5 ao. a va N m�re a ° te�A a� a �° CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247-5877 PERMIT INFORMATION L.00ATION'INFORMATI&4 Permit Number: 18016 Address: 1098 MAIN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 84,396.00 Parcel Number: Improv. Cost: OWNER INFORMATION. Date Issued: 4/01/1999 Name: BESTCON INC. Total Fees: 4200 47.00 Address: 910 OWEN AVENUE Amount Paid: 4= 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/01/1999 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRACTOR S APPLICATION FEES MCGOWAN'S HEATING &AIR COND. PERMIT 47.00 ; t � I � 1 Irs Ions R r+ed: 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" iSQUEv ACCvRDii v T O Ar-�Rv'vEu FLANS'vvri CH ARE FAM T vH S PERMIT AND SUBJECT Tv RE VOCATIviv FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �1 $47.88 14 C �'-'>� Date: 4/81/99 81 Receipt: 8845769 ATLANTIC BEACH BUILDII DEPT. CHECKS 164% 88188883221888 CITY OF ATLANTIC BEACH -7 MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX: 247-5877 PERMIT INFORMATION _ LOCATI{�N.lIV1!'ORMATI4N Permit Number: 18016 Address: 1098 MAIN STREET PATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Work: NEW Township: Range: Book: Class o!Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 84,396.00 Parcel Number: Improv. Cost: OWNER`iNFORMATION' Date Issued: 4/01/1999 Name: BESTCON INC. Total Fees: 420 47.00 Address: 910 OWEN AVENUE Amount Paid: 43M 47.06 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/01/1999 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR CONTRAGTE7RtS} Ai'PLIC TION FEES MCGOWAN'S HEATING &AIR COND. PERMIT 47.00 i i 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" nfl r'P� w C���ms— T w P—r Roj%n-r. P- ••.w VVI uCi RE r— n r-�nn PER D �� rI0T 1% •TIQ14 IJJtJGL!/1%,CORUIIVV 1 MPrRV VCv rIJ11V� YYnitrn ARE t'A 1 Or in IS PCRILiiT AND S'vo.ic�.� 1 V RC V VVN 1 IVIV FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 47.08 141 Date: 4/81/99 61 Receipt: 0845769 CHEATLANTIC BEACH BUILDI DEPT. 0810600322180816496 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION ICOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, il, III, and IV. LOCATION Street Address: _ OF Intersecting Streets: Between 4 p A BUILDING Sub-division Y 10 �� 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 attacked 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 w Agthorised Agent Bet or Engineer III. GWERAL INFORMATION A. Type of hooting fuel: e• IS OTHER CONSTRUCTION BEING DONE ON Ekeefnc THIS BUILDING OR SITE hoe—❑ LP ❑ Natural (3 Central Utility /�"`=--i_• O OR IF YES, GIVE NUMBER OF CONSTR T�0 PERMIT 13 Other — Specify IV. MBCHU LAICAL EQUIPMENT TO SE INSTAUJ O NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Hest ❑ Space ❑ Recessed , Control O poor NP-7 New Building Air Conditioning: ❑ Room Centre) ❑ Existing Building Oust System: Materia jpqg TMckam--ell�_ ❑ Replacement of existing system Maximum capacity c.f•m. At)New installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system CI Cooling tower Capacity 9•P.m• ❑ Other — Specify Q Fire sprinklers: Number of head 0 Elevator ❑ Monliff ❑ Escalato (number) [) :6esoline pumps (number) THIS SPACE POR OFMCS USE ONLY (Received) Q. Tank (number) Remarks 0 LPG amfoinors (number) Q Unfired procure voum ❑ Bailers Penni) Approved by Dee. OMer — Specify Permit Fess LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT capaditNumber Vnita Description Model Number Manufacturer fY AA� HEATING - FURNACES, BOILERS, FIREPLACES Nwuber Voltsbescriptlon Model Number a[anuf�letww �j TANKS now Many Nosltlmal Capacity 1y'pe UquMNam of Serial Appro�ring and D>:netndooe Contained Manufaetwee No. 3 9�& ��� - I CITY OF � Q4 "* 6, t Office of Building t}ffi 1 REQUEST F R IN CTIQN Date Permit No. Time Received _-- �-- 7�� �� Job Address r-�r'7� (, e7 fl�} Locality Owner's / < d } Name Contractor —_---�- Contractor .. BUILDING CONCRETE ELECTRICAL MECHANIC L Framing ❑ Footing ❑ Rough Wiring Air Cond.& Re Roofing Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ SewerFire Place Pre Fab READY FOR INSPECTION .-a on Tues. Wed, Thurs. 44ideq .- A.M. Inspection Made ___ P.M. Inspector C,ti"--� Final Inspection Certificate of Occupancy❑ Date _ ti P�LANrjC • OF ADDITIONS or CORRECTIONS ' D• NOT REMOVE JOB ADDRESS THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 1� U'S f H4,0 C &6-?lid-- �-- PI2 H67-el- 6 ! 67-e -7"0*/ (f e r,--,,+ /0 - o U P $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- P"i ment for an inspection. Field Inspectors ELE Q nn a.m. to 5:00 BLDG CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT � -PERMIT INFORMATION _ - �.__ LOCATION INFORMATION I Permit Number: 17907 Address. 1098 MAIN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 84,396.00 ! Parcel Number: Improv. Cost: r OWNER INFORMATION - Date Issued: 3/15/1999 Name: BESTCON INC. Total Fees: 60.50 Address: 910 OWEN AVENUE Amount Paid: JACKSONVILLE BEACH, FL 32250 Date Paid: 3/15/1999 Phone: (904)246-3747 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTOR(S) APPLICATION FEES DON HARRIS PLUMBING PERMIT 60.50 'I i I I j Inspections Required UNDER SLAB PLUMBING I ROUGH PLUMBING (SEWER TOPOUT I FINAL 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. __ I ' I I -S0 53 4 Ate: 3111151,99 v1 1ecent. 1 I�1 jY!7 ATLANTIC BEACH MILDING D "HErKSv 0, 6,�il;�0fl8,"'Brill I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: __I i U MCOO \R OWNER OF PROPERTY: BUILDING CONTRACTOR: S PLUMBING CONTRACTOR _®OIC HARRIS PLUMP- r, rn AND ADDRESS: P. 0. BOX 14663 a TELEPHONE NUMBER: (904) 772-0900 C F' C - ® 19 ! 9 4 STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS -,_ LAVATORY / WATER HEATERS BATH TUBS l DISHWASHERS 'URINALS DISPOSALS CLOSETS t WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ ---------------------------------------------- ' 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 YNSPECTIONS - (904) 247-5826 il CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: y 19"Iq 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 T E ELECTRICAL REGULATI NS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. .��-00017.13 Munson and Bryan Electric Co. 1423 ELECTRICAL FIRM: MASTER ELECfj TICIAN NAME �JP_-� � ,ADDRESS: IOq,�6 t r`o_� n S*-fees- RFD BOX SLOG.SIZE .DOIADJh- plf_xX. (TPQ BETWEEN: yTOC�Ss`�`• 1A.A0,l[Q� ' RES. ('1/ APT. ( ) Comm. ( ) PUBLIC ( 1 INDUS. ( 1 NEW (''! OLD ( 1 REW. t 1 ADDITION ( 1 TRAILER ( ) TEMP. ( `i SIGNS 1 1 SO. FT. SERVICE: NEW (� INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE �Q AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS I PH W `W`�V)LT POO_ RACEWAY ( 0 EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE N0, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.70 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. I Ov[R APPLIANCES I BELL TRANSF. AIR H.P, RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0'1OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. N0. KVA IHIN0, IKVA NO, NEON TRANSF. 7N0. VA. MA, I MOTOR SIZE SWITCH I FLASHER EACH SIGN _ T-7 FORWARDED S TOTAL FEES S CITY OF ATLANTIC BEACH, FLORIDA ApprovedbyAPPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE; 19`�� 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 T E ELECTRICAL RE LATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EC-00017.13 Munson and Bryan Electric Co. ELECTRICAL FIRM: MASTER EXEC-TRICIA6 SIGN i6RE JOURNEYMAN NAME it� -��C;ADDRESS: 0`n ' n � RFD BOX f BLDG.SIZE BETWEEN:S""" sI i�LLeAI CL '�V' RES. ( W APT. ( ) COMM. ( ) LIC ( 1 INDUS. ( ) NEW (� OLD ( 1 REW. ( ) ADDITION ( ) TRAILER 1 1) TEMP. ( 1 SIGNS ( 1 SQ. FT. SERVICE: NEW ( -) INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE O I AMPS COPPER ALUM. SWITCH OR BREAKER I`50 I PH 3 w VOLT 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 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS, I OVER APPLIANCES i I I I 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. I VOLTAGE PHS N0, 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. KVA N0. IKVA NO. NEON TRANSF. NO. VA. I MA. MOTOR SIZE SWITCH FLASHER EACH SIGN — FORWARDED TOTAL FEES 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: 17834 Address: 1098 MAIN STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: 84,396.00 Parcel Number: "Improv. Cost: 84,396.00 OWNER INFORMATION Date Issued: 2/24/1999 Name: BESTCON INC. Total Fees: 3,846.34 Address: 910 OWEN AVENUE Amount Paid: 3,846.34 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/24/1999 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME PER PLANS - HSF 1635 - BESTCON, INCONTRACTOR S PERMIT APPLICATION FEES 615.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 ! RADON GAS-H.R.S. 7.77 j RADON CAB 5% 0.40 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 1,050.00 CONST.SURCHARGE 7.37 SCHARGE/ATL.BCH. 0.80 WATER IMPACT FEE 470.00 Inspections Reaired FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY IINSULATION LINTEL TIE BEAM I I 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 I J "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE L PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TC APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I Operator: WENDY Date: 2/25/99 81 Receipt: 8036978 ATLANTIC BEACH BUILDING DEPT. Total Payment $3146.34 Of City \ A �" `OXA u � FoPe+n++t pate Etta°t p\.VM G �.+ce(��a a ��gGe+ped t 1 Gp r. Poi d`t G p+e dap PM. p1.d+es E4� +<in9 ) gev+e °b +od ONGAE�E ie. Pote o\aN e ay Oja o Foot+n9 R\NSp� fru+ U\\-p\NG C St nbet VAS �� P M g°ti+or 0 anGy G 8 G L Ne P. F+n i tnsP of OCrk Ftam+o�o{+n9 G a Re Paiwn � Gecti+�'°ate t11U ves- � date Mon' ade tnsPgOt\on M tnSPe°t0+ DATE : ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AU'T'HORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : ----- --------- ----------------------- - ------------ ZZ 1_5Y-3 - ------------------------------------- ------ ------------------ -------- ------ --------------------- --------------------------- - ' --==--------------- --------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE MAP SHOWING BOUNDARY SURVEY OF LOT 1 , BLOCK 184, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: REAL ESTATE GROUP OF THE SOUTHEAST 0. N 01'22' W FOR RIGHT OF— AY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. NOTE, TREES ARE Ott OR .LARGER AND ARE SHOWN THU$% IZ' 0 7'RE� C JFG eA/[> M +c MiQ�NOL�A a ©AK RECEIVED M AIN STREETjp2 ? 1999 (so' R/YV) 4ppeft im4la ntic Seach 'OLtlKewind Zoning LB 6702 S 01 *22'00" E 70wo ' l9 170.4 W 570.0' �Mw 14'0 ,, 0 Q 7.0 h" 1 V 6. 12'0 w 6.0 � 0 a 0 2o'QRt z . V. 1 u' ( °' te"ol Q e ( '0 2Z / iRIK BASE 1 Woe � Wo tV MC < � 15.5 4 o a lit 1Po 16-0 s7 LLJ ,5 3 Pt A N I(o3 2 ►- � W " R trl 31 C)w 41 b Q0 ll.. I"1� �.L4 11.7• i rY�Af n (0 ILp U) �� e•o e o Ln -j ��o L11 6Yo�( e bo 6"0 B 1. O C K 1 8 4 ° 6`o . w 307 6'o L9 sen 7' on G' o0a a eve 8 N 01 22'00" W 70.00' a LOT 1 L U T 2 B L 0 C K a � HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE SND: MINIMUM TECHNICAL .STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA FOU CONCRETE MONUMkNi ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT t�2_ FOUNO lalxl Tt4FRr. Al2C 140 V101OLC cr1CROACWMENTs UPC�hI 7uC CIIR.IF( f PR()PFRTY EXCEPT AS SH01MJ. ��Tini CTdto�+ 1�e 1701 s icn O MINIMAL m9LE (DELTA) NOM THE LOT SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASSOCIA' INC. R RADIUS NOM ZONES _" x AS SCALED FROM THL F.LUU U INSVKANLL MAle Io,a IIALDO AVC., �nc1<cd4WLLa. CL.,:�S�r�� � Of MAPS. COMMUNITY PANEL NO 12 075 - ODj11_D DATED 4-17-69. Pc faNfi Of TARVATt1RE PT PaN. pP 7�WNCY PRC P M OF REYERSE.CURK SURVEYED UCToU a 30-_ , 1998. PCC WNTT of cWa�rPa)ND CU�vr 0"R.V. a7(yd($AQO�(RVE�CORDS VOLUME SCALE: 1 20' _ REGIS RED SURVEYOR NO: 4487, FLORIDA J.E.A. LA THORIIY LE ELECTRIC FIELD BOOK 586 PAGE S! _ JOSE A. HILL JR. NI(o(- FENCE(WITH 71ES TO FAGS) ! SURVEY NOT VALID WITHOUT EMBOSSEDSURVIrYOR'S SEAL Received Time—Jan , 11 ,'12 : 58PM I I 11+A5 Book 9187 Py 2326 pmpnd by■"d Reco.d mod Rm m w: Bk: 9187 Pg.- 2326 T.)vGcb+d liug6a,8�qu{te Doed 99016706 Gib ameTido 3mias,Tao. Filed 8 Recorded 4190621(oRitood shies 350 01/21/99 laebonrllle,Plod& 32216 04:03:20 P.M. HENRY U. COOK CLERK CIRCUIT COURT DUVRL CQUM, M NOTICE OF COMM89CEMWIT REC- 6 (a.00 PERMIT NO. TAX FOLIO NO. 170995-0500 STATE oy FLOR1PA COT3Di'3'Y OF DUVAL The undersigned hereby gives notice tbAt lMrovemeats will be made to certain real prepeaty, and in accordance with Chapter 713, Florida Statutes, the Bellowing iaformatsen is yyrovided in this notice of coa9ne8aemeat- 1. Description of real property to be improved (legal description and address, it available) : Lot 1 Block 164 Section "8■ ATr nEXC B13ACR 0050rdina to plat thftTSQS. an rec ded inPlat 8 A a the li recarda Duy 1 county, Florida_ 2. General description of improvements: single gamily reale c4 3. Owner Infortaation: (a) NaMO and Address: BMSTC0NINC 910 Owens Beaeh, Zlorida 32250 Phone i#: 381-4312 Fax #: 381-4SI3 (b) OwAer•■ intereat in the site of the improvements (it other than fee simple title holder) : (c) Name and Address of fee simple title holder (if other than owner) 4. Contractor: Name and Address:same as o>rnar Phone #: pax #- 5. Surety on any payment boadt (a) Name and Addxee a: Phone 9: Fax # (b) Amount of bond $_(copy of payment bond, if any, attached beAreto,) 6. Name of atay lender awaking a learn for the construation of the improvements: RM8-0-t= 8Ai�iiC, 9424 Havmeadvwe Road Suite l0 Ja ksonville4 F orid�?12256„ 4 Pb=a #: 281-7610 Fax #: 281.7647 M 7. Persons within the State of Florida designated by owner upon whom notices may be served ae provided by Section 713.13 (1) (a)7, Florida Statutes (Name and Address) - Phone #: - 8. In addition to himself, owner designates the following person to receive a copy of the 1ieaorI a notice as provided in Section 713.13 (1) (b) , Plorida Statute (Name, Bank and Addrea s) : G_ RC1lifield A sOC3'CH HANK, 9424'bMeadq­w A Rd. Ste 100, Fl 32256 Phone ##: 281-7610 Fax #: 281-7647 9. Expiration date of notice of commencement (the expiration Yate is vee (1) year from the date of racording unleve a diff scent date is specified) SESTCON, INC, gy. w, , NALTON, aR—rdej President (CORPoiZRTE SM) (ovtDt6IZ) Sworn and s er' / e me this S , 1999- N. Nota Public, State of Florida DAVID P.UNENS t 100 print name) ; 1-9tdY GOM"MM aM46M E MAES My Commisvion Expires: ``„••' -� J*21.wWo� c serial yo. if any: Personally known produced identification Type of Identification profluCed: ( NOTARIAL SEAL ) POST A CERTIFIED COPY OP THE R$CORT= NOTICE ON CONSTRUCTION $ITE Received Time Jan . 21 . 4: 52PM Book 9167 Pg 2306 Pnp nd by and Rc=d cod Remm m: Bk: 9167 Pg.- 2326 1.] OMI Husba,B0ggIP Doed 99016706 GiDWarTido 3mir s.Im. Filed a Recorded 400 Belton Rood S1iim 350 01/21/95 Jacbon.Ille,norUa 32216 04:03:20 P.M. HENRY Y. COOK CLERK CIRCUIT COURT DUVAL COUNTY, FL NOTICE OF COMMENCEMENT REC. 6 6.00 PERMIT NO, TAX FOLIO N0, 170995-OSOO STATE OF FLORIDA COt1D= OF DUVAL The undersigned hereby gives notice that improvemeats vill be made to cerosin real property, and in accordance with Chapter 713, glorida Statutes, the following isiormts.on is yrovided in this notice of co=mnaemeat. 1. DeeCYiption of real property to be improved (legal description and address, if available) : Z 81 ck 194 section ^8■ AT a cordin la th an rec ded in pint 8 8 a Ch curren& mibllc -ecarda 51f Dur county, rlorlslp- 2. General description of improvements: Single family rasa a cs 3. Owner Information: (a) Nam* and Addrelse: BHB,_,TrC`ON, INC.. 910 Owens Averu2, Jacksonville He3eh` Florida 32250 Phone #: 381-4312 Fax #: 381-4313 (b) Owners interest in the site of the improvements (if ocher than fee simple title holder) (c) name and Address of fee simple title holder (if other than owner) : 4. Contractor: Tame and Address-game as owner phone #: Fax #: 5. Surety on any payment boadr (a) Name and nddreeso Phone 0: Fax # (b) Amount of bond $ (copy of payment bond, if any. attached hereto.) 6. Name of any lender making a loan for the construction of the improvements: AM90UT8 SAM 9424 Bavmeadows Road, suite 10 . ja ksonville., Floc • 2256 M4 phone #: 281-7610 Fax #: 281.7647 7. Persons within the State of Florida designated by owner upon whom notices may be served ae provided by Section 73.3.13(1) (a)7, Florida Statuter (Name and Addrana) : phone #: Fax #: 8. In addition to himself, owner designates the following parsou to receive a copy of the lienor'a notice as provided in Section 713.13 (7.) (b) , Florida Statute (Name, Bank and A,ddzee3) : G Fc11=f eld,_AaISQGTf2 HANK, 9424'9We8dorre Rd. Ste 100, La. E1 32256 Phene #s 2817610 Fax #: 281-7647 9. Bxpiratiou date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified) : SESTCON, INC. ey. W. . WALTON, aR—rde President (CORPORATE SFA[.) (OWAR) Sworn and 6 cr'r / e me thi9 S� , 1999. � / w NataW Fublio, State of Florida �►' DAVID P.URSENS maw prior awe) g " :•, , 1, •• MY EOM"SM a&M7 k70'IAES My Commission Expires'. w` J*21,im Serial No. , if any: .. ✓ ; '� � Personally known produced identification Type of Identification produced: ^,. • ( NOTARIAL SEAL ) POST A CERTIFIED COPY oY TBE RSCOR= "*�f�aoe � �s�'' \i•. NOTYCS ON CONSTRUCTION SITE Received Time Jan , 21 , 4: 52PM FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 1635.0 65.80 16137.5 Double, Clear W 5.5 6.5 6.0 79.70 0.57 271.7 Double, Clear W 1.0 5.0 30.0 79.70 0.91 2167.8 Double, Clear W 1.0 5.0 30.0 79.70 0.91 2167.8 Double, Clear N 1.0 4.0 16.0 38.30 0.88 538.6 Double, Clear N 1.0 5.0 13.0 38.30 0.90 448.7 Double, Clear E 1.0 10.0 50.0 79.70 0.96 3819.0 Double, Clear E 1.0 10.0 24.0 79.70 0.96 1833.1 Double, Clear E 1.0 10.0 24.0 79.70 0.96 1833.1 Double, Clear E 1.0 5.0 30.0 79.70 0.91 2167.8 Double, Clear NE 1.0 5.0 30.0 57.70 0.90 1556.0 Double, Clear SE 1.0 6.5 33.0 79.10 0.91 2383.4 Double, Clear S 1.0 3.0 9.0 66.20 0.71 423.0 As-Built Total: 295.0 19610.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 150.0 0.7 105.0 Frame,Wood, Exterior 11.0 942.0 1.70 1601.4 Exterior 942.0 0.90 847.8 Frame,Wood,Adjacent 11.0 150.0 0.70 105.0 Base Total: 1092.0 952.8 As-Built Total: 1092.0 1706.4 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 Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1635.0 0.60 981.0 Under Attic 30.0 1650.0 0.60 990.0 Under Attic 19.0 112.0 1.10 123.2 Base Total: 1635.0 981.0 As-Built Total: 1762.0 1113.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p) -41.20 -6880.4 Raised 0.0 0.00 0.0 Base Total: -6179.0 As-Built Total: -6880.4 INFILTRATION Area X BSPM = Points Type Area X SPM = Points 1635.0 8.00 13080.0 Practice#2 1635.0 8.00 13080.0 FORM 600A-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 25137.5 Summer As-Built Points: 28740.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 25137.5 0.37 9300.9 1 28740.1 1.00 1.10 0.28 1.00 8991.6 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 1635.0 -10.60 -2599.7 Double, Clear W 5.5 6.5 6.0 -9.20 -0.25 13.6 Double, Clear W 1.0 5.0 30.0 -9.20 0.74 -203.3 Double, Clear W 1.0 5.0 30.0 -9.20 0.74 -203.3 Double, Clear N 1.0 4.0 16.0 7.30 1.18 137.4 Double, Clear N 1.0 5.0 13.0 7.30 1.14 108.5 Double, Clear E 1.0 10.0 50.0 -9.20 0.87 -402.5 Double, Clear E 1.0 10.0 24.0 -9.20 0.87 -193.2 Double, Clear E 1.0 10.0 24.0 -9.20 0.87 -193.2 Double, Clear E 1.0 5.0 30.0 -9.20 0.74 -203.3 Double, Clear NE 1.0 5.0 30.0 4.60 1.26 173.4 Double, Clear SE 1.0 6.5 33.0 -22.70 0.91 -684.0 Double, Clear S 1.0 3.0 9.0 -28.40 0.81 -207.0 As-Built Total: 295.0 -1856.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 150.0 3.6 540.0 Frame,Wood, Exterior 11.0 942.0 3.70 3485.4 Exterior 942.0 2.20 2072.4 Frame,Wood,Adjacent 11.0 150.0 3.60 540.0 Base Total: 1092.0 2612.4 As-Built Total: 1092.0 4025.4 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 Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1635.0 1.20 1962.0 Under Attic 30.0 1650.0 1.20 1980.0 Under Attic 19.0 112.0 2.00 224.0 Base Total: 1635.0 1962.0 As-Built Total: 1762.0 2204.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Slab-On-Grade Edge Insulation 0.0 167.0(p) 18.80 3139.6 Raised 0.0 0.00 0.0 Base Total• 1486.3 As-Built Total• 3139.6 INFILTRATION Area X BWPM = Points Type Area X WPM = Points 1635.0 7.40 12099.0 Practice#2 1635.0 7.40 12099.0 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 16013.0 Winter As-Built Points: 19923.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16013.0 0.55 8807.2 19923.1 1.00 1.10 0.44 1.00 9580.9 FORM 600A-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11184, Subdiv: ATLANTIC WEST, Platbook: , , , 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 3803.00 11409.0 50.0 0.92 3 1.00 3637.65 1.00 10913.0 As-Built Total: 10913.0 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9300.9 8807.2 11409.0 29517.0 8991.6 9580.9 10913.0 29485.5 EEPI : 99 .9 y�yO�'SHE ST9��O�� � � a jtcov wa��� ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number Lot: 184, Subdiv: ATLANTIC WEST, Platbook: or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 EPI= 99 9 0 10 20 30 40 50 60 70 80 90 100 i--1 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. s]V 1071 , 0 11 10i ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear I INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0 R-0 R-7 Wall R-Value.............................. 11.0 1--T- R-0 -TR-0 R-19 Floor R-Value.............................. 0.0 AIR CONDITIONER............................. 10.0 SEER 17.0 SEER...................................................... 12.00 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 7.80 WATER HEATER..................................... 0.88 0.96 ElectricEF...................................... 0.92 0.54 0.90 GasEF...................................... N/A I 1.0 5.0 SolarEF...................................... N/A OTHER FEATURES................................. I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Building construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 SERIAL # 7116 * ResmanuJ (c) * 12-09-1998 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 1635 Address LOT 1/184 ATLANTIC BEACH WEST City/State Owner Builder BESTCON HVAC contr. McGOWAN' S Cond Flr Area: 1635 SF * GLASS/SF RATIO = 180-o * House Faces : West * Climatic Conditions & Design Conditions * ---------------------------------------------------------- ------------------ Geographical Location : Florida 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 24569 . 91 STRUCTURE SENSIBLE 22042 . 63 MECH.VENT- 80 Cfm 1672 . 00 SENS . + MECH.VENT 23714 . 63 TEMP . SWING @ 3 DEG. 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1228 . 50 DUCT GAIN 2671 .46 TOTAL LOSS/BTUH 25798 . 41 TOTAL SENSIBLE 29386 . 09 TOTAL LATENT 5770 . 30 SENSIBLE + LATENT 35156 . 39 20% OVERSIZE FACTOR 5159 . 68 20% SENS .OVRSZE FTR: 5877 . 22 ACTUAL + 20% OVERSIZE : 26714 . 63 SENS . + 20% OVERSIZE: 35263 . 31 HTG FTR = 37 . 8 CLG FTR = 20 . 5 CLG DESIGN CFM 1432 . 07 * EQUIPMENT SELECTION * EQT MANUF JANITROL CU MOD # CPKJ36-1 AHU MOD # A42-10 HTG INP/BTUH 35000 HTG OUTP/BTUH 35000 AFUE/HSPF 7 . 8 TYPE HP SENSIBLE BTUH 25400 LATENT BTUH 9600 TTL CLG BTUH 35000 TONAGE 2 . 9 (S) EER 12 . 0 CLG CFM 1400 HTG CFM 1400 FORM 600A-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: 1636 Builder: BESTCON Address: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook:Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 11. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:36.0 kBtu/hr 3. Number of units,if multi-family 1 I SEER: 12.00 _ 4. Is this a worst case? Yes i b.N/A _ 5. Conditioned floor area(ft') 1635 ft2 6. Glass area&type c. N/A _ a. Clear-single pane 0.0 ft2 b. Clear-double pane 295.0 ft' 12. Heating systems c. Tint/other SC-single pane 0.0 ft' _ a. Central Heat Pump Unit Cap:36.0 kBtu/hr d. Tint/other SC-double pane 0.0 W _ HSPF:7.80 _ 7. Floor types b. N/A j a. Slab-On-Grade Edge Insulation R=0,0, 167.0(p)ft b. N/A c. N/A _ c. N/A 8. Wall types 13. Hot water systems a. Frame,Wood,Exterior R=11.0,942.0 ft2 _ a. Electric Resistance Cap:50.0 gallons -. b. Frame,Wood,Adjacent R=11.0, 150.0 ft2 - EF:0.92 _ c. N/A _ b. N/A _ d. N/A _ e. N/A 14. Hot water conservation credits 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1650.0 ft2 _ DHP-Dedicated heat pump) j b.Under Attic R=19.0, 112.0 ft' _ 15. Infiltration practice(1,2,or 3) 2 c. N/A _ 16. HVAC credits _ 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Uncond. Sup.R=6.0,75.0 ft - CV-Cross ventilation, b.N/A HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 29485.00 EPI = 99.9 i Total base points: 29517.00 1 hereby certify that the plans and specifications covered Review of the plans and z sT by this calculation are in compliance with the Florida specifications covered by this tio4 Energy Code. calculation indicates compliance PREPARED BY: , i6'%l- with the Florida Energy Code. Before construction is completed a° DATE: /0 'QZkl this building will be inspected for I hereby certify that this building is in compliance with the compliance with Section 553.908 °� Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE• DATE: FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES ,15 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .15 1635.0 65.80 16137.5 Double, Clear W 5.5 6.5 6.0 79.70 0.57 271.7 Double, Clear W 1.0 5.0 30.0 79.70 0.91 2167.8 Double, Clear W 1.0 5.0 30.0 79.70 0.91 2167.8 Double, Clear N 1.0 4.0 16.0 38.30 0.88 538.6 Double, Clear N 1.0 5.0 13.0 38.30 0.90 448.7 Double, Clear E 1.0 10.0 50.0 79.70 0.96 3819.0 Double, Clear E 1.0 10.0 24.0 79.70 0.96 1833.1 Double, Clear E 1.0 10.0 24.0 79.70 0.96 1833.1 Double, Clear E 1.0 5.0 30.0 79.70 0,91 2167.8 Double, Clear NE 1.0 5.0 30.0 57.70 0.90 1556.0 Double, Clear SE 1.0 6.5 33.0 79.10 0.91 2383.4 Double, Clear S 1.0 3.0 9.0 66.20 0.71 423.0 As-Built Total: 295.0 19610.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 150.0 0.7 105.0 Frame, Wood, Exterior 11.0 942.0 1.70 1601.4 Exterior 942.0 0.90 847.8 Frame, Wood,Adjacent 11.0 150.0 0.70 105.0 Base Total: 1092.0 952.8 As-Built Total: 1092.0 1706.4 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 Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1635.0 0.60 981.0 Under Attic 30.0 1650.0 0.60 990.0 Under Attic 19.0 112.0 1.10 123.2 Base Total: 1635.0 981.0 As-Built Total: 1762.0 1113.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p) -41.20 -6880.4 Raised 0.0 0.00 0.0 Base Total: -6179.0 As-Built Total: -6880.4 INFILTRATION Area X BSPM = Points Type Area X SPM = Points 1635.0 8.00 13080.0 Practice#2 1635.0 8.00 13080.0 FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 25137.5 Summer As-Built Points: 28740.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 25137.5 0.37 9300.9 1 28740.1 1.00 1.10 0.28 1.00 8991.6 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 1635.0 -10.60 -2599.7 Double, Clear W 5.5 6.5 6.0 -9.20 -0.25 13.6 Double, Clear W 1.0 5.0 30.0 -9.20 0.74 -203.3 Double, Clear W 1.0 5.0 30.0 -9.20 0.74 -203.3 Double, Clear N 1.0 4.0 16.0 7.30 1.18 137.4 Double, Clear N 1.0 5.0 13.0 7.30 1.14 108.5 Double, Clear E 1.0 10.0 50.0 -9.20 0.87 -402.5 Double, Clear E 1.0 10.0 24.0 -9.20 0.87 -193.2 Double, Clear E 1.0 10.0 24.0 -9.20 0.87 -193.2 Double, Clear E 1.0 5,0 30,0 -9.20 0,74 -203.3 Double, Clear NE 1.0 5.0 30.0 4.60 1.26 173.4 Double, Clear SE 1.0 6.5 33.0 -22.70 0.91 -684.0 Double, Clear S 1.0 3.0 9.0 -28.40 0.81 -207.0 As-Built Total: 295.0 -1856.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 150.0 3.6 540.0 Frame, Wood, Exterior 11.0 942.0 3.70 3485.4 Exterior 942.0 2.20 2072.4 Frame, Wood,Adjacent 11.0 150.0 3.60 540.0 Base Total: 1092.0 2612.4 As-Built Total: 1092.0 4025.4 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 Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1635.0 1.20 1962.0 Under Attic 30.0 1650.0 1.20 1980.0 Under Attic 19.0 112.0 2.00 224.0 Base Total: 1635.0 1962.0 As-Built Total: 1762.0 2204.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Slab-On-Grade Edge Insulation 0.0 167.0(p) 18.80 3139.6 Raised 0.0 0.00 0.0 Base Total: 1486.3 As-Built Total: 3139.6 INFILTRATION Area X BWPM = Points Type Area X WPM = Points 1635.0 7.40 12099.0 Practice#2 1635.0 7.40 12099.0 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/184, Subdiv: ATLANTIC WEST, Platbook: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 16013.0 Winter As-Built Points: 19923.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16013.0 0.55 8807.2 19923.1 1.00 1.10 0.44 1.00 9580.9 FORM 600A-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11184, Subdiv: ATLANTIC WEST, Platbook: , , , 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 3803.00 11409.0 50.0 0.92 3 1.00 3637.65 1.00 10913.0 As-Built Total: 10913.0 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 9300.9 8807.2 11409.0 29517.0 8991.6 9580.9 10913.0 29485.5 EPI : 99.9 4 TiiE ST,g1�pa�� inn a O � , a w 1,l,COD �5� -44_"4- C1 T Y Or Office @ Of a�' rime501 RRQ�RST��Uildi _ Re°e7ved �9 O (Clai a R ff- IiVgPRiOIV Owner's J Address � '7 <_G Perrnit N. au1L01MG pramrn9 ��s tOua°onin9 fi°otNCRET Conti °catity Stab ng Ct a act°r Lintel C CTRICA� Mon. o 917Irin PW rinap p°% g r-,, Ma1NG rues REA C1 -o p MaC tnspaction Masa Dy C1 7-op Out C HANIC,4L to FOR 11VSpa Sewer CJ Air Cond. nsspactor Wed. CT101V 17 fi Heating & C li r °g Pre flab rJ Friday "inal nal tnspection Certificate of Date /�cCupancy!j ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number Lot: 184, Subdiv: ATLANTIC WEST, Platbook: or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 EP1= 99.9 0 10 20 30 40 50 60 70 80 90 100 excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RESIDENTIAL ENERGYPERFORMANCE INDEX ITEM - O- ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0 R-0 R-7 Wall R-Value........ 11.0 R-0 R-19 Floor R-Value.............................. 0.0 AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 12.00 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 7.80 WATER HEATER..................................... � Electric EF...................................... 0.92 0.88 0.96 0.54 0.90 GasEF...................................... N/A 1.0 5.0 SolarEF...................................... N/A OTHER FEATURES................................. i I I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip: Florida Energy Code for Building construction-9993 Florida Department of Community Affairs FL-EPL CARD 93 SERIAL # 7116 * ResmanuJ (c) * 12-09-1998 - 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 1635 Address LOT 1/184 ATLANTIC BEACH WEST City/State Owner Builder BESTCON HVAC contr. McGOWAN' S Cond Flr Area: 1635 SF * GLASS/SF RATIO = 180-o * House Faces : West * 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. 5501 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 24569 . 91 STRUCTURE SENSIBLE 22042 . 63 MECH.VENT- 80 Cfm 1672 . 00 SENS . + MECH.VENT 23714 . 63 TEMP. SWING Q 3 DEG. 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1228 . 50 DUCT GAIN 2671 . 46 TOTAL LOSS/BTUH 25798 . 41 TOTAL SENSIBLE 29386 . 09 TOTAL LATENT 5770 . 30 SENSIBLE + LATENT 35156 . 39 2001 OVERSIZE FACTOR 5159 . 68 2001 SENS .OVRSZE FTR: 5877 . 22 ACTUAL + 20% OVERSIZE : 26714 . 63 SENS . + 20% OVERSIZE : 35263 . 31 HTG FTR = 37 . 8 CLG FTR = 20 . 5 CLG DESIGN CFM 1432 . 07 * EQUIPMENT SELECTION * EQT MANUF JANITROL CU MOD # CPKJ36-1 AHU MOD # A42-10 HTG INP/BTUH 35000 HTG OUTP/BTUH 35000 AFUE/HSPF 7 . 8 TYPE HP SENSIBLE BTUH 25400 LATENT BTUH 9600 TTL CLG BTUH 35000 TONAGE 2 . 9 (S) EER 12 . 0 CLG CFM 1400 HTG CFM 1400 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEIMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE� WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) / Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) TBATHTUB/SHOWER (2) URINAL WALL LLP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) _SHOWER STALL DOMESTIC (2) Z LAUNDRY TRAY (2) LAVATORY (1) ' COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _J_DISHWASHER (2) 2 WASH SINK EACH SET OF d FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHSINK. WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) IIID£? URINAL STALL, WASHOUT (4) (�) FLUSHING RIM SINK. (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) ELOUOUT (2) LAVATORY, BARBER/BEAUTY LICE MAKER (1/2) s TSHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) C) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 3, , e $20.00 EACH $ /-/70. 00 JOB INFORMATION©��tAJ (J (J CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address���! R Date �L 2 3 ` `7 Heated Square Footage (@ $ 1t '(.00 7�L� sq rt _ $ 7/) 1 Garage/Shed (@ $ Oo per aq t4 = S //, -7 ;Z Carport/Porch �� a $ �pGr sq ft = 5 Dec: Pai-_o V $ 0 ft - S TOTAL VALUATION : S gq13 q b mo'al V uation 1st $ D, d6 Remaining Value Sq. per thousand or portion tnereot TOTAL BUILDING FEE S �a + l./ 2 Filing Fee $ (' 1 Fireplaces @ $15 . 00 S BUILDING PERMIT FEE S WATER, IMPACT FEE $__ 417 d,00 SEWER IMPACT FEE WATER METER'TAP ��y. Oa CAPITAL IMPROVEMENT S 3;tSJ0o SEW E� TAP •_ O - �(03 1 RADCN ( HRS ) SECTION H PAVING /US'n.Op HYDRAULIC SHARES S —0 CROSS CONNECTION $ �? (/(,39 SURCHARGE . 0050 S 7 37 OTHER $ GRAND TOTAL DUE a ' 8 L/ 3 1/ ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electr?c/New Electric/Temp : SwimminaPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES : -�- 5 18 3 I i I --- --- -- - -"- - -- -- - -Y=��--- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - t . 18,5 LET I I 6 i 5 i 4 /86 3 i 2 i l i LU` STREET I I I I F - 6 i 5 ° i 4V 3 i 2 I I ' I PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 16T / !S L t.0 t -( C H OWNER: 01 ST COA-) ..LNL Fila OGc^F.,j 97- 3rQ'� Qct 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 63) - R [ ] 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter B2) 16 33— b. Determine grade elevation for building. (Grade definition Chapter 132) t 8, S [V-T C. Determine building height in feet above grade. (Height definition Chapter 62) r . [� d. Determine building height in stories. (Story definition Chapter 62) / e. Determine separation distance from exterior walls to assumed and common 7• i property lines. (Property line definition Chapter 62) (� f. Determine percent of exterior openings per floor. IV-� [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) -t IP6 1Z1 [ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 6500) b. Check allowable height and area increases permitted. (Chapter 65) (1r 4. Check detailed Occupancy requirements. (Chapter 134) [ ] 5. Check detailed Construction requirements [V a. Fire Protection of Structural Members(Chapter 66 &Table 8600) [ b. Fire Protection Requirements (Chapter B7 and Table 6700) C. Means of Egress Requirements (Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [v]' 6. Review design as related to standards. (Chapters B16- B26) [v.l 7. Check other requirements as necessary. [� a. Construction projecting into public property(chapter B32) b. Elevators and conveying systems (Chapter B30) C. Sprinklers, standpipes and alarm systems(Chapter 139) [ d. Use of combustible materials on the interior(Chapter 68) re 1-11 e. Roofs and roof structures (Chapter B15) [v]'� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other d'Z 3 " ©l 7 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: ( - 2 -"k Don C. Ford, Buildind Official don/sb.1 56'11"4 J f 51' e T -+ —I "i-4 moi rn 0 w LO M w ., N O QJ i N N T1 I Ll11"4 I I le- I I I I I I 5'11"4 T12 0 Ln o N I d N N �N.+ I w I —I N m lD V • I � I O Qj T 14 N c o n .+ T17 N O OJ Ln �•--15'4" 4' J5 V co zs W ti J3 "1 J 7 J1 'y 'b o � n 31'8" o--{ 0 b G)9-� Lo -q g< n �_ 0 a) rn (D � � V ao � DESIGNER: SOL HOLMES L UMBER JOB # - DATE; 12/21/98 ��� TRUSS CO. CUSTOMER: BESTCON CONSTRUCTION CHK. .: p0 1 BLK 184 ATLANTIC BEAJHW REV:: \��`U'' 6550 ROOSEVELT BLVD. PLAN # JACKSONVILLE, FL 32244 PHONE (904) 772-6100 FAX (904) 772-1973 Connector List Page 1 of 1 4. HOLMES LUMBER COMPANY -TRUSS DIVISION- 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA 32230 - (904)772-6100 FAX (904) 772-1973 NOTE! ALL NAILS AND FASTENERS ARE TO BE SUPPLIED BY THE ERECTION CONTRACTOR. REFERENCE SIMPSON STRONG TIE INSTALLATION GUIDES )ate: 12/21/98 ANSI/TPI 1-1995: No fob ID: 8-4996 Job Info: BESTCON CONST. :ST Version 1.02 Hanger Label: TYP. Simpson connector: HUS26 Quantity: 20 Carrying Member Fasteners (Face) : 14 10d Carried Member Fasteners: 6 10d Carrying Member: Truss Girder ID: GIRDER Width: 1 ply Depth: 2x6 Species: SP Carried Member: Truss ID: T17 Width: 1 ply OWH: 3 10 3 Species: SP Uplift Load: 1030 Duration: 133% Down Load: 2264 Duration: 125% Material List Quantity Model No. 20 HUS26 NOTE: Design load values for 16d and 10d common nails on single ply carrying member applications have been reduced for the nail penetration amount. Refer to current Simpson Strong-Tie catalog 'Plated Truss Construction Connectors' for additional information. 16d refers to 16d common wire nails 10d refers to 10d common wire nails 16d sinkers may be substituted for 10d common nails SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws - Joh: (B-4996) LOT 1-164 Ti THIS DWG. PREPARED BY THE ALPINE J B DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP M2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED, WN IMPORTANT MESSAGE TO TRUSS DESIGNER, THIS GABLE HAS ONLY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS, THE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WINO LOAD EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. Zn— ^ 10,5"8 8.6.10 "--�-- 9'6"10 10'5"8 m 4X4 v 12 in u1 3X3 m 3X6 3X3 3X6 v= g 8'1"2 3X4 22' 2' 22' R-85plf W-22' TAG = T1 SEG = 99737 PLATE-ALPINE TPI95 TPI-95 STO QTY= 1 PLIES= 1 TOTAL- 1 REV. 18.2c4 SCALE =0.2969 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/21/98 TC LL 20 .0 PSF REF *I M P OR T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T M. TC OL 7 .0 PSF DATE 12/21/96 n FAILURETO BUILD THE TRUSS IN CONFORMANCE WITH DST69 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °f 423 BC DL 10 •O PSF DRWG t A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T IPF W TOT.LO. 37.0 PSF OSA LEN• 22 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :�A`I OR tO' 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION,.FURNISH A COPY OF THIS CSS*�t A"p N� 4� DUR.F A C. 1 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. tDESIGN TO THE TRUSS ERECTION CONTRACTOR. IFRED ENG( .__rot . TRUSS PLATE INSTITUTE, k 9 NATIONAL SPECIFICATION F N TR TI SPACING 24.0" TYPE c o mn J b: -4 99 T 1-184 T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG LOCATEDANYWHERE IN ROOF, WEBS 2x4 SP M3 WIND TC DL - 5.0 PSF, WIND BC OL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4 : 1 ;1^ 12 1.5X3 .5X3 c 6 iU-) uT m v 2X6(AS) 2X6(A1) _ �8'i"2 3X4 3X4 3X4 22' �2, 22 T 2 Rv-934M U-490# W-3"B Rv-9341 U-490# W-3"B TAG = T2 SEG 99741 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 10 PLIES= 1 TOTAL= 10 REV. 18.2c4 SCALE -0.2969 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/21/98 TC LL 20 .O PSF REF )()(IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANYWARNING 1N HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN �r� T An_ TC OL 7 .0 PSF DATE 12/21/98 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ���r'•'�4Ci.\\\ 1\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °A 423 9� J� BC OL 1 0 •O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. .LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •- PSF S CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ]T A T E'F: TOT.LD. 37 •0 PSF O/A LEN. 22 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER : 40R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �"f 'r •"u'�'� ' DUR.FAC. 1 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. SrFAEO El rvf r� .. --. -....... .....� .u....,,.r une - •oe, u�Tinu�� n TlfN SPFfTFTr.ATTnN FDR WOOD CONSTRucTION SPACING 24.0" TYPE CD"'^ int): (8-4996) T 1-184 T3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, SOT CHORD 2x4 SP #2 N ENCLOSED SLOG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND 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. 11' 7'9" 4X4 m 1.5X3 3X4 m o !2 0 Lo p Lr) 2x2 T 3'15 v v m v 2X5(AS) 3e 8 3X7 3X3 18'9"8 �—2 !8 9" Rv-833# U-450# W-3"B Rv-674# U-300# W-3"8 SEG = 99745 PATE-ALPINE TPI95 TPI-95 (STD) QTY= 6 PLIES= 1 TOTAL= 6 REV. 18.2c4 SCALE =0.3698 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 92/21/98 TC LL 2O .0 PSF REF (� *IMPORTANT HESE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I \ [AILURE EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �S T M_ TC DL 7 .0 PSF DATE 12/21/96 \\U�wIvIA�\ TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE LPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °�'A23 fl� �f BC OL 10 .0 PSF OR WG 0 4A6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .O PSF S ONNECTORS PEA DRAWINGS 130, t50 C t60A-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING--SEE CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER s<ORrtO*.,`. TOT.LO. 37.0 PSF 0/A LEN. 180908 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C 9"c'�r r� 1 .25 D ESQ' OUR.FAC.IN ONLY, AND SHALL NOT BE RElIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1sT A S t--TP . TRUSSP ATINSTITUTE. N . NATIONAL DESIGN SPECIFICATION i W N TR T N SPACING 24.0 TYPE COtTIn Job: (8-4996) LOT 1-184 T A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND," 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC OL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11"6 5'4"14 4'4"14 1'11"6---�---- 4'4"14 r- 5'4"14 SS"6 4X4 (V 12 N m K 3X3 Tn 3X14 ;^ 3X14 Fn m vT d 3.5 11 12 4X5(R) 12'8"8 �--2' 6'4"4 �- 6'4"4 2' -►I 12'8"8 Rv-5900 U-3500 W-3"B Rv-5900 U-3500 W-3"B TAG = T46 SEQ = 99934 PLATE-ALPINE TPI95 TPI-95 STD QTY= 1 PLIES- 1 TOTAL- 1 REV. 18.2c4 SCALE -0,4558 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REGUIRE EXTREME CARE '12/�1 egg TC LL 20. 0 PSF REF *IMPORTANT** SNAIL NOT BE RESPONSIBLE fOR ANY' WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ES T An. TC OL 7 .0 PSF DATE 12/21/98 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ''Irlc, ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED, TOP °1223 J� SC DL 10 •0 PSF DR�''G A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE A T AT E O F W CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'5 ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER AORtO' o ts OT.L D. 37 .0 PSF 0/A LEN. 120808 .+ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C9,c��r A"p N� � UR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. DRYWALL TO THE TRUSS ERECTION CONTRACTOR, .511 E 1 __. _ ...... ..,o...,nr uno . 1004 uATTnNAI nFSTf.N SPECIFICATION FOR WO N T T N PACING 24.0�� TYPE spec J -4 9 9 LOT 1-184 T4 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 82 N 100 MPH WIND, 15,00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP N3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, i 6'4^4 � 6'4"4 - 4X4 12 10 in 6 [�7- m m m 2X4(A!) 2X4(AS) QT 122 1 4X5 R) 12'8"8 �-2' 6'4"4 6'4"4 12'8"8 Rv-603Y U-350# W-3"B Rv-457Y U-2000 W-3"8 TAG = Tif SEG = 99849 PLATEAL INE TPI95 TPI-95 STD QTY= 3 PLIES= i TOTAL= 3 REV. 16.2c4 SCALE =0.5152 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 T C L L 2 0.0 PSF REF e *IMPORTANT** SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN CT Rn_ TC DL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE a111Tl \\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 5 23 � -� BC OL 10 .0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 160A-F, DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE t Arc or W CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'to AgtOy"o TO SEAL 37.0 PSF ��Q LEN. 120808 1C* SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISC,r r "o" DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR, `SIA EP1�j1 ^__Ter - 10-1 01 Aro T—TTTIITF. NOS - 1991 NATIONAL N SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE Spec Job: 8-4 9 9 L O T 1-184 T5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, BOT CHORD 2X4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP M3 WIND TC OL - 5.0 PSF, WIND BC DL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8' �- 4'8"8 ----� 5X5 1.5X3 3B 12 m m v c o v v 6 v m rn m 2X4(A1) vT Q 3.5 8, 1 4X5 R) 3X3 12'8"8 2' 6'4"4 6'4"4 12'8"8 Rv-614# U-330# W-3"8 Rv-4461 U-250# W-3"B TAG = T13 SEG 99853 PLATE-ALPINE TPI95 TPI-95 STD QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE -0.5152 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/21/98 TC LL 20.0 PSF REF *I M P O R T A N T H X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ES T TC OL 7.0 PSF DATE 12121198 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 •O PSF DRW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE >< TOT.LD. 37.0 PSF O/A LEN, 120808 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '11 •.*�<OR 10 o`T Q. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j a`r "p�" DUR,FAC. 1 .25 IN ONLY, AND SHALL NOT BE-RELIED-UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STEED ES`� rot . TQi PI.ATF INSTITUTE. NOS___ NAT NA i NSPECIFICATION F R W TR T N SPACING 24.0' TYPE comn __ J b: -4 9 LOT 1-184 T6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WINO BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10' } 2'8'8---� 5X4 3,0 6 1.5X3 m ^1 v v in 12 o in 6 p in 6X7 m rn m 2X4(A1) a 3.5 QI 12 � B' 3x3 12'B"S E►-2' 6'4"4 6'4"4 12'8"8 Rv-614# U-320# W-3"B Rv-446# U-270# W-3"8 TAG = T12 SEQ = 99857 PLATE-ALPINE TPI95 TPI-95 STD QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE -0.5152 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 20 :0 PSF REF *IMPORTANT*)t'SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND w DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T Qt� TC OL 7 .0 PSF DATE 12/21/98 FS FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE P111'. .1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��.12319` >A BC OL 1 O •O PSF O R WG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 'T A T E P-`: TOT.lD. 37.0 PSF DSA LEN. 120808 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <Op tO' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPV OF THIS �r`'f r ,"". OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STEREO E1'+C74, "--TOT . TPU55 PLATE INSTITUTE. NOS - NATIONAL F W N TR T N SPACING 24.0" TYPE c o m n Jo 8-4 9 9 LOT 1-184 T7 THIS DWG. PREPARED BY THE ALPINE JOS DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP N2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND 8C OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12' _)_8"8-) BX8 1.5X3 m m v `T iD 12 U) 6 6X7 m m m 2X4(AS) d 3.5 c '1"2 12 1.5X3 12'8"8 �---2 6'4"4 6'4"4 12'B"B Rv-614# U-310M W-3"B Rv-431# U-270# W-3"B PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCARE =0 4645 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/21/98 TC LL 20.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c�-T Fn.^, TC OL 7 .0 PSF DATE 12/21/98 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �«'qZy 1g• CC``� BC DL 10 .0 PSF DRWG M16 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T f �+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 18DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE A t tE os CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER IOglD, TOT.L D. 3 7 O PSF O�Q LEN. 1 20808 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cj c���r .«c. OUR.FAC. 1 .25 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SrFpEO E '1 - .... _. ....­ n,..c .",e..• Nne . io01 NATTnNAI. nFSTGN SPECIFICATION FOR.WD N TP T N SPACING 24.0" TYPE Comn Job: -4 99 L 0 T 1-184 TS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED 70 HORIZ. WINO PRESSURE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X5 3'15 i ^ 1.5X3 ^ m m m LO 12 6 p m 6X7 m m 2X4(AS) vT a 3.58'1"2 1 12 1.5X3 12'8"8 I---2' 6'4"4 6'4'4 12'8"8 Rv-614# U-300# W-3'8 Rv-4460 U-310# W-3"8 TAG = T8 SEG = 99870 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0,4320 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 T C LL O.O PSF REF t )(IMP0RTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN eT M. TC DL 7.O PSF OATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1111\\ ALPINE CONNECTORS AqE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. UNlE55 OTHERWISE INDICATED, TOP ��'A223 �A BC. OL 1 O 0 PSF DRWG \\\\\\VV\\\) A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER O .O PSF S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 6 S60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINJEE !T"``°'': TOT.LD. 37 .O PSF DSA LEN. 120808 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FO40 lO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY •� r ♦♦ OUR.FAC, 1 .25 1N ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAcrs�FRED°EI'�'1 -_.1-1 - ­, °,.Tc lu TTTllTC NOS - 1991 NATIONAL.O SPECIFICATION FOR WOOD CONSTRUCTISPACING 24.0„ TYPE comn J 8-4 99 L O T 1-184 T9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N ; T2 2x4 SP #1 Dense: ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x6 SP #1 Oense WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED SLOG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0 T 54,0 54.0 0.0 20.8 0 B 543 14.4 0 B 20.0 20.0 2.0 20.8 0 B 60B 16.4 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 0 T 4.0 4.0 0.0 2.0 0 8 608 18.4 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 B 1.8 1.8 2.0 20.8 1 T -87.1 -B7.1 0.0 2.9 1 T -38.2 -38.2 2.9 10.0 1 T -87.1 -87.1 10.0 13.0 1 T -87.1 -87.1 13.0 16.0 1 T -38.2 -38.2 16.0 17.8 1 T -87.1 -87.1 17,8 20.6 W4 X4 W3X4 W3X412 rn 0 6 o L0 W4X5 3.15 (U r In W2X6(A5R) rT _51. W1.5X3 W3X7 W4X6(R) W3X3 SB'9"8 13'5„4 L 2, 2, 1'4"4 543# 6080 608# Rv-1147# U-580# W-3"8 Rv-2123# U-950# W-3"B DESC. = T9 SEG = 113443 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.204 SCALE -0.3620 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE 01/05/99 TC LL 20. 0 PSF REF )(*IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN �g T M_ TC OL 7 .0 PSF DATE 01/05/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTES BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE •rr 9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��g2319� �`A 6c DL 1 O O PSF DRWG AAAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 8C LL 0 •0 PSF BER CONNECTORS PER DRAWINGS 130. 150 6 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 9 T A I E or TOT.LD. 37 .0 PSF D/A LEN, 180908 CONFORM H/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '. A/0q 10'o`� Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' c�fTr p��' OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. JSlFgEO"Elr .n. - -1- 1..Tr IN¢TY-TP Nng . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD NSTR T N SPACING s e e above TYPE c o m n Job: -4 9 LOT 1- 4 T1 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -542# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2X4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 13'4"8 2'11. 4X5(R) 4X4 2X2 3'fa 12 m rn � 6 3X4 m o m o i. in n m 3e11 1"2 X4(A 1) 4X5(R) 3X7 3X4 N N m v� 4 4 12 �8 1"2 13'4"4 - - 4'1"12 6'3"8 11'2"8 17'6" R-284# U-210# Rv-1553# U-460# W-3"B R-543# U-200# TAG = T33 SEG = 99825 PLATALINE TPI95 TPI-95 STD QTY= 1 PLIES- 1 TOTAL- 1 REV. 18.204 SCALE -0.4360 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 1 2/2 1/9 8 TC LL 20.•O PSF REF *IMPORTANT *SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND n ( \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T $per TC OL 7.O PSF OA T E 12/21/98 \\„�•f`I'A\\1 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ``psi"�� -r ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED, TOP 423.4 •� BC OL 1 0 •0 PSF DRWG A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 -O PSF S CONNECTORS PER DRAWINGS 130, 150 6 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'S�r�=lOAIO'F3 TOT.LO. 37 .O PSF 0/A LEN. 170600 „ SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j ��� ."o�� OUR.FAC, 1 .2 5 1N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. --- - -- •-- •-•-.....+e .mc ,ae, u��tnuAi nicTf.H SPECIFICATION FOR NQDCONSTRUCTION SPACING 24.0" TYPE spec JOb: B-4 9 LOT 1-1 4 T11 THIS DWG. PREPARED FROM COMPUTER INP T LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -607# OCCURRED ON A BOT CHORD 2x4 SP #2 N NON-WIND LOAD-CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 14'10" - - { 2 B" -� 4X4 i 3X4 3.15 3x4 fV m m 12 a1 6 � m e rn 1.5X3 r. m ITT in 3B 10'1°2 2X4(AS) 5x12 3X7 1.5X3 N (V rn v 4 I d 13'4"4 - - - 4'1'12 6'3"8 11'2"8 17'6" i R-300# U-210# Rv-1603# U-470# W-3"8 R-608# U-200# PLATE-ALPINE TPI95 TPI-95 STD QTY= 2 PLIES= 1 TOTAL= 2 REV. 18^.2c4 SCALE =0.4053 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/21/9Q TC LL CO O PSF REF (�� * IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN c, T per. TC DL 7.0 PSF DATE 12/21/98 FAILURE TO BU ILO THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Pr tr rr—'9 10 .0 1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �I23 9� �A BC OL 1 O •O PSF DRWG \\\\ MI6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHAH BE LATERALLY BRACED WITH PROPER �+ UTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O .O PSF CONNECTORS PER DRAWINGS 130. 130 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T A t['•r; T07.LD. 37 .0 PSF DSA LEN. !70600 LONFOPM M/APPLICABLE PROVISION$OF NDS C TPl. AN ENGINEER•$ ALPINE TECHNICAL SRDATE 17/1/91) FOR PROPER "�'r� <Op l0 SEAL ON THIS DRAWING APPA ES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 1HI5 Cf Frr o��� DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ..r ruertrirtc Nn4 • 1991 NATIONAL OESM P F AT N F R M N TR T Sr"TCU E 1 SPACING C4.011 TYPE .spec b: (8-4996) L 0 T 1-164 T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. E -- 14'10" 14'10" -I 4X4 3X4 3X4 12 m 6 m °i 1.5X3 1.5X3 O1 � i� 1( 5X12 5X12 2X4(A1) 3X7 2X4(AJ) m iv v= .�4 8, 13'6" - 16'2" 6'3"8 17'1" 29'8" i R-203# U-210# Rv-1655# U-580# W-3"B Rv-33B# U-260# W-3"8 TAG = T36 SEQ 99930 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 3 PLIES- 1 TOTAL= 3 REV. 18.204 SCALE 0.2610 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/'G egg TC LL 20 .0PSF REF **IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN E5 T TC DL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,1 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °�'<23 �`� BC OL 1 0• 0 PSF DRWG A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATEOF W TOT.LD. 37.0 PSF OSA LEN. 290800 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER '.�<OR tO Q• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �r rr "p'"" OUR.FAC. + •25 IN ONLY, AND SNAIL NOT BE RELIED UPON IN ANY OTHER WAV, OESION TO THE TRUSS ERECTION CONTRACTOR, ,L� `� --- '-"-- - -- .,ne _ .nn• U.TT-1- n-yrN aPFC.TFTCATION FOR WOOO_CQ TR N sl`n� Eryvl SPACING 2 4.O n TYPE spec J -4 9 9 LOT 1-184 T13 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15,00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTI14UOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 14'10" --��-1'4" 5X7 2X2 3.15 I 1,5X3 m in 12 3X4 , Fn� n 6 n 3•0 �10'12 6X4 3X8 3X3 fL N m 2X6(AS) vT X48,1„2 _.L 12 16'2” �-- 2' 6'3"8 9'10'8 16'2" RY-7390 U-400# W-3'8 R-578# U-370# TAG = T41 SEQ = 99803 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 6 PLIES- 1 TOTAL= 6 REV. 18,204 SCALE -0,3893 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/21/98 TD LL 2O O PSF REF (�(2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN cJ T pn_ TC OL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE pt 3r�c•�•�4 10 .0 ALPINE CONNECTORS ARE MAGE OF ZOGA GALV. STEEL MEETING ASTM OUlRENENT S. UNLESS OTHERWISE INDICATED, TOP A2319� r 6 C OL PSF DRWG \U\\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSSANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWDOO SHEATHING, BOTTOM CHORD SC LL O• 0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE $T A r E 0 r CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9fI FOR PROPER <O v R%o Az TOT.L D. 37 .0 PSF O/A LEN. 150200 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��js F' •��' DUR.FAC. 1 .2 5 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. T�FD EI'F'4 - .,.. - ­ n..1c — . 19g1 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIOSPACING 24.0" TYPE spec Job: -4 99 LOT 1-184 T14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ERECTION CONTRACTOR. 13 �+ 3 2" --- 4X6 1.5X3 rl 3 8 i m m in a c v m 12 3X5 m 0 6 C:7- (A) o I\C:3 3'B 2X6(A1) 6X4 3X4 3X3 cu N m QI a 4 1 12 Z±L8 1°2 16'2" 6'3"8 9'10'8 16'2" RV-609# U-250# W-3"8 R-588# U-360# TAG = T44 SE? = 99795 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV. 18.2c4 SCAL -0.4705 ALPINE ENGINEERED PROOUC7S, INC. TRUSSES REQUIRE EXTREME CARE 1 2/2 1/9 8 T C L L 20 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION ANO ^ I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �S T TC OL 7 .0 PSF 0 A T E 12/21/98 \\UV*vIAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O� IM"ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED. TOP i�j223 !A BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 0.0 PSF S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION- LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE AT"T E 01 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L [DUR 0 T.L D. 37.0 PSF O/A LEN. 160200 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISCr car T� �t�iQ' .FAC. 1 .2 5IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. lFV­� 1 . 1 _ .— ua 1-- n 11—f PlTFTfATTGN FnA WODO CONSTRUCTION PACING 24.0" TYPE spec J -4 9 9 LOT 1-164 T15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER_PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED SLOG, NOT LOCATED WITHIN 8,50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 7'6" 11 4X5(R) - - X44X R) T T 12 1.5X3 >1.5X3 m p 6 p o 3X5(DS) m 4X4(A2) Q= 3X7 3X4 3X7 29'8" �-2 29'8' Rv-1224# U-630# W-3"8 R-1091# U-480# TAG = T38 SEQ = 9 791 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES- 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2449 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 20 .0 PSF REF (�� )(IMPORTANT)( SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION. AND ( \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �r� T Qct TC OL 7 •0 PSF DATE 12121198 \n �A\U FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE iF�r \,\\'\/� ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 6AA223 9 .� 8C OL 10.0 PSF QRWG AAA6.OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0.0 PSF S CONNECTORS PER DRAWINGS 130, 150 i 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 6 TA T E OF CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDA TE (7/1/91) FCR PROPER IORiC♦ TOT T.LD. 3 7 .0 PSF DSA LEN. 290800 BEAU ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. A COPY OF THISCf �� uA' OUR.FAC. 1 25 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS TION CONTRACTOR.NATTONAI nFSIGN SPECIFICATION FOR_ N TR T N `^CU SPACING 2A,O" TYPE spec J b: -4 9 LOT 1-164 T16 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. RECOMMENDED CAMBER 5/8" AT MIDSPAN BETWEEN BEARINGS. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ONLY. DO NOT USE WITH PLASTER CEILING. Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 20'8" - -� 4X5(R) 3X4 3X4 1,5X3 T � 6 12 1.5X3 (A) (A) 0 v v c m 4X4(A2) Iv '1"2 L= 3x7 4x4 3xio 1.5X3 29'8" �--2' r 29'8" ----� Rv-1234# U-620# W-3"8 R-1081# U-5000 TAG T35 SEG = 99787 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV, 18.2c4 SCALE =0.2449 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 T C L L 20 .0 PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T Rn_ TC OL 7.0 PSF DATE 12/21/96 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p1111"O O D'ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM WIREMENTS. UKESS OTHERWISE INDICATED, TOP �A A2319 !A BC OL 10 .0 PSF D RWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T 0 .0 PSF S TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -_ SEE `TAT`0': T OT.LD. 37 PSF OSA LEN. 290800 CONFORM M/APPIICABIE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 6� to tO, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION..FURNISH A COPY OF THIS G} 'rr "u r'`e UR,FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. Sr�ED E 't 1991 NATIONAL DESIGN,5O F A7 ON F R MO N TR TI N SPACING 24,01, TYPE comn Job: -4 9 9 T 1-184 T17 THIS OWG. PREPARED BY TH ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N1 Dense : T2 2x6 SP #1 N: : T3 2x6 SP M2 N: 100 MPH WIND, 15.00 FT MEAN HOT, SBCCI, BOT CHORD 2x4 SP Y1 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 :W6 2x4 SP N2 N: WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MS HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. Bd NAILS & 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY JACKS HAVE NO WEBS. ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7 22 8" � 5X12 X4 4X5 3X5 4X----A u 56 I 12 (A) r7 M 0 6 � o m M m lm 4XB(B3) j�I_ v= 'i"c 1.5X4 3X10 3X12 HS2512 3X3 29'8" �-2 29 8" 7' 22'B" Rv-22450 U-107010 W-3"B R-2264# U-10300 TAG = T15 SEQ = 99782 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= i TOTAL= 1 REV. 18.2C4 SCALE =0,2449 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/21/98 TC LL 20 .O PSF REF r��< (� **IMPORTANT** SHALL N0 BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN t� T pn. TC DL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP j231A BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSSAND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O•0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING __ SEE ET.i E OT CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER cpR1O� TOT.L D. 37.0 PSF 0/A LEN. 290800 � �� 1 .25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �js ' ."°'���((. DUR,FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IFAED E '1 Yw m° 01 1- T—TMIll NOS " 1991 NATIONAL DESI N SPECIFICATION FOR WOOD CONSTAVCTIN SPACING see aboveTYPE c o mn i Job: -4 99 OT 1-184 TIS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP M2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP M3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. WW IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS, THE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION, i �--} 3'10"12 2'11"14 —2'11"14 3'10"12 - -1---'° 4X4 N 129X3 3X3 N 6N 1u 3X6 m 3X6 u '1"2 6'10"6 �--- 2' a 10°B T 2 ---� R-101plf W-6'10"B TAG = T23 SEG = 99749 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES- 1 TOTAL- 1 REV. 18.2c4 SCALE -0.5850 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 20 .0 PSF REF **IMPORTANT)()( SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T $� TC OL 7.0 PSF DATE 12/21/98 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Irl" ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �A j23'g� 'FlA BC OL 10 •O PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130. 150 g 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE a T A T ECT W TOT.LD. 37 .0 PSF 0/A LEN N. 81008 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPS. AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/917 FOR PROPER it'"A 0R 10'��^' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cf ""o'� �.(4:: OUR.FAC. 1 •25 IN ONLY, AMC) SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 's"lc,._O ET,I(jt TPI --TRUSSPLATE N NATIONAL DESIGN SPECIFICATION F MCONSTRUCTION SPACING 24.0' TYPE comn -4 9 LOT 1-184 T19 THIS OWG. PREPARED BY THE_ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP M2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4'5"4 4'5"4 —i 4X4 M 12 D N E1 fV m 2X4(A1) 2X4(Al) vT B 1"2 1 1.5X3 8'10.8 �—2' 8'10.8 2' -� Rv-4480 U-2900 W-3" Rv-4480 U-2900 W-3" PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV, 18.2c4 SCALE -0. 850 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 2O . PSF REF t *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANV ARNING IN HANDLING, ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT Rte. TC DL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE i",�ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP cA A231g� Ml� BC OL 10 .0 PSF DR W G A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A t A E E O F r TOT.LD. 37 .0 PSF 0/A LEN. 81008 CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER �.� 'OR' G' Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f ��� A"o��"�x{c`" OUR.FAC. 1 •25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. S S eD E SPACING 24.0" TYPE Comn ■--TP - TR PLATE N NATIONAL NSPECIFICATION FOR WO NSTR T N Jo 8-4 9 9 LOT 1-164 T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. i 812"10 --8'2"iv 4X4 v v 12 c 0 6 p v � 3X3 3X3 �^ 3X6 3X6 v= RI R --08'1"2 3X4 19'4" 2 19'4" 2' ----� R-98plf W-13' Rv-3910 U-4500 W-3' TAG = T5 SE? 99776 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV. 18.2c4 SCAL =0,3299 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/96 TC LL 20 ,0 PSF REF )(*IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN t, T per_ TC OL 7 .0 PSF DATE 12121198 ^ FAILURE TD GUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °t 423 A BC DL 10.0 P SF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ii T E" CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/!/91) FOR PROPER q 40A la' TOT.LD. 3 7 •O PSF O�A LEN. 190400 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY Of THIS ��',j c�`'> gyp s`•• OUR.FAC. 1 . 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. SID � 1 %--TP - TRUSS PLATE NST T N • 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONST2LjLLQ. SPACING. 24.0" TYPE c o m n -4 99 T 1-184 T20A THIS DWG. PREPARED BY TH ALPIN B DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x6 SP #1 Dense 2 Complete Trusses Required WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0-g-nails) LOAD CONTINUOUS LOADS LOAD CONC. LOADS TOP CHORD: 1 ROW @ 12" o.c. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BOT CHORD: 1 ROW @ 5" o.c. 0 T 54.0 54.0 0.0 15.0 0 B 2264 9,1 WEBS : 1 ROW @ 4" o.c. 0 8 20.0 20.0 2.0 15.0 0 B 1081 11.1 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 0 T 4.0 4.0 0.0 2.0 0 8 1091 13.1 IN EACH ROW TO AVOID SPLITTING. 1 B 1.8 1.8 2.0 15.0 (1) 1/2" bolts MAY BE USED FOR (2) 0.131x3.0,9 Sails ON 1 T -87.1 -87.1 0.0 2.9 THE BOTTOM CHORD ONLY. 1 T -39.0 -39.0 2.9 8.7 1 T -87.1 -87.1 8.7 11.7 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** 1 T -87.1 -87.1 11.7 15.0 100 MPH WIND. 15.00 FT MEAN NGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, 3'4" ----� 4X4 4X5 3'15 3X4 12 m N 12 N UT B N In .. m F1 iD N m m 2X9(A1) v� Li Li 5e �8'i„2 2X6 5X7 2X3 13' �-2' 13' 7'0"12 2' 2' 1'11'4 226J# 108 # 109 # Rv-2184# U-1030# W-3"8 Rv-33350 U-1540# W-3"8 TAGT21 TPI95 TPI-95 (STD) QTY= 1 PLIES- 2 TOTAL= 2 REV, 18.204 SCALE =0940081 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/2198 TC LL 20.0 PSF REF n� )(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ^ \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T pn_ TC DL 7.0 PSF DATE J2/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE tpt t�tT-�4 ((�\\ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP " 423 9� �� BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8RACE0 WITH PROPER ' TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD yt ; BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE Att os" t T 0 T.L.D. 3 7 .O PSF 0/A LEN. 1 3 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91! FOR PROPER "�" 0q t0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f t h n�� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, STFn,r Et -__re. - 1--c1ATa ?N TTTUTF NOS " 1991 NATIONAL DESIDNSPECIFICATION F R WO STR T N �'�C SPACING see a b o v e TYPE c o m n Jo 8-4 9 9 LOT 1-184 4 T21 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WINO TC DL - 5.0 PSF, WIND BC OL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2,00 PSF SOFFIT LOAD, 11"6 5'11'6 4'11"6 1'11"6 1'11"6—+ --- 4'11"6 5'11"6 !1"6 4X4 1.5X3 1.5X3 1.5X3 f.5X3 0 0 12 U) 6 L'.- n n7 3X3 Tv 1.5X3 3X3 m 3X14 3X14 1.5X3 1.5X3 it'i 13.5 10,1„2 12 1.5X3 4X5(R) 13'9"B �--2' 6'10"12 i 6'10"12 2' —� 13'9"B Rv-631# U-360# W-3"8 Rv-630# U-360# W-3"8 TAG _T9 SEG = 99845 PLATE ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES- 1 TOTAL- 1 REV. 18.2c4 SCALE -0,4291 ALPIN*IMPORTANT)((SHALLENOTGBEE RESPONSIBLECFOR ANY WARNING INUSHANDLINNGUIREERECTION EXTMELAND 12/21/98 TC LL 20 .0 PSF AEF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS DESIGN EST per- TC DL 7.0 PSF DATE 12/21/98 V(V\V FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE —s9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 If BC OL 10 .0 PSF DRWG \\\\ A418 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER UTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A T A T E 9r^ CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �'40A% �aCY TOT.LD. 37 .0 PSF O/A LEN. 130908 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYMALI APPLICATION. FURNISH A COPY OF THIS �'j ��r . DUR,FAC. 1 . 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, SIFAfD E1 - - _ . .— n�.1. TueTTT­� Nne . 1991 NATIONAL DESIGN..SPECIFICATION FDA WOOD CONSTRUCTION SPACING 24-0" TYPE e o m n Job: -4 9 9 T 1-184 T22 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 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, LOCATED ANYWHERE IN ROOF, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC OL 5.0 PSF, ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, i 6'10"12 6110"12 4X4 m 12 m m 6 m N 2X4(AS) 2X4(AS) �T a 3.5 l 1 12 ^L 10'2"2 4x5(R) 13'9"8 �--2' 6'10"12 6'10"12 2' ---I 13'9"B Rv-631# U-360# W-3"8 Rv-630# U-360# W-3"B SER 99833 PLATE-ALPINE TPI95 TPI-95 STD OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALL =0.4291 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/21/98 TC LL ��. PSF REF (�`r )(*IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND • \� \\'vim DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �5 T Qpm TC OL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE w V !!p ALPINE CONNECTORS ARE MADE OF 20GA CONNECTORS STEEL MEETING ASTM CHORD SHALL . UNLESS OTHERWISE INDICATED. TOP cr 12 9 •� BC DL 10 O PSF DR WG A116 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 P SF S CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING-- SEE 2 TAT F 01 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <0Rv0� a TOT.LD 37 .0 P SF DSA LEN. 130908 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. fLiU7I5H A COPY OF THISCf *ter p""' OUR.FAC. 1 25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY.OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, ST�AC) ET,�jS .__Tn. - 1.1—n,ATF T TTTlrTF NDS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTAUCTIOI:N SPACING 24,0" TYPE come J b: 8-4 9 9 T 1-184 T23 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP k2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WINO 8C OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O,C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6'f0"12 6'10"12 -—� 4X4 12 6 (7 rn rn m rn m m [U 2X4(Ai) m 2X4(AS) v� Q 3.5 12 1C 4X ) 13'9"B 6'10"12 -{- 6'10"12 13'9"8 Rv-510#( U-2200 W-3"B Rv-510M U•220M W-3'8 SEG 99837 PLATE—ALPINE TPI95 TPI-95 (STD) QTY= 5 PLIES= 1 TOTAL= 5 AEV. 18.2c4 SCALE :0.5479 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 12/21/98 TC LL 20 .0 PSF AEF )(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cJ T pp, TC DL 7 .0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE tr tcr_�9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °A 423 9� �'� BC DL 10 .0 PSF DRWG O� A446 GP 8 EXCEPT AS NOTD. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER E ' TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 G IBOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-' SEE AT A Ta 0r CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER 4, '.o• TOT.L D. 37 .0 PSF D�a L EN. 1 3 0 90 8 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �+''o�lr '."� �Q OUR.Fac. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, f`sT °El TOPS WATInNAL nESTGN SPECIFICATION FOR W N TR t N SPACING 24.0„ TYPE comn Job: (8-4996) LOT 1-184 T24 THIS DWG. PREPARED BY THE ALPINE OOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N SOT CHORD 2x6 SP 02 N WEBS 2x4 SP #3 LOAD CONTINUOUS LOADS LOAD CONC. LOADS *MXLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORXxx CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC BEARING BLOCKS: NAIL TYPE: 0.131x3.0 nails 0 T 54,0 54.0 0.0 13.8 0 B 578 1.4 BRG X-LOC #BLOCKS LENGTH/BLK #WAILS/BLK 0 B 20.0 20.0 0.0 13.8 0 B 578 3.4 1 13.500' 1 12" 2 f 8 1.8 1.8 0.0 13.8 0 6 578 5.4 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. 1 T -46.8 -46.8 0.0 3.0 0 B 578 7.4 BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. 1 T -38.8 -38.8 3.0 3.9 0 B 578 9.4 1 T -46.8 -46.8 3.9 6.9 0 B 578 11.4 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, 1 T -46.6 -46.8 6.9 9.9 0 B 580 13.4 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. 1 T -36.8 -38.8 9.9 f0.8 WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. 1 T -46,8 -46.8 10.8 13.8 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �-- 6'10"12 6'10"12 4X5(R) 12 3x5 3x5 rn rn rn � m iY1 3X10(83) X10(83) m `I 2X7 573 9.8 2X7 13'9"8 578# 578# 578# 578# 578# 57B# 58B# Rv-2366# U-1050# W-3"8 Rv-2708# U-1200# W-3"B PLATE-ALPINE TPI95 TPI-95 (STD) OTY- 1 PLIES= 1 TOTAL= i REV. 18.2c4 SCALE -095479 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REWIRE EXTREME CARE 2/21/98 TC LL 20 O PSF REF )(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTIDN AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN �r� T per. TC OL 7.0 PSF DATE 12/21/98 \\\ FAILURE TO BU ILO THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p IF11c-W\\1VnV ALPINE ,TO ARE MADE OF 20GA GALV, STEEL MEETING ASTM GUIREMENTS. UFLESS OTHERWISE INDICATED, TOP ��'qg g� i+� BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER l/ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 807709 CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130. S50 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A T AT 9 0'F^ CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER <OR10, TOT.L0. 37 .0 PSF 0/A LEN. 130908 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF HIS �� o"�` OUR,FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. --- -^••^^ ^•••- ••-••.,,.c unc "oaT NATIONAL DESIGN SPECIFICATION FOP M N TR TI �'��U SPACING see above TYPE spec J ob: 8-4 9 9 6 LOT 1-184 T25 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM PROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N SOT CHORD 2x6 SP #2 N WEBS 2x4 SP #3 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, 0 T 54,0 54.0 0.0 11.9 0 8 264 0.7 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. 0 S 20.0 20.0 0.0 11.9 0 B 300 2.7 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. 1 B 1.8 1.8 0.0 11.9 0 B 300 4.7 1 T -77.4 -77.4 0,0 5.9 0 6 203 5.7 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -77.4 -77.4 5.9 i1.9 0 8 203 8.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5'11"4 5'11"5 4X4 1.5X3 12 4.24 p 1.5X3 in in N N 2X7(AS) 2X7(AS) M QI B 3X� 10"9 11'10"9 -� 2' -----}�----2' 2' ---�}- 2' - - } -3'1"13 2841# 3001# 3001# 2031# 203* RY-1268# U=560# W-3"8 Rv-9001# U-400# W-3"8 TAG = T32 SEO = 99S02 PLATE-ALPINE TPI95 TPI-95 (STD) OTY- 1 PLIES- i TOTAL= 1 REV. 18.2c4 SCALE -0,6 15 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/21/98 TC LL ��. PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND ( \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T Rn. TC OL 7 .0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE a Ir lo, ALPINE CONNECTORS ARE M10 .0ADE OF 20GA GALV. STEEL MEETING ASTN GUIREMENTS, UNLESS OTHERWISE INDICATED, TOP °4423 9� A BC OL PSF DRWG A445 GR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER r \\\Vv\\)V TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORO 8C LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE F T AT E P.r C CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPER v�R[ORl�' ITOT.LO. 1 .25 1�7 CO PSF Q�A LEN. 111009 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cc•4` DUR.FAC. 1 •2 5 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, -tot . TPIIaC PI ATF INSTITUTE. NOB!.. NATIONAL DESIGN- PE F ATION FOR M CONSTRUCTION N `'cU SPACING see above TYPE spec J b; (8-4996) LOT 1-184 T26 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 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, CONTRACTORS WARNING: ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3'9"13 3'9"13 4X4 12 4.24 p m m m m 2X4(AS) Q B 7'7"9 7'7"9 Rv-2820 U- 00# W-4"15 Rv-282# U- 00# W-4"15 TAG = T30 SEQ = 99891 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV, 18.2c4 SCALE =0.9555 �fALPINE ENGINEERED PROOUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 20.0 PSF REF *IMP 0 R T A N T** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e� T TC OL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '11���C n� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °t 1? 9r A BC DL 10.0 PSF DAWG U A445 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 S60A-F. DESIGN STANOARDS MITH PROPERLY ATTACHED RI6iD CEIIING- SEE 5 TA T E c-F CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <ORtO' TOT.L p. X137 .0 PS'F O�A LEN. 91009 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS orf �Rr n r�"�4; OUR.FAC. + .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. STAy�,� Ejte"' "T[O u -• ,.e ,.c...,nr unc rppl NATIONAL DESIGN SPECIFI AT N FOR MCONSTRUCTION SPACING 2 4.0 TYPE Spec .1 -4 9 T 1-184 7 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT 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, LOCATED ANYWHERE IN ROOF, REACTION OF 154.97. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 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" O.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-155# NAILED 11'7"6 i m m 0 0 m 12 m 6p m 2X4(AS) QI 8.1„2 7'1'8 �2' T 7, Rv-4140 U-240# W-3"B Rv-69M U-2000 NAILED TAG TE-ALPINE TPI95 TPI-95 (STQ QTY- 12 PLIES- 1 TOTAL- 12 REV. 18.2c4 SCALE -0,6344 ALPINE ENGINEERED PRODUCTS, INC,OR ANY WARNING TRUSSES REGUIRE EXTREME CARE CTION AND 12/21/98 7C LL 20 .0 PSF REF e D VIIIPORTANESIGN ORATHESELL T SPECIFICATIONS,BE RESPONSIBLE FOR ANY BRACING. SEE NING IIB-91 BYOTPI, SEER THIS DESIGN T eTC DL 7.0 PSF DATE 12/21/98 FASLURETOBUILD THE TRU55 IN CONFORMANCE NITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p111c' .1\\\ ALPINE CONNECTORSARE MA OE OF 20GA GAL". STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP A2319 M,.. SC DL 1O .O PSF DRWG \\\\\\VV\\\) A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, 80TTDM CHORD BC LL 0 •O PSF S CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE f T T E 0'F CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '1 <OR10*a Q, TOT.L D. 3 7 .O PSF 0/A. LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C,�7��r ."p N� OUR.FAC. 1 .25 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. sES Nn5 1991 NATIONAL DESIGN SPECIFICATION FOR N TRU T1 N SPACING 24. TypE spec J -4 9 96 T 1-184 J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N2 N BOT CHORD 2x4 SP N2 N WEBS 2x4 SP M2 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 EDGE. REACTION OF 96.74. WIND TC OL - 5,0 PSF, WIND BC DL - 5,0 PSF. CONTRACTORS WARNING: ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD, 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" O.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-97A NAILED i 10'7"6 m m 0 0 (V 12 (V 6 p 2X4(A1) 4.3 B,1„2 5'1"8 ---� �---2' 5 Rv-350N U-230# W-3"B Rv-43M U-200# NAILED TAG = T24 SEO = 99878 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL- 2 REV, 18.204 SCALE =0.8002 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIR6 EXTREME CARE 12/21/98 TC L L 20.0 PSF REF )()(IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n J \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e� T Qq. TC OL 7.0 PSF DATE 12/21/98 FAILURE.TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE no ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP cA4223 l� BC OL 10 .0 PSF DRWG A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF S CONNECTORS PER DRAWINGS 130, 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE f T A I E°'f W CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER : l Gq t0' TOT.LO. 37 .0 PSF 0/A LEN. 5 IN ONLY,THIS ANG SHALLNNOTPBEIES TO RELIEDTHE UPONO INDNENT ANY OTHERCTED WAY.HERE DESIGNDRYWAL`TOPTHECTRUS ERECTION CONTRACT CONTRACTORISH A COPY OF ?HIS c�sT�Eo°E t a OUR,FAC. 1 .25 FT - --• -^••^-� ••s +•c**+.•c unc Ip°I NATroNAL DESIGN SPEC IFICAT NFO N TR T N SPACING 24.0" TYPE spec J b: -4 99 LOT 1-184 J3 THIS DWG. PREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT 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 EDGE. REACTION OF 24.36, WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 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" O.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-24# NAILED 9'7"6 m m 0 0 12 6 � 2X4(AS) IT B'1"2 3'1"S 2' 3' ------{ Rv-30i# U-220# W-3"S Rv-16# U-200# NAILED PLATE-ALPINE TPI95 TPI-95 STD QTY= 2 PLIES- 1 TOTAL- 2 REV. 18.2c4 SCALE -190833 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/21/98 T C L L20 .0 PSF REF IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND . A \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e� T TC OL 7.0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB 8Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE n FT ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM WIREMENTS. UNLESS OTNERMIBE INDICATED, TOP az31B� �� BC DL 10 O PSF DRWG U AI<B OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF S CONNECTORS PER DRAWINGS 130, 150 t SBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE AT Ar F Os , CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .�' <Op10 Q, TOT.LD. 37 .0 PSF 0/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �} h ,NO. DUR,FAC. 1 .25 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `SlA,_D ETl TOucc Oi ATF TNSTTTUTF. NOS • 1991 MATSPACING 24.0" TYPE spec JD -4 T 1-184 THIS DWG._PREPAPED BY THE ALPINE JOS DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N AN UPLIFT REACTION OF -180# OCCURRED ON A ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 351,13, CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, T T 8'7"6 m 2X4(Ai) 1h 0 0 M v 12 6 p 8'1"2 i 2' r 1• ----� RV-396# U-290# W-3"B Av-RR*180#-20MIL4KILED TAG = T26 SEQ = 99887 PLATE-ALPINE TPI95 TPI-95 STD QTY= 2 PLIES= 1 TOTAL- 2 REV. 18.2c4 SCALE =1 .5830 ALPJHE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC L L 20 .0 PSF REF *IMP 0 R T A N T** SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND . n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY GRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S T qTC OL 7.0 PSF OA TE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CDNNEC70AS APE MADE OF 200A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��g231g� i� BC OL 10.0 PSF DRWG A446 OR B EXCEPT AS NOTED_ APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC. LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 i 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIG10 CEILING-- SEE �T AT E Pr CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER T��'Lrr<dq 10' 'Q, TOT.LD. 37 .0 PSF O/A LEN. 1 SEAL ON THIS DRAMING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS "o DUR,FAC. 1 2rJ IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. sT�� ESS - -- -- �. .....�... eocrtrTrATTnN FnR WnOn CONSTRUCTION SPACING 24.0" TYPE Spec J b: B-4 99 OT 1-184 JHI THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 AN UPLIFT REACTION OF -135# OCCURRED ON A THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. REACTION OF 692.32. 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 DL - 5.0 PSF. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS, CONTRACTORS WARNING: Q�q ATISPECIFICILOCATIONS PARTTICULAR BEAR CARESUPISPADVISEOI 1?TN�#LOARASILED INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 371 2X6 .•1 11 7"10 3X5(R) 1.5X4 m m o 4.24 2 n1 m m 2X4(A1) QI "2 10'0'5 --- 1110'10 9'10"13 Rv-450# U-250# W-4"15 Rv-340# U-310# NAILED PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV. 18.2c4 SCALE -096363 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/21/98 TC LL 20 .0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ca T T C OL 7 .0 PSF DATE 12/21/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 1 23 9� �� BC OL 1 0 0 PSF O R W G R © A445 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF S CONNECTORS PER DRAWINGS 130, 150 C 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S Y AY[Os CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER °. 4ORtO` `' Q, TOT.L D. 37 .0 PSF O/A L E N. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C cis "''♦4 `� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, 's,Al of l n ^- - - ^•.+^ ••�••+•.c une 1004 NAYMNA, nFs1GN SPECIFICATION FOR WOOD_ N TR T N SPACING see above TYPE Spec .3.d qZ gga Qvo61 uQ�IN �0 3S aje S�o�°a� wtis pW sd p n>>e°ba to O �+�dn OZ11 t)aLZd �oNpoe� d�� aoo°p moo P $ JM pal��el5�,pal S�3N�p +fan Oggdp�y� do0�� s 3aStZ)°tm o4g' g�tiy gg4 .(�!°'�aep�� lob N�+� a Z 0 0 , yoe OCO � g u>+M�+eN� _ o�.�ujOd )v�seaa d'Cam��� o> N'�da4_ t,\ g41 gZ�gl °o p9ti�' �dp�ai %' �is�ag8dp dy�i,--- pp5 Og5 pas o, p\d� dN s�o��a�N�Z� 6a1 ssn y dN ; Za���i�s �����► .� d� sod�lo Sod ,V\io oda dp�a� s>4� v 00 ZSSW. vo 6a1lzldp�d� v N�s°d dlN ss�al 101 �d awog isaM�$4�� °'�'eoa°.�pn'�s �O`1Nd�1H��s39 n�l , �avvo0 a�4 o `ONaUu00 S'S n5 t°S`11 O�rect,O StU oe�t�Ori t�►'Ss laeS-�ON,�HG; G��pCH t°potable G°r post AZLPN Stud OV%e or �pp4 on � O� 1.184 W S s pate C° V �vus P ;NIP � post N 6 G°°°est\°n � �Pt t21�p on Pflst Mho k� pts p\C 4 P VP�t�t. dight Pt-t'.`RSG La NGpL\. �NI P �Pp p�ptGPt" inter p �N�R•' !NP�G cuSs yep Z6p NP<21 p,83o<i G P SP83pts '� p R coo. 8814 88p 3 RR pG/ ptNGp�� p,GP� With 4" Zt• 19 63p �0 l2�p' ssas to Db, P µGilt-v\"R PQ�nt.""C oe"aar\tN With 8"1pd c°m. 1� 1p8p c81p aodet each bea0a9 es at 2 o.c 5 4 56 S F Studs lMin.l Z0'\o t lot toss p\30A Gwr-,y X28 L81p o�2�No.2 p P\\°t 8 SpGP83 ER'S d Osta\\t`r► aPac`ty Al 8d col", R Phi Q(H P 8p is indite \ate at 82, O.C.lG 88 w� ete IPGPI d°Ub\e P p�2 t1P\�i��B .�ypica\'•�pPA a aGtty. 81c3#: 1D� ��SZ Up\�K GaP Gapactty NGp�ua R 2p t}P\tft ©t SimPS ect0ts ate.SEMG P\\ l 1 � _�E. -A I -A -A d:> -A -A -A -A � � r \ O NN Vol lsp� ;zA co Z;r .. C-� N t-) CT o o O O CP ooN to — 0 -10 zoo Ln 0 CO C\\ 2 `a _y a m N ti tp (p 'lop -10 (P CD tp oo Alp. to, 'o 1p 0 llp_ toco T B :stcon, Inc. 11/07/98 Lot 1 Blk 184, West Atlantic Beach Design Based on 1997 SBCCI, Section 1606 Roof Pitch : 8/12 Mean Roof Height( ft ): 16 Wail Height: Varies Velocity Pressure (psf): 20.82 Wind Speed(mph) : 100 End Zone Length ( ft ) : 10 Wind Front to Back: Transverse Right Sidewall : Length of Load Area -25.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 10 8 1.35 20.82 1124 First Floor Wall 3 8 1.1 20.82 275 First Floor Wall 12.25 10 1.1 20.82 1403 Roof 11 3.75 0.9 20.82 773 Roof 3 8.5 0.75 20.82 398 Roof 12.25 7.5 0.75 20.82 1434 Shearwall Length: 13.5'+15=28.5' Total 5407 Load Shearwall 1 Unit Length Shear Unit Shear: 5406.8 28.5 j 189.7 plf 1st. floor I�SW w/(2) TPP4 Left Sidewall: Length of Load Area - 25.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 10 8 1.35 20.82 1124 First Floor Wall 15.25 8 1.1 20.82 1397 Roof 11 3.75 0.9 20.82 773 Roof 15.25 9.5 0.75 20.82 2262 Shearwall Length: 25.5'+7.5'+11'=44' Total 5556 Load Shearwall Unit -7� Length Shear Unit Shear: 5555.6 44 126.3 plf 1st floor SW G /7 9 Jeffrey/Y. Hulsberg, P.E. (904) 886-2401 1 Bestcon, Inc. 11/07/98 Lot 1 Blk 184, West Atlantic Beach Wind Side to Side: Transverse Front Wall of Garage: Length of Load Area - 10.67' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 10.67 8 1.35 20.82 1199 Roof 11.5 8.5 0.9 20.82 1831 Shearwall Length: 3'+3'=6' Total 3031 Load Shearwall Unit Length Shear Unit Shear: � 3030.8 6 505.1 pif 1 St floor SW(3) w/ MTT28B Front Wall of Main Frame: Length of Load Area - 10.67'+15.83'=26.5' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 26.5 8 1.1 20.82 2427 Roof 26.5 8.5 0.75 20.82 3517 Shearwall Length: 4.5'+4.5'+15'=24' Total 5944 I' Load Shearwall Unit Length I Shear Unit Shear: 5944.0 241 247.7 plf 1st floor I SW(3) w/ MTS27B, PerF Jeffrey K. Hulsberg, P.E. (904) 886-2401 2 „Bestcon, Inc. 11/07/98 Lot 1 Bik 184, West Atlantic Beach Rear Wall of Main Frame: Length of Load Area - 15.83'+6'=21.83' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 10 8 1.35 20.82 1124 First Floor Wall 11.83 8 1.1 . 20.82 1084 Roof 10 4 0.9 20.82 749 Roof 11.83 8.5 0.75 20.82 1570 Shearwall Length: 3.5'+4'+3.5'+3.5'=14.5' Total 4527 Load Shearwall Unit Length Shear Unit Shear: F 4527.0 ' 14.5 312.2 plf 1st floor SW(3) w/ MTS276, Perf 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 t w OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach SPECIFICATIONS DATE: 12/2/98 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 1,Block 184,Section H,Atlantic Beach(Atlantic Beach,FL 32233) All Items may not apply.(Mark those either"In Allowance", "Owner Choice", Not Applicable"N/A",None. 1.FOUNDATION: Not Applicable-Monolithic Slab FOOTING-Concrete Mix or PSI:NA Slump:NA Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material:N/A If Concrete Block-Size:N/A Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A Depth:N/A ---TSpacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/A Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A --TSlump:N/A Width:N/A Length:N/A Depth:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A Vents:N/A Access:N/A Drain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A Foundation Insulation:N/A R-Value:N/A Found.Bolt/Size:N/A Spacing:N/A Termite Protection:N/A GIRDERS-Material:N/A Size:N/A Span:N/A COLUMNS-Material:N/A Size:N/A Spacing:N/A BMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 1 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 2.FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing:Fibermesh Fill: Sand Thickness:4" ___]7Size: 3'wide Finish&Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 7-siump.. 3' Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 8'x 10' Finish&Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/2'x 10"32"O.C. Location:At perimeter EXPANSION JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3.FRAMING: Framing Labor: Framing includes the installation of mud sill plates;rim joists;floor joists;sub flooring;plates;exterior and interior walls;ceiling joists;headers; rafters;roof sheathing;sub fascia and fascia;bridging;joist hangers;rough framing materials for stair jacks,treads and risers;collar ties;other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls;siding comers;interior and exterior decorative beams and posts,exterior moldings;windows;exterior doors(excepting the garage door);ventilation materials;furring blocks on concrete walls;bracing; stiflbacks;backing blocks;nailing blocks; framing for future recessed fixtures;kitchen and bathroom cabinet drops;deck posts;deck girders;deck floor joists and flooring;deck handrail and seating;deck staujacks,treads and risers. BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 2 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach Fmming Materials: Sill Insulation: Foam Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:N/A Size:N/A Glue:N/A Underlayment Material:N/A Size:N/A Glue:N/A Wall Sheathing Material:7/16"O.S.B Size:4'x8' Corner Brace Material:N/A Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies Rear) Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8 Flitch Plate Material/Size:N/A Bolts:N/A Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized Windows:8d galvanized Exterior Trim: 8d galvanized _J_Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists N/A N/A NIA N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BFMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 I n/98 CRC-022365 3 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents:None 4.VVINDOWS: Manufacturer/Style:KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms:N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5.ROOFING: Shingles Material: TAMKO Fiberglass Grade:20 year Fungus Resistant WeighVMckness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 159 Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing:N/A Chimney Counter Flashing:N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 4 OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement NIA N/A N/A N/A N/A N/A IstFloor N/A N/A N/A N/A NIA N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'4" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 1213/98 CRC-022365 5 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 8. INSULATION: Location Material Thickness R Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Masonite WW-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 6 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 10.INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock '/2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcom Texture 1/2"Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1/2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over "High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 4000-B St_Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 7 OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach 11. CABINETS,VANITIES,COUNTERTOPS,BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12.MASONRY: MORTAR MIX:N/A FACE BRIMSTONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted:Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only 13. HEATING: Gas Furnaces shall have an AFUE of 801/o or above. Heat pumps shall have an SEER of 10.00 or above and heating season perfomlance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name,Model, Size: Heating Brand Name,Model, Size: Heat Pump/Air Conditioner Brand Name,Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 8 OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach Evaporator Coil,Brand Name,Model, Size:N/A Thermostat,Make, Type: SECO Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style,&Number: CODY One-way throw-11 Grilles Brand Name, Style,&Number: CODY Flue Material: N/A FSize:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name, &Model:N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent: 4"metal Bath Vents: 3"diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY 14.PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private:N/A Disposal Field:N/A Water Supply-Public: City of Jacksonville Beach Private:N/A Pressure Reducing Valve-Make&Model:N/A Gas Supply-Public:N/A Private:N/A BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 9 OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/4" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO '/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 10 OWNER:NEEDHAM Lot 1,Block 184 Section H,Atlantic Beach Bathroom-Fixtures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/1162/A62W 1448LHP/H71/A H 72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521LHP/H22/A22 2521LHP/H22/ WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks,&toilet. Main shutoff @ hose bib on front of house Location, Soft Water:N/A Other BESTCON,INC. 4000 B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 11 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink Eljer CA 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81 V52DT 52 gallon electric Sump Pump Water Softener Other 15.ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches:Levington Receptacles:Levington Cover Plates:Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 12 OWNER:NBEDHAM Lot 1,Block 184 Section H,Atlantic Beach 220 High Voltage Wiliga Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage iring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12nm CRC-022365 13 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Han 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp 414 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp 414 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp 914 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 1213M CRC-022365 14 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 110 Voltage Wiring Detail continued : Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU I Dishwasher 20 amp 912/2 CU I Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER I Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim I Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound I Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound I Garage(front wall bracket) Progress 5846-11 I Front Porch(O/H) Progress 5805-11 I Kitchen Sink(0" Recess with open trim 2 BESTCON,INC. 4"-B St Johns Avmw,Jacksonville,FL 32205 123!98 CRC-022365 15 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 16.PAINTING: PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2:N/A Siding:Vinyl Trim:Vinyl Doors: Owner's Choice Windows:N/A Deck:N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats:2 Walls of Papered Area:N/A Number of Coats:N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Swiss Coffee L-4 Number of Coats:2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A Number of Coats:N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain,Finish, and Number of Coats Interior Millwork:N/A Paint and Number of Coats Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material :N/A Gage or Weight:NIA Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other BFMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 16 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 18, CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/T1LE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2"MR Sheetrock Grout: Owners' Choice Other 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets:2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: BMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 123/98 CRC-022365 17 OWNER:NEEDHAM Lot 1,Block 184 Section K Atlantic Beach 20.LOT GRADING and LANDSCAPING: Lot will be final jEaded for pEo2er drains Se after or near con letion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY:Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities, Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23.PORCHES,DECKS,GREENHOUSE:N/A 24. MISCELLANEOUS:N/A BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 18