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Permit 1090 Main St (vault) ' y JOB ADDRESS 96� �� TYPE NORM PROPERTY O WIVE �S�- TELEPHONE -�2Ve 7-11z7 CONTRACTM �s-TEu z) ,.- ,c i c TEL 'PHONE PERMIT NUMBER DATE _2-/- L S 5' INSPECTIONS.° FOOTTVG — , 9 _ 9 SLAB i' /,6-- TIE s TIE BEAM LINTEL NAJLflVG/SHEATHING FRAMING/COVER STP //2S / S INSULATION // FW.,a BUILDING CERTMICATE OF OCCUPANCY /-z/ -o a ELECTTuCAL PERMIT# EVSPECTIONS ROUGH FINAL /- 2/ a o -.arIrta MECHANICAL PERMIT'# INSPECTIONS ROUGH /blj� FFLVVAL PLUMBBVG PER1dLM INSPECTIONS ROUGH/UNDER SLAB � / X 7 TOPOUT WATER/SENER FINAL 1-7-1 -a b NOTES. BUILDING, PLANNINGAND ZONING INSPECTIONDEP.-LTTIVENT CITY OFA TL4NTIC BEACH, FLORID.- CERTIFIC4 TL OF OCCLT 4.11-CY WORDY SHEET �a�_ RecLes ec. OU—L1 ---- s /U 9 0CZva� - 1 -C e5 _ _CC_ __ ia _ .. . T Iz 17 ` rnCL1=?C as CU__: EEF-:PE ISSUING CERT7ICA OF OCCUPANCY T,--E FCLLOW1NG MUST EE CiMPLE7E -nc 1,2--, /cc, J�c &n.- ift-ra-ft of Mccupancu ( itu of Atlantic Ntar4 — Nlnribn 0tvattment of Nutilbling 3"Ovedion This Gerti/trate 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 Resident Bldg,hermit No. 18523 Group y.frame Type Construction Sia Fire District Atlantic Beach Owner of Building Bestcon, Inc. Address 910 Owen Avenue 1090 Main Street Jacksonville Beach, Bui 'ng Address_ Locality Atlantic beach, F By: DON C. FORD Building Official Date: s POST IN A CONSPICUOUS PLACE .r# `i ��// �fi�t�._� //CITY OF �//&o1` dia d3 -TW Office of Building Official REQUEST FOR INSPECTION ! —j c co IS7j-1 Date Permit No. --_._. Time A.M. Received PM. i Job Address Locality Owner's t Name Contractor BUILDING + CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp P61e ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ( ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. `� f Mon. es. Wed. Thurs. Friday i f? A Inspection Made __ ._._—h i_1 `� Inspecto, N '+ Final Inspection❑ icate of O_cn Date ccc 2 ,,, ,�C �f 0, .. cJ CITY OF 1. ` Office of Building Official m `o l REQUEST FOR IN PECTION 'J�}I te Permit No. I e A.M. eived P.M. &obdress v lily Owner's Name Contractor BUILDING CONCRETE LECTRPLUMBIN rammg ❑ Footing ❑ Rough Wiring ❑ Rough ❑ At, ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab RE INSPECTION Mon. Th;�>�(:FrdD. P��—�- M. Inspection Ma < — Ck� P.M. Inspector Final Inspection ncy Date LANT/C' y C F- Cl) F,ORIOP OF ADDITIONS or CORRECTIONS= D• NOT REMOVE JOB ADDRESS / DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 0A1 5i -7� 2 S 14- $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 to 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 BLDG p.m. Monday through Friday. LANl�c y � '��O RIOP OF ADDITIONS or CORRECTIONS� D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted ... /1? �, �' "—pP �7vim' $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 to 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. BLDG CITY OF > at-c Ve4d - 57&Ui e4 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: / 21 - .2006) 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 ��SZ3 /D 90 Sincerely, 6:27- Mt,� Building Department FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: ` \ kLl Flood Zone: x Required Lowest Floor Elevation: 1 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 othe laws or ordinances affecting the opo d development. qq Date j f Applicant's Signa Department Use: Required Lowest Floor Elevation (. As Built Lowest Floor Elevation 2 Survey Filed with Building Department Building Department Representative I I 5 ��� _ .8 3 i 2 TR I I T _ -------=------- - ------------------------ --- -------- 14 ---- --118 , Q ( 61 I 4 1 5 I 186 3 I I 1 T R2 SET 1 1 t ( ! ! p I I I I I 6 i 5 4. l T 3 I I i JAN 18 *00 16:14 CLARSON 'L1I0 11w MAP SHOWING BOUNDARY SURVEY OF LOT 2. BLOCK 184. AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK IS, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNIY,IFLOINDA. FOR; 9ESTCON, INC N 01 W f01t RICHT—OF—WAY L OF PMMMOM PLAT, NO EIEVATHAHS SHOWN Sr 8.8 AMD REFER NAIWNAL 0 C AL DATUM OF 1929. r L`.ER71 Lg T0: DONNA J. BULLOCK; CHASE MANHATTAN MORTCAOE CORPORATION; OLD REPUBLIC NA110NAL TITLE INSURANCE COMPANY; E �Er—, E � BLANKfNSHIP LAW FIRM, P.A. °� " 2000MAIN STREET (50' R/W) City of Atlantic Beach S01 022'00"E Building and Zoning 50.00' 70.0' A. CL K s, A 2 a W ' n W i. < #Q c4 F) o F . J ,A Z V, 7, r aaeans nFr 11.9• ,,s, A/CPAM :` !� i B L O C K 1 8 4 LOT 2 ae — oa• . 50.00' S01'22'00"E L O T 1 L 0 T 2 L O T 3 8 L 0 C K 1 8 3 FINAL SURVEY. 1-15-2000 NO •FOUND ALL IRONS FOUNDATION SUR ! 10-13-90 NOTE: FOUND ALL S E FIE1 Y CER11fY TWAT IRIS SURVEY. PERFORMED UNOF�R MY RESP0N81�E DIRECTION N[H:Ls LEGEND INE#WH TECHtNCAL STANDAR09 FOR LAND SURVEYORS IN A OROANOE TRTH CHAPTER 61017-6, W ro. cm#GR it MO WANT FLOMDA A019lNSTRAIIV!O=(PURSUANT TO lEOTION 47$.027. nARIOA STATHJT[S� AND FURTHER 0 1/2"FOWA IRON CERTIFY 11HAT 71811E ARE NO V1518L[ENCROACHMENTS UPON INC SWJECT PROPERLY EX%PT AS!MOWN, p I/2"SET MON to sit'. +T04 911b.DINC REST.lICTION UNE tLM eK tot gV*VM WOW N,PPWS TO UE rmx+ROOD /► Q� ���ww��w./��/����♦ ��++ R .CENTRAL ANC(E AS SGKEtI RM TMi f►000 INSURANCE IIA7[ CeS A1) /'7,.i�7Vv�ATES, INC. R .RkOKIS IdL �3S 1 43 NALDO AVE., JACKSMYRAL, FL, 3&W �, ARC LOWIln MMI,CorNWINty PANR ND.JIMS.. Doom ,OAT�O to-e0• CH CNoPo �- P.C. •.PbNT►Of CURVATUK SURVE7ED '3I:P MMB R 23 , 1997. o.r. POINT OF T,TwONcY r.R.a;, aF REvGTS[CURVE SCALE: 1' 20, R/ a P REOIS1Ep �A SURtiCYae B MAPOCII N0.410'� R/W FIELD BOOK 588 PaOFS .�� JOSE A. FALL JR. CRY'OMtift OMD= VOtUM 624 1 1 SUSVCY NOT VAUD V47HOUT BN9ASIEO UAVEYOR S MAIL ( TO MCE OF iG.) i Z •dam eR gytil oNTim�e�Jao�18•�,,5:02P :t a r.. _ ON( NOOlS38 NLO:9 10FIE of ue� J © +%t fir` CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All aoolications must be received by 5 P.M. on the (yONDALY prior to the sched&jled meeting ,n order Lobe plac d-Qn the agenda for consideration INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 1. SSC o,1.J I-c1 C, -63 14W cx APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTI N OF PROPOSED REE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: f'\IU3 �PSI(J pry c r� I 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION ) C( 5. 5. TOTAL NUMBER OF TREES TO BE REMOVED: J „ 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: t)Z 7. SPECIFY PROPIOSED 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 °[ J" 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 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: �. ANTS SIGNATURE ATE LZ�V-NERS SIGNATURE IDAtE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE June 14, 1999 City of Atlantic Beach Mr. George Worley Mr. Worley: Due to the cancellation of a contract for Lot 2, Block 184, Section H, we would like to inform you of a change to the plot plan for a site that has already been passed by the tree board. It is our hope that the minor change to the home on the approved site will not require another board approval. Please find both the approved&proposed versions of the plot plan attached. Do not hesitate to call with any questions. ncerely, &. urstl'j dre Construction Office Manager JAEKSNNVI[11'S IN-fill NNIIRfR! ZINREFE SHOWING )UNDARY SURVEY OF AS SHOWN ON MAP OF SECTION "H" LU ,' 2' BLOCK 1��4, N ATLANIIC 6EACH, CORDED 1N PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: REAL ESTATE GROUP OF THE SOUTHEAST E; N 01'22' W FOR RIGHT—OF^-WAY LINE OF IAAIN STRUT PER ABOVE MENTIONED pLAr, �" Oft LAROE72 AND ARE SHOWN THUS: 12" 0 M A I N S T R E E T (50' R/w) ,sS> 0W1 2'00E 70.0' 70 . 00 " � p`I V� z•'oti�V' S2D.D' 0 00 ro O gQ 0 a a qc O ' . 12'0 +8'D 7'0 Q 5 w NZ 0 °.o• 3,5' LQ V1 L O ry� 5 00 00 AT 2D eql " B L O C K 1 8 4 18 D ID`D 0 o s' LF 3840 L8 3672 N 01 °22'00" W 50.00' L 0 T L 0 T L 0 T 2 B L O C K t 8 3 a ,4 MLCiVDPD / /!- 9 S T* .5 A00A1 PlZbfo S&D D vV C—LtiNG MAP RENSED: fl-6-98 TO SNOW TREES THAT ARE 6" OR LARGER NOTE: ALL TREES ARE' OAKS. I HEREBY CER71 Y THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE C�+c►' MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPIER 611117-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, T'LORIDA STATUTES), AND FURTHER CERTIFY THAT • FCuD CONcnEtt woNuuENt THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. • 1/2 FOUND IRON 0 1/2"_SET IRON - LB 1704 W`LOo M , O NTRAL ANG E(D WTI)E CLA Li1L : THE LOT SURVEYED HEREON APPEARS TO LIE VATPoN FLOOD RSON ANO ASSOCIATES, INC. R RAgVs ZONES X AS SCALED FROM THE FLOOD INSURANCE RATE 1643 HALDO AVE.. JACKSONVILLE, FL„ 32207 fiL3TiR1E MAPS, COMMUNITY PANEL NQ 120075 - 0601 D DATED 4-17-88, PC POINT Of CVRYATUR[ PT PqN7 NC OF IANOEY PRC PCrN7 OF REVSRSE CURY6 SURVEYED_ JULY 30 , 1988. Pcc POINT OF CawPonum CURVE `(, cD. FOUND SCALE:_ 1" .. �0' R/W RIOIiT-or-WAY OFFICIAL RECORDS VOLUME REGISTERED SURVEYOR NO. X1487, FLORIDA 4-CA, Au LE ELECTRIC FIELD BOpK 506 PAGE �,�T JOSE A. HILL JR. Of Of). FTNCE('MTH TIES To rACV) SURVEY NOT VAUD WITHDVT EMSOSSED SURVEYOR'S SEAL, Received Time=Jan . 13 .— 4: 24PM JUN 14 199 23:29 CLRRSON 399 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 2, BLOCK 184F AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 16, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, FOR: REAL ESTATE GROUP OF THE SOUTHEAST BARING REFERENCE: N 01'22' W FOR RIGHT--OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. LEGEND W=OAK M A I N S T R E E T (50' R/W) A OF PAVG°MksN7� S 012200 50. ►- 70,0' v 520.0' Y 7• W N 00 9" N m .. C7 0 Q � a a • b 7- �N 0 za. b r �� 11,5 s-' N V) M 10' 12 � �' g' ►u V1 I nr' LLJ ,M / r+ ll_ Q Q .d V✓ O M 00 t o" 2Co,5 r 00 4 � 2 00 Z0'612L, PATtb ly:rd �j1 C\4,�PpE\�,cy ° B L 0 C K V1 l8 4 t° 101 a d LID "72 Le ae•e 0.5 o N 01 °2200 W ` Z 50.00 L 0 T L 0 T 1 L 0 T 2 3 B L O C K 1 8 3 -- 4MENDE—D 6o-/4. 99 7"0 5NQKl PROPOSED OWELLIA/G MAP REVISED: 11--8-98 TO SHOW TREES THAT ARE V OR LARGER NOTE: ALL TREES ARE OAKS. 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE INIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81017-6, FLORIDA LEGEND DMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT rOVk CON �TT WONUMtENf MERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, o ' ; TIR Tri17o4 8Rl ILDAC RE 1R G LINE D OENTpAL (DELTA) N'jE; THE LOT SVRvEYED HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASSOCIATES, INC. a RADII ARCIONES X." AS SCALED FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE„ CEN JACKSONVILLE, FL., 92207 EN LtpRUNE E APS, CtVA4UNITY PANEL �(Q�,'� - 0001 Q_ DATED 4-17-09. 1E PRC Pd� RSE''6AVE VCQ RCRIfi dOIAiOUND'CVRYE URVEYED JULY 30 1998. OU ' FD F HD.' ' Raw ,RIONi--QF-WAY CALE: 1 2O' 4.R:v,:OFt7p „ItE s'tiglalr4E P,E ED SURVEYOR N0. 4487, FLORIDA J.E.A. E1P114` ELD 600K 58fi PAGE 28 JOSE A. HILL JR; . X'.. � SEs to FAC£) SURVEY NOT VALID WITHOUT EMBOSSED SVRYEYOR'S SEAL JUN 14 199 23:29 CLARSON 399 P02 MAP SHOWING BOUNDARY SURVEY OF LOT 29 BLOCK 184# AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH. AS RECORDED IN PLAT BOOK 19, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: REAL ESTATE GROUP OF THE SOUTHEAST REARING,REFERENCE: N 01'22' W FOR RIGHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT. LEGEND =OAK M AIN S T R E E T (50' R/VW) A oy P�vEn�a�A�i7' S 012200 50. W 70.0' ° 520.0' w ° 7" 0 Ln a 0 9. cJ € I N 0 C.T Q .. x Z7- 4- ' b op N 7- IL ON rn " d 0 L ,z r7 2• a 11,5 co t LL12' Lij ° NJ� _c• `' 7 � .� yO ,�3: ' orQu O �` I- a ♦\LJW/J1 o rN 9 00 ,o' 2Gv.5 c J 00 � x1�N�E co --J Zo'SOL PA-T,b /S V B L 0 C K 1 8 4 Ie" ,0" e- coo L7 7' L9 30b L9 3872 05 n N 01 °2200 W 50.00' L 0 T L 0 T LOT 2 3 B L O C K 1 8 3 AMr—nrDr—D Co-14- 50 ro „S14ml PROPOSC-0 DWELLING MAP REVISED: 11--6-98 TO SHOW TREES THAT ARE 8" OR LARGER NOTE: ALL TREES ARE OAKS. 1: HEREBY CERTIFY THAT THIS SURVEY, PERFORMED U140ER MY RESPONSIBLE DIRECTION MEETS THE ff:F�-�.cA'n INIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER SIG17-6, FLORIDA 4Nn- DMINISTRATIVE CODE (PURSUANT To SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT o N FC�71 MONUMENT HERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, o la 7fONT7o4 SRL ILDwc RE 1R c TINE NO71 ; THE LOT SURVEYEO HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASSOCIATES, INC. ' °E"�'"` � LTAJ R RADIUS ONES X." AS SCALED FROM THE FLOOD INSURANCE RATE 18.13 NALGO AVE.. JACKSONVILLE, FL., 32207 ARC LEWA MnRU IE APS, COMMUNITY PANEL NQ 7 — DD01 D - DATED 4-17--89. PC Pl'��! af, URVAITVR,�E pn aa01 EqR iIERSE'•C1 vc PCC P T dF CO/IpoUND'CURVE SURVEYED JULY 30 , 1998. KO • t•'OgUNND'; RJW A10147 -ME WAY GALE: 1 20 O.R,v,•oFci�a „I7E S MDlaJ►�E RE ED SURVEYOR N0, 4487. FLORIDA J,[.A.' EI �fRf�" ELD BOOK 586 PAGE 28 JOSE A. HILL JR: �•.STM TIES To vACEj _ pf SURVEY NOT VALID WITHOUT EMBOSSED SURVEYOR'S SEAL Received Time—Jnn , 15 .-11 : 20AM AA1'_ //CITY OF riI�4a&- /3�- Office of Building Official REQUEST FOR INSPECTION Date ` Permit N ryf Time A.M. Received P.M. Job Address Locality Owner's Name Contractor 2 � �G�L— UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab E. Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ \ READY FOR INSPECTION Pre Fab M. ' Mon. Tues. Wed. Thurs. Friday P. A.M. Inspection Made / a — P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date Na 28855 CITY OF ATATLANTIC L A C BEFLORIDA NAME r� ADDRESS � CITY 7 Date: 91 ii Eel This Becomes anS� t When Signed, Dated and Numbered, Received Payment MEASURER MAKE CHECKS PAYABLE TO 1C BEACH, FLORIDA rlttY m: ATLANT p�LANTj�, F�1)RIOP OF ADDITIONS or CORRECTIONSE: DO NOT REMOVE JOBB ADDRESS /A DATE THIS JOB HAS NOT BEEN COMPLETED h following additions or corrections shall be made before the job will be accepted Ity ICS artf G &rA-,t N s7 jx oy youF S . Sl' 136 1410t67172 ° A_-r a'F 4-T Ct tr A3 daeu , O .r x.967- GrylAt&re •jN /-/1Nt. 21K . 14- MV O �5 1LL yjA!C#-OrtS GAA) MOS 6 n 6&)-r ©0 62 —M ISO<< Aq.,_141-F _ 80sr L-W E UP e3 trtt srQF S H r-_c M.U.S M�_6 LO r2-* ,f-t' r5-L G e-TIV o f 2c04? w tfaAr- L r_.Ss TOAD PAI (( (( FAom 2F_r o 2 tu-w6 C.L & 0. ds. $15.00 REINSPECT FEE ox morOs T-F- It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B o 1 CITY OF� + 1 �9 f/ �?�1emt a A&" 49laxid� � Office of Building Official �`�� Q � REQUEST FOR INSPECTIO l Val, j Date___ j � c/ F it No. Time A.M. r Received ____/" Joh ess Lo ity � Owner's y 7 Name Contractor _ 9UILDIN CONCRETE LECj$lGlil�-~ WMBING ECNANICAL } gFooting 0 Rough Wiring Rough 0 Air C nd.& Re Roofing 0 Slab Q Temp Pole J Top Out Heating Insulation Lintel U Final U Sewer Fire Place CJ READ NSPECTION Pre Fab M. Mnn. Jan Tues. ThursA.M. . F' �y L P. . $ t Inspection Made it� �!_" rr PM. Inspector Final Inspection D Certificate of Occupancy E Date _� TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address f 90 g/ / 090 tears . Phase update amour records accordingly. hank o �I3IiiG CLERKh� CITY OF ATLANTIC BEACH /vcb CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT pER11i1T'INFORN CQI!t " LOCATIOWIIVFQ1 Permit Number: 19081 Address: 1090 MAIN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 17 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 184 Section: S uare Feet. Subdivision: SECTION H 4 Parcel Number. BK.2,P.184 Est. Value: 67,600.00 Improv. Cost: :. "QWI�LE1�11{�EOR _ Date Issued: 11/03/1999 Name: BESTCON INC. Total Fees: 65.60 Address: 910 OWEN AVENUE Amount Paid: 65.60 JACKSONVILLE BEACH, FL 32250 • Date Paid: 11/03/1999 Phone: (904)246-3747 Work Desc: 2/O COND 150 AMPS ALUM; 150 AMP SW/BR 1 PH 3W 240V; A/C 30 AMP 10KW —XP gra DYNAMIC ELECTRIC COMPANY~ PERMIT 65.60 i I II - 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. $65.6014 Date: 11/03/99 01 Receipt: 0008524 AT— ANTIC BEAC BUILDING EPT. 88100003221000 1654 NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER EACH SIGN FORWARDED TOTAL FEES �- d • ��J��d t�5e eta\\�o. � � F�� e eco, P`teai�n9aoe Ole tae PPS. 4l ac\ot Of t►���+"��0 �� ��� r Oave e. 0 a R�ttQQo� (G<`t'�G� (rum at,C at c`t ,NSpE ,tPecet�e `���dtes Pll� F`na `a�e P�. \\nePec\o\or"- S� �O O� tt No U,o GAG C1 P� ��na C`Ga\e �oo��n� P� fed. Gets et vems O�a�e 5 oe\ Da\e y, ©� �GNpNiGp1. `; FtaeP000O - dues. f) Date Gond,& P 5u\a U Sime d 0 Reae�ve Gonua°tOt p\33" 1N� C Nea1�P ace Address G�R1Gp� �,' RoP Out C Ile pie Fab M. ion' Daae JrjJ Jab �`0 9hw,\i;n9 Sealer P-O- GG�GPEvE net's ' G RjernP P°te Fc;da1 McPec\otjf' Name G FpOtin9 F`na \NSpEcv,atA INV$. �VA.p1N `t bet REpoy fo via, o_ \Ned. N.O. Re Roo G ec c PpA. <ron C-1 FinaitnsP ccuPan y tnsutat�a � of O Tues /� . v Gertit;cate Mon' CJ Date tnsPectkon Made MsPector GF r1Y p4�li�'"" p�r�rar � gurrdrn9 C�\pN � p{trce FpR\NSPE aEQUfGS petm�t X-OGON y 7 DO c d_ NoeNed /1 (.� c°nt cto� p�N16�NG Neat�p,aoe d re s s Out pte see1 PM s �RE�E AonO poe �� Nan a cpt3 na `pN Fi,daY � iNsp� '(hers. slt'G R�,v Framm9, C Unte� PJM. Re Aooi'lo9 "Ned. pM. ,tion tnsu�atro F;nat,nsPe Tues. ceOloo'%e of OGouPan°y ' pate Made \o9edwn ,nsPeGtor x CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 q i' y�' c,, . y,kERNI 'f RNFATC[EI!t .. jpi. Permit Number: 19D57 Address: 1090 MAIN STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 17 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 184 Section: Square Feet: Subdivision: SECTION H Est. Value: 67,600.00 Parcel Number: BK.2,P.184 Improv. Cost: Date Issued: Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 10/29/1999 Phone: (904)246-3747 Work Desc: 1 HIP 2 TON, 1 A/H 2.5 TON, T -r. MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 ~ i 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 "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 $43.0014 Date: 11/81/99 81 Receipt: 8887679 CHECKS 18694 AT NTIC BEAC IN BUI G DEPT. 80188883i?21888 e .. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. 1. LOCATION Street Address: 1a o OF Intersecting Streets: Nween And BUILDING Sub-division C/17 II. IDENTIFICATION —To be completed by all app!icants . 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— Contractor Contractor (Print) Cond. Inc . Master CACO-18970 Name of M-48 Property Owner Signature of Owner Signature of or Authorized Agent Architect or Engineer Ill. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE4 ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT (7j ❑ Other — Specify t IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on beck of this form) F' Residential or ❑ , Commercial Heat ❑ Space ❑ Recessed Rftontral O Floor New Building T Air Conditioning: ❑ Room PC•ntre) ❑ Existing Building Duct System: Material •••;cknC1 Replacement of existing system Maximum capacity c.f.m. $a,) New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. Cl Fire sprinklers: Number of heads ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ :Gasoline pump (number) (Reeaiwd) ❑. Tanks. (number) Remarks ❑ LPG aantainsi (number) ❑ Unfired pressure vessel ❑ Ioikara Permit Approved by Data ❑ Other — Specify Permit he LIST ALL EQUIPMENT ADR CONDITIONING AND REFRIGERATION EQUIPMENT CIVadAp Number Units Description Model Number Manufacturer Oona)) p AA 11011 HEATING - FURNACES, BOILERS, FIREPLACES Capacity AWMWft XUn1bsr Units Despription Model Number Manufactarw (MM) IV-_6 TANKS Now Many Nowinal Capacity Type rAquiu, Namur of Serial Approving and Dimensions Contained Manufacttayr No. AgmuT 00 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 Permit Number: 18945 Address: 1090 MAIN STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 17 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 184 Section: Square Feet: Subdivision: SECTION H Est. Value: 67,600.00 Parcel Number: BK.2,P.184 Improv. Cost: OWNER INFORMATION - -, Date Issued: 10/08/1999 Name: BESTCON INC. -- Total Fees: 53.50 Address: 910 OWEN AVENUE Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 10/11/1999 Phone: (904)246-3747 Work Desc; 11 FIXTURES - CONTRACTOR(S l--- - - --- ,,APPLI+tAT{OPf FEES ---- ---- DON HARRIS PLUMBING PERMIT 53.50 i i IinsQectiona`ReeiFtired . i I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION i BUILDING LDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC i 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 j OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" -- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i �53.v0 14 �- mate: 10111139 03 Receipt: 000215 A NTIC BEACH B (LDING D CHECKS 20`-5 00100003221020 3` '`' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT C=t, of A Zc ���� �� 3 Z�:ni, JOB LOCATION: ` `y tJQL OWNER OF PROPERTY: t BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMB.N G Cn AND ADDRESS: P. 0. SOX 1 663 TELEPHONE NUMBER: (904) 772- 0900 C F C - 0 l 9p 19 4 STATE LICENSE NO: TYPE OF BUILDING: a TYPE OF WORK: lflzlo HOW MANY OF THE FOLLOWING FIXTURES INSTALLED l SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHE3�_ -pr TOTAL FIXTURE COUNT:-L/// $3.50 + $15.00 = $ A- _,4y,i 3 S-a:2- ----------------------------------- ------- 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 I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 j PERMIT INFORMATION LOCATION INFORMATION j Permit Number: 18523 Address: 1090 MAIN STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 17 Proposed Use: SINGLE FAMILY Lot(s):2 Block: 184 Section: Square Feet: Subdivision: SECTION H Est. Value: 67,600.00 Parcel Number: BK.2,P.184 Improv. Cost: 67,600.00 OWNER INFORMATION Date Issued: 7/20/1999 Name: BESTCON INC. Total Fees: 3,365.64 Address: 910 OWEN AVENUE Amount Paid: 3,365.64 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/20/1999 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME PER PLANS RADON/1264 CONTRACTOR(S) APPLICATION FEES BESTCON, INC. PERMIT 498.00 WATER IMPACT FEE 410.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 6.00 RADON CAB 5% 0.32 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 CONST.SURCHARGE 5.69 SCHARGE/ATL.BCH. 0.63 Inspections Required 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 � operator: WENDY Date: 9/17/9101 Receipt: 0087448 - - Total Payment $3365.64 ATLANTIC BEACH UILDING DEPT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage `i, ob her sq ft = S Garage/Shed ° S �J � per sq Carport%Pore~ per Dec" (q s _ PaL10 �O j G�. QIJ c�i SC7 f' _ TOTAL VALUATION ;; �? - ` .. � -7DC7 L✓ e - xr—rte T&', Valuation 1st Remaining Value S per thousand or portion thereof TOTAL BUILDING FEE S r3 3 2- + 1;' Filing Fee 6 Fireplaces @ $15 . 00 S BUILDING PERMIT FEF 5 �9(?, 61, 61 WATER IMPACT FEE $_ �/�O< 00 SEWER IMPACT FEE WATER METER;'TA a CAPITAL IMPROVEMENT - �` 00 SEWER TAP �; f;ZC, '() RADON ( HRS ) 0050 U� 0 .� Z- SECTION H PAVING i J0` 0. Op HYDRAULIC SHARES $ •- Z ' CROSS CONNECTION S L(c-r SURCHARGE . 0050 THER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanicai Plumbing Eiectric/New Electric/Temp : SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS anti/or NOTES : I� CI�NCY CODE FARM 600A-97 ERGY FFI TION EN D�gTUCFLOFtIDA C Affairs FOR BUILDING Florida Depa�ment of Community Method A BESTCON Residential WhO'e Buildln9 a guilder: lce:AT 'C /3ERC . tZ1 � Plat: Permitting Off project Name: , X1184+ Sub:ATjurisdiction BEACH+ permit Number: j g� Address: Lot. Jurisdiction Number: //D d City, State: &5.0-60� Owner: North 24.01Btuft Climate Zone: 12. Cooling systems Cap: -- New Unit SEER..12.00 1 New construction or existing Single family a. Central or multi-family 1 __ 2, Single family _ b.NIA 3, Number of units,if multi-family 3 ber of Bedrooms Ye 4' Num — C.NIA 5 Is this a worst case? 6. Conditioned floor area(ft') 1264 ft: — 13. Heating systems Cap:30.0 kBtulhr — 7. Glass area&type 0.0 ft a• Electric Heat Pump HSPF:7.80 _ a. Clear-sinP ,._._ lane 160,0 ft'g e b Clear-double pane 0.0 ft' le ane p.0 ft' b.N/A c Tint/Other SC/SHGC- –' d,Ti Other SC/SHdouble pane GC- — C.N/A S. Floor types R=0.0,178.0(p)ft — a. Slab-On-Grade Edge Insulation b.NIA 14. Hot water systems Cap:50.0 gallons C. N/A _ a.Electric Resistance EF:0.86 _-,_ 9, Wall types 11=11.0,1080.0 ft' a.Frame,Wood,Exterior R-11 0,206.0 W _ b.N/A _ b.Frame,Wood,Adjacent c N/A _ c. Conservation credits d.NIA (HR-Heat recovery,Solar e.NIA _ DHP-Dedicated beat pump) 10. Ceiling types R-30.0,1277.0 ft' _, 15. HVAC credits a. Under Attic R=19.0,100.0 ft' — (CF-Ceiling fan,CV-Cross ventilation, b.Under Attic HF-Whole house fan, c. N/A PT-Programmable Thermostat, 11. Ducts RB-Attic radiant barrier, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.Q ft MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Total as-built points: 17680.00 Glass/Floor Area: 0.13 Total base points: 19436.00 PASS I hereby certify that the plans and specifications covered Review of the plans and JOE sT by this calculation are in compliance with the Florida specifications covered by this 0 9 - 0 Energy Code. calculation indicates compliance PREPARED BY: GILBERT MILLER with the Florida Energy Code. �" ""1 " NX �j_1 , � Before construction is completed � DATE: this building will be inspected for I hereby certify that this uildin , as designed, is in compliance with Section 553.908 �LCOD ws•�`� compliance with the F rida erg C e. Florida Statutes. OWNER/AG NT � BUIL ING OFFICIAL: DATE: '-- � DATE: It EnergyGaugeV(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 21184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1264.0 33.05 7520.6 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.0 Double,Clear N 1.3 2.0 8.0 19.22 0.78 119.5 Double,Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double,Clear E 1.3 6.5 34.0 40.22 0.95 1297.3 Double,Clear S 1.3 5.0 15.0 34.50 0.83 431.9 Double,Clear S 1.3 3.0 3.0 34.50 0.70 72.0 Double,Clear W 1.3 9.5 35.0 36.99 0.98 1273.9 Double,Clear SE 1.3 5.0 5.0 40.86 0.86 176.4 Double,Clear SW 1.3 5.0 5.0 38.46 0.87 166.5 As-Built Total: 160.0 5331.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 206.0 0.7 144.2 Frame,Wood,Exterior 11.0 1080.0 1.70 1836.0 Exterior 1080.0 1.70 1836.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Base Total: 1286.0 1980.2 As-Built Total: 1286.0 1980.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1264.0 0.60 758.4 Under Attic 30.0 1277.0 0.60 766.2 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1264.0 758.4 As-Built Total: 1377.0 876.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 178.0(p) -37.0 -6586.0 Slab-On-Grade Edge Insulation 0.0 178.0(p) -41.20 -7333.6 Raised 0.0 0.00 0.0 Base Total: -6586.0 As-Built Total: -7333.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 1264.0 10.21 12905.4 1264.0 10.21 12905.4 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 2/184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16743.8 Summer As-Built Points: 13885.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13885.2 1.000 1.047 0.284 1.000 4134.8 16743.8 0.3573 5982.6 13885.2 1.00 1.047 0.284 1.000 4134.8 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 2/184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1264.0 9.76 2221.7 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 2.0 8.0 14.30 1.01 115.9 Double,Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double,Clear E 1.3 6.5 34.0 9.09 1.02 316.2 Double,Clear S 1.3 5.0 15.0 4.03 1.14 69.1 Double,Clear S 1.3 3.0 3.0 4.03 1.49 18.1 Double,Clear W 1.3 9.5 35.0 10.77 1.00 378.5 Double,Clear SE 1.3 5.0 5.0 5.33 1.11 29.6 Double,Clear SW 1.3 5.0 5.0 7.17 1.07 38.4 As-Built Total: 160.0 1552.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 206.0 3.6 741.6 Frame,Wood,Exterior 11.0 1080.0 3.70 3996.0 Exterior 1080.0 3.70 3996.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Bass Total: 1286.0 4737.6 As-Built Total: 1286.0 4737.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8,40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total, 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1264.0 1.20 1516.8 Under Attic 30.0 1277.0 1.20 1532.4 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1264.0 1516.8 As-Built Total: 1377.0 1732.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 178.0(p) 8.9 1584.2 Slab-On-Grade Edge Insulation 0.0 178.0(p) 18.80 3346.4 Raised 0.0 0.00 0,0 Base Total: 1584.2 As-Built Total: 3346.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 1264.0 -0.59 -745.8 1264.0 -0.59 -745.8 EnergyGaugeO DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 21184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 9767.5 Winter As-Built Points: 10998.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10998.5 1.000 1.064 0.437 1.000 5116.1 9767.5 0.5340 5215.9 10998.5 1.00 1.064 0.437 1.000 5116.1 EnergyGaugeT"' DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 2/184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5982.6 5215.9 8238.0 19436.4 4134.8 5116.1 8429.6 17680.4 PASS yO�-tRE sr9r�o a Hrrr `5' '•••• ao c9 a 1,I,COD we EnergyGauge" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 2/184, Sub: ATLANTIC BEACH, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned s ace tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided, External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeV/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =84.5 The higher the score,the more efficient the home. Lot: 2/184, Sub: ATLANTIC BEACH, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 12.00 4. Number of Bedrooms 3 _ b. N/A _4 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft=) 1264 ft' c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 W - 13. Heating systems b. Clear-double pane 160.0 ft' - a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0,0 ft2 _ HSPF:7.80 d.Tint/other SC/SHGC-double pane 0.0 ft' b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,178.0(p)ft _ c. N/A b.N/A _ a N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1080.0 ft' EF:0.86 _ b.Frame,Wood,Adjacent R=11.0,206.0 ft' _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1277.0 ft' _ 15. HVAC credits b.Under Attic R=19.0, 100.0 ft' (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 R _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�TKE sT,gT� in this home before final inspection.Otherwise,a new EPL Display Card will be completed ti 0 based on installed Code compliant features. 16. /fill O Builder Signature: Date: y Address of New Home: City/FL Zip: coo W'E *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage(EEM)incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version:FLRCNA-200) SERIAL # 7116 * ResmanuJ (c) * 01-16-1999 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A. C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : 1213 Address : 2/184 AB City/State : Owner : Builder : BESTCON HVAC contr. : McGOWAN' S Cond Flr Area: 1264 SF * GLASS/SF RATIO = 130-. * House Faces : South * 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. 55% 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 22296 . 64 STRUCTURE SENSIBLE 14230 . 00 MECH.VENT- 30 Cfm 627 . 00 SENS . + MECH.VENT : 14857 . 00 TEMP. SWING C 3 DEG. : 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1114 . 83 DUCT GAIN 1785 . 70 TOTAL LOSS/BTUH 23411 .47 TOTAL SENSIBLE 19642 . 70 TOTAL LATENT 4768 . 84 SENSIBLE + LATENT 24411 . 54 20% OVERSIZE FACTOR 4682 . 29 20% SENS .OVRSZE FTR: 3928 . 54 ACTUAL + 20% OVERSIZE: 17857. 00 SENS . + 2001 OVERSIZE : 23571 . 24 HTG FTR = 37 . 8 CLG FTR = 22 . 7 CLG DESIGN CFM 866 . 08 * EQUIPMENT SELECTION EQT MANUF JANITROL CU MOD # CPKE24-1 AHU MOD # A30-05 HTG INP/BTUH HTG OUTP/BTUH AFUE/HSPF 7 TYPE HP SENSIBLE BTUH 18400 LATENT BTUH 5600 TTL CLG BTUH 24000 TONAGE 2 (S) EER 10 . 0 CLG CFM 1000 HTG CFM 1000 CITY OF ATLANTIC BEACH, FLORIDA [-Approvod by APPLICATION FOR ELECTRICAL PERMIT // TO THE CHIEF ELECTRICAL INSPECTOR: DATE:____. �3 19� 1%)k IMPORTANT NOTICE: 8U of�`l tea X999 dingy IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THfnP'0�,i`1 WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPEONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND`CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE �' NAME- _ ADDRESS. _; Ate'''!© Z-3 K-4Z9 :--RFD BOX BLDG.SIZE /,;I- BETWEEN: RES. (?6 APT. ( ) COMM.( ) PUBLIC ( ) INDUS. ( ) NEW ( ) OLD ( ) REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ. FT. SERVICE: NEW INCREASE ( ) REPAIR ( ) FEE CONDUCTOR SIZE Or _ AMPS A549 COPPER ( ) ALUM. 15. G SWITCH OR BREAKER AMPS PH W C 9k:: IOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL 0 RECEPTACLES �� CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER _ APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT / 6)d 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. ] H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED 70TALFEES s d X-'">PLL T ifLSL.L IPTION Lot # / BlEk # v Seems r�. #- F< w"EIVED Subdivision: c S Street Name�f\ 1 �� ==TIO T OF ,�� S 1999 or Address t CIA {(1 (If in a FLOOD HAZARD Flood Zone:_ _area complete page 3) City of At anti f BeapO Brief Description L S Class_ of Work: (Nem/ Remodel/Addition: hY_c ZONIIITG 110 RMUM Type of Construction: � V'A\ Zoning Proposed District:�� ( Use:"_� GX nC-2_. Estimated Value Exceptions or Variances Materials: Qc�'d 6 me Granted: Solid or Filled--`` Grounds SCA i G Roof- Method oof Method of Heating: OWSM Property Owner: G=S'TC c . Phone. Mailing Address U-CE)--k - 5 tQc_����c�.ri \l Zip: 7212-205 CONVULCTEt 1197TION Contractor: P,C - L - Phone Ma.i1ing_ Address: rN Z,22G_ � Expiration 0 STATE LICENSE NO: T_ O ZZ Dates c I HEREBY CERTIFY THAT' I HAVE READ' AND EXAD11NEEF 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 HEREIN OR NOT. THE. GRANTING- OF A PERMIT DOES NOT PRESUME TO­ GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATEORLOCAL RULES,". REGULATrONS," ORDINANCES-,. OR LATS IN ALTY MANNER, INCLUDING THE GOVERNING --OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY.. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS . D PPORTING DATA HAVE. BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature )) DATE Contractor S gnatre �— DATE SWORN Tq AND SUBSCRIBED. BE9S0�. ME BY �G t�1 ��n lyi.L��`S THIS DAY OF _ {�(�� 1 NOTARY UBL PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: D M S OWNER: 6 r S-r �O ►.1 - [ 1. Determine Occupancy Classification of the structure. Select occupancy classification ` which most accurately fits the use of the Building. (Chapter 133) 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter B2) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [✓] f. Determine percent of exterior openings per floor. (✓j 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) M a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [� b. Check allowable height and area increases permitted. (Chapter 135) [yr 4. Check detailed Occupancy requirements. (Chapter 64) C V ip I;- [✓J` 5. Check detailed Construction requirements [.� a. Fire Protection of Structural Members(Chapter B6 &Table B600) [ b. Fire Protection Requirements(Chapter B7 and Table 8700) [ ,] 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) [1-] 6. Review design as related to standards. (Chapters B16- B26) [,4 7. Check other requirements as necessary. If a. Construction projecting into public property(chapter B32) [Vr b. Elevators and conveying systems (Chapter B30) [✓r C. Sprinklers, standpipes and alarm systems (Chapter 139) [-If d. Use of combustible materials on the interior(Chapter 68) 1.4 e. Roofs and roof structures(Chapter 1315) [✓j f. Light,ventilation and sanitation (Chapter 612) g. Other 2- -9 1 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By:_ �^--- Don C. Ford, Building Officifil don/sb.1 Truss Connections BESTCON INC. 1213A or B MODEL, ATLANTIC BEACH WEST Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T1 530 960 480 (2)HCPLL; (1) RTPGA830ts; HCPLL TYP ; N/A ; TYP TYP ; TPP4 on Post ; TYP T2, T3, T4, T5 560 560 (2) HCPLULR TYPICAL TYPICAL T6 560 420 (2) HCPLULR ; HANGER TYPICAL TYPICAL T7, T9 560 560 (2) HCPLULR TYPICAL TYPICAL T16 770 720 (2) HCPLULR TYPICAL TYPICAL ALL OTHER'S <510 <510 (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790#uplift for trusses at 2' o.c.) Nail with 8- 10d com. HCPLULR Uplift Capacity: 510# ; STC-24 Uplift Capacity: 655# ; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) A,P"PRQVE.© CISY a ATLANTIC BEACH BUILDING OFFICE JUL 0 21999 Jeffrey" . Hulsberg P.E. (904) 886-2401 Bestcon Inc. 07/16/98 Plan 1213 Design Based on 1994 SBCCI, Section 1606 Roof Pitch : 6112 Mean Roof Height ( ft ): 15 Wail Height: Varies Velocity Pressure (psf): 20.44 Wind Speed(mph) : 100 End Zone Length ( ft ) : 6 Wind Front to Back: Transverse Left Sidewall : Length of Load Area -2'+10.33'=12.33' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate(lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 6.33 8 1.1 20.44 569 Shearwall Length: 3'+3'=6 Pell-Foo,-A-=r Z�y-) Total 1378 Load Shearwall Unit Length Shear Unit Shear: 1378.48 6 229.7 plf 1st. floor SW(3)W/MTTS2713 @ END; Right Sidewall of Porch: Length of Load Area - 10.33'+6.17'=16.5' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 16.5 8 1.1 20.44 1484 Shearwall Length: 5' Total 1484 Load Shearwall Unit Length Shear Unit Shear: 1483.68 5 296.7 plf 1st. floor SW(3)w/MTS27B G Jeffrey K. Hulsberg, P.E. (904) 886-2401 1 Bestcon Inc. 07/16/98 Plan 1213 Right Sidewall of Master Bath: Length of Load Area -6.17'+11'=17.17' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs) First Floor Wall 17.17 8 1.1 20.44 1544 Shearwall Length: 3.5' Total 1544 Load Shearwall Unit Length Shear Unit Shear: 1543.93 3.5 441.1 plf 1st. floor SW(3)w/MTS2713, SYP Right Sidewall: Length of Load Area - 11' Description Width (ft) Height(ft) GCp Pressure (psf) Load d@ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 5 8 1.1 20.44 450 Shearwall Length: 3.5'+4+8'=15.5' Total 1259 Load Shearwall Unit Length Shear Unit Shear: 1258.88 15-51 $1U2 plf 1st floor SW Wind Side to Side: Longitudinal Front Wall of Main Frame: Length of Load Area -3.5'+3'+11.75'=18.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load c@ Top Plate (lbs) First Floor Wall 3.5 8 1.65 20.44 472 First Floor Wall 3 8 1.2 20.44 294 First Floor Wall 11.75 8 0.8 20.44 768 Gable 3 0.75 1.2 20.44 55 Gable 11.75 4 0.8 20.44 768 Shearwall Length: 16.5+5.5'+8.5'+3'+12'=45.5 Total 2358 Load Shea 11 Unit Length Shear Unit Shear: 2358.36 45.5 51.8 plf 1st floor SW Jeffrey K. ulsberg, P.E. (904) 886-2401 2 01121/99 THU_18_04 FAX 9042965500 _ _ -_-� _ �_- 0008 2 194 A 8 Book 91x7 PA, 2305 a Frenum by and mord and Ranco m: Filed Re dad T.Mich"I HU&M.Ssyaim °4/0l n■ V GibndmfTWeSavk4a,Inc. 4190 Be)fart Read btu 150 CLC' TIT BLURT 7seltsoevilla.FlarWx 32216 C. 9 6. 0 NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 170995-0550 STATE OF FLORIDA COUNTY OF DUVAL The undersigned hereby gives notice that itaprovemenns will be 'made to Certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this notice of cotrmieacament. 1. Description of real property to be improved (legal description and address, if available) : Lot 2 lock 184 Section "K", ATLMIC AN= aCaording to plat thereof, as recorded L Plac Book IS, oaae 3C of the-OU >rant public recon a of val County, Florlda Z. General description of improvemencS: Sincrle family residence 3. owner information: (a.) Name and Addreess EESrT,CQNC .91.0-ay �J'ackso yil,le Bea . Florida 32250 _ Phone #: 391-9312 Pax #: 391-4318 (b) Owner's interest in the site of the improveraants (if other than fee simple title holder) : I (o) Name and Address of fee simple title holder (if other than owner 0 4. Contractor: Name and Addrssz.SaoZ as owner Ph=1e 4: Fax # .� 5, surety on any payment bond: (a) Name and Addree9: Phone #: (b) Amount Of bored $ (copy of payment bond, if any, attached hereto_) G. Name of any lender Making a loan for the construction of the improvements: AwaM=K4 eadew3 Road to 100 J ckson '1le Florida 32256 P coe #: 291-1610 Fax it; 1e1-7647 ai- 7. Persona within the State of Florida designated by owner up= whole notices may be served as provided by Section 713.13(1) (a) 7, Florida Statutes (Name and Addrees) i Phone A: Fax #: 9. In addition to himself, owner designates the following person to receive A copy of the lienor,s notice as provided in Section 713.13 (1) (b) , Florida Statute (Name, Bank and Address) C3_ Holl'fie d AMSOvTH BANX, 9a24 RaymsadgXj Rd., Sea 100 J_a_cksonvi,lle, Fl 32256 Phone #: 281-7610 Fax 0! 281-7647 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified) : BESTCON, INC_ Bks 9157 All P®: 2305 Foca 9 1669? ey W. H. WALTON, iJ�2h� �zea�tldent Filed g ROcord"ed - 01/21/99 04:03 a 20 PK.M. (CORPORgtI'-E 3Y HENRYRC�IARN COURT (Q )' t BU AL C�U�bY, FL r E RSC. _ 5vora and c egore•me tbi8 P ' 1999. ary Public, State of Florida ppvm (Plass print coma) UDAsP. My Commission F-xpires: '��.`' , � � a�^ ;July 21.Igo _ Serial No. , i! any �-� URgpiiAihaytq � Personally 3oaown r/ Produced identification Type of Identification produced: • •:` �.; -� - 11...x. ( NOTARIAL 38AL ) ' • .ter- '•i POST A CERTIFIED COPY OF 'TBE RECORD= L.r NOTICE ON CONSTRUCTION SITE I Received Time Jan - 21 . 4. 52PM OWNk*R:9WM Lot 2,Block 184 Section H,Atlantic Beach SPECIFICATIONS DATE: 12/2/98 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 2,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:NIA Dowels:NIA Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump:N/A Width:N/A Depth:NIA 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 NIA Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:NIA Size:N/A Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Length:N/A Depth: N/A N/A Reinforcing:N/A j 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 .T 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.Dolt/Size:N/A Spacing:N/A __T_Termite Protection:N/A GIRDERS-Material:N/A Size:N/A Span:N/A COLUMNS-Material:N/A Size:N/A Spacing:N/A BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 1 OWNER: Lot 2,Block 184 Section H,Atlantic Beach 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:NIA Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A JFinish&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 ___FSlump: 3" Reinforcing:Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI:2500 f Slump. 3 Reinforcing:Fibermesh _7Fill: Sand Thickness:4" Size: 3'wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 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: 2-45 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 was;siding corners;interior and exterior decorative beams and posts;exterior moldings;windows;exterior doors(excepting the garage door);ventilation materials;fuming 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 stairjacks,treads and risers. BESTCON,INC. 4000-B SL Johns Avenue,Jacksmvifle,FL 32205 12/3/98 CRC-022365 2 OWNER:A106ft Lot 2,Block 184 Section H,Atlantic Beach Framing 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' Comer Brace Material:N/A Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mains4reet(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 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 I st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists NIA 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 42 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 NIA N/A BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 3 OWNER:Mt"m Lot 2,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.WINDOWS: 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 Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# 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: 264 x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 4000-B St Jotms Avenue,JacksmmUc,rL 32205 12/3/98 CRC-022365 4 OWNER:t9@W Lot 2,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 I 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 N/A N/A N/A N/A N/A N/A I st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A NIA 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'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESfCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 123/98 CRC-022365 5 OWNER:N Lot 2,Block 184 Section H,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,F1. 32205 12/3/98 CRC-022365 6 OWNER:Z Lot 2,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/Popcorn Texture '/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,JacksarrviUe,FL 32205 12/3/98 CRC-022365 7 OWNER:W26 Lot 2,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 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 BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:NIA Joint:N/A Lintels:N/A Brick Tie Spacing:NIA 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 performance 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 CIU CPKE30-lA A/H A30-05 BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 8 OWNER:�. Lot 2,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 Size: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 TPrivate:N/A BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,11. 32205 ]213/98 CRC-022365 9 OWNER:7� Lot 2,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 V2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2)' House to Refrigerator CPVC SCD40 Glue 3/4"TO 'h" 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 Avwue,Jacksonville,FL 32205 1213/98 CRC-022365 10 OWNER:10ft Lot 2,Block 184 Section K 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/H62/A62W 1448LHP/H71/A H 72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22 2521 LHP/H22/ WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, I @ 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 Jolms Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 11 OWNERIM Lot 2,Block 184 Section K Atlantic Beach Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink E1jer C/I 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,FI, 32205 12/3/98 CRC-022365 12 OWNER:VM Lot 2,Block 184 Section K Atlantic Beach 220 High Voltage Wirin 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 BES MON,INC. 4(100-B SL Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 13 OWNER:W Lot 2,Block 184 Section H,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 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 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 #14 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 #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 12/3/98 CRC-022365 14 OWNERAW Lot 2,Block 184 Section H,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 l Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU I Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 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 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 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 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch(O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 4000-B St Jotms Avenue,Jacksonville,FL 32205 12!3/98 CRC-022365 15 OWNER:� Lot 2,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:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other BMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 M/98 CRC-022365 16 OWNER:4'. Lot 2,Block 184 Section H,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/TILE 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:NIA 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: BFMCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 1213/98 CRC-022365 17 OWNER:1Lot 2,Block 184 Section K Atlantic Beach 20.LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion 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 NIA 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:NSA BESTCON,INC. 4000-B St Jotms Avenue,Jacksonville,F7, 32205 12/3/98 CRC-022365 18 3 S W 7] J Z ® 57 ' J u- z� _O Z-+ iL7UN uj ON !, MMJ ( j co W U 7 it, O—)Q u)aa cn m j i 1 V co 1ON— LO Uo O i yOa�m BRG REO'D FOR T1 0 �2 # o o t I r1_ 1 - _ THIS POINT + �o>g I CE / O O 3 / Tl_` 3.6.. APPROVED 3 s CITY Of ATLANTIC BEACH BUYLDING OFFICE JUL Q 219 co N - 16 ' �} "8 `� 12 ' 4 " — U)-- 16 ' ,x" 7 ul tl — i fm I, Ilr� a CE ,ccv TRUSS PLACEMENT PLAN _ lizc- LIJ c- NOT TO SCALE c Connector List Page 1 of 1 Holmes Lumber Co - Truss Division - 6550 Roosevelt Blvd. Jacksonville, Florida 3220 - (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. Date: 4/2/99 ANSI/TPI 1-1995 : Yes Job ID: 9-0951 Job Info: CST Version 1 .02 r Hanger Label : Simpson connector: HUS26 Quantity: 3 Carrying Member Fasteners (Face) : 14 16d Carried Member Fasteners: 6 16d Carrying Member: Truss Girder ID: T16 Width: 1 ply Depth: 2x6 Species: SP Carried Member: Truss ID: T6 Width: 1 ply OWH: 1 0 0 Species: SP Uplift Load: 420 Duration: 133% Down Load: 973 Duration: 125% Material List Quantity Model No. 3 HUS26 NOTE: Design load values for 16d and lod 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 lod common nails SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws Job: (9-0951) T -1 T1M N HIP IRDER W TRAY 7 THI DWG. PREPARED BY THE ALPINE OB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N 2 Complete Trusses Required BOT CHORD 2X4 SP #2 N p WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.O_g,-tlai1s) 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI, TOP CHORD: 1 ROW @ 12" o.c. ENCLOSED SLOG, LOCATED ANYWHERE IN ROOF, BOT CHORD: 1 ROW @ 12" o.c. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. IN EACH ROW TO AVOID SPLITTING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 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. -7- 12'6" 7 - � 4X7 15X3 3X4 4 T T12 1.5X3 I 0 6 o 4X5(R) O7 X12 5X12 `n m= 3X4(AS) N I'¢' X4(A S) 11� Q3.5 Jf_ X3 12 _=::j 4 12 13'10"12 -�- - - - 12'7'4 �-2 7'1"13- } 6'7"3- - 4'5" ---- --3 2'8----+---4'9"6--2- 26'6' 2 26'6" 7' 12'6" 7' 432# 432# Rv=927# U=530# W-3"8 Rv=2342# U-960# W-3"B Rv-776# U-480# W-3"B PLATE-ALPINE TPI95 TPI-95 STD QTY= 1 PLIES- 2 TOTAL= 2 REV, 18.2c4 SCALAE =0?2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF (�2 *I MP O R T AN T �E SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND O 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 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBG BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p 1�' \\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2391 A BC DL 10 .0 PSF DRWG \V� 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 T WP CONNECTORS PER DRAWINGS 130, 150 S S60A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINAPR s I A T E 0 1 W TOT.LD. 37 .0 PSF 0/A LEN. 260600 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE (7/1/911 FO 'Sk°.�'IOq tO' ^`Q. SEAL ON THIS ORANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY j r Axa' DUR.FAC. 1 25 !N ONLY, ANO $MALI NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TD THE iRU55 ERECTION CONTRASrFAED Ej1 ___ __._- _. .'- _.----..__ __ __ ___.. _____.. -------- ___ _._ _ __ _-_ CD A r TNIR Jo - 5 LOT -1 Ti '6" COMN HIP W TRAY 9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRO RAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP Y2 N 100 MPH WIND, 15.00 FT MEAN NGT, SBCCI, BOT CHORD 2x4 SP N2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION OF 0.27" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r 9, 8'6" 9, 5X6 J5 1.5X3 T m 12 X6 m 0 6 F,7- o v X14 5X8 5X6 ip�lt 3X6(AS) cu9 1 e 3X7(A I) 2X2 -`- �B 1 2 D 3.5 d 12 4 12 26'6" �+-2 7'1"13 — 6'7"3---� ----4,6" ---- --3'2"B--+�----4'9"B 2 -J 26'6" Rv=1096# U•560M W-3"B Rv-1096M U-5600 W-3"B TAG = T2 SEG = 29144 PLATE-ALPINE TPI95 TPI-95 STD QTY= i PLIES- 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 0 8 1/98 TC LL 20 .0 PSF REF n2 )(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND v DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �c� T qn_ TC DL 7 .0 PSF DATE 04/02/99 \� \V FAI URE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Ff�—+i9 0 ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP °A2319f A BC DL 10 . O PSF DAWG AAAB 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 T WP CONNECTORS PER DRAWINGS t30. 15O G 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-_ SEE 'TAT c OF TO .LD. 37 .O PSF 0/A LEN. 260600 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER '.� AOR tO, `` Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'jS,G+r .'' � OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY-OTHER-WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IFgED ESS _..__ ..__ ... ._..._ -----------­--- --- -------- cDnrTnlr �n n" r.,, ►,;nc Job: 9-0951 LOT -10 T" 26'6" C MN HIP W TRAY 11 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU S 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 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION OF 0.29" ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD, DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4-6" III ----I 4X6 I.sxn 5X3 3X5 4X4(R) 1 12 m 0 6 p X6 0 rT in 5X5 3X4- m 5X12 5X6 3X6(AS) ru 8 1 6 X7(A I) Iq_ of a 3.5 1.5 9e8'1 2 12 d 4 12 26'6" �---2' 7'1"13 --}- 6'7"3 I+--4-r" ---- 26'6* 26'6" RV-1096# U-560# W-3"8 Rv-1097# U-560# W-3"B PLATE-ALPINE TPI95 TPI-95 (STD QTY= 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCALAE =0?2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08 1/98 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 �S T TC DL 7 .0 PSF DATE 04102199 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE CONNECTORS ARE MADE OF 20GA GALV ALPINE . STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP cA 1233 9� J� BC OL 10 .0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 7 ' TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD /. BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T AT[Ps CONFORM M/APPIICABIF PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'Q :�r<OgTO'C� Q KDArThlr- T.L0. 37 O PSF 0/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 5 x0'yx IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. c1sTFAEO E 'l R.FAC. __. ... _. On n Job: 9-0951 LOT 2-162.2 T4 6'611 COMN HIP W TRAY 13 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 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5,0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION OF 0.30" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, �= 13' a 13' 5X6(R) i.5X3 X4 m 12 1.5X3 m 0 6 p o X6 LO LO 5X14 X12 5X6 m 3X7(AS) Tv 8 1's X7(Al) i i ___13.5 2X2 4 8 1 2 12 a 4 12 26'6" 2' --7'1"13 � 6'7"3— -{1---4'6' —�—3-2-8---�--4 9 8 2 —� 26'6" Rv-1096# U-560# W-3"B AV-1096# U-520# W-3"B TAG = T6 SEG = 29153 PLATE-ALPINE TPI95 TPI-95 STD QTY= 1 PLIES= 1 TOTAL- 1 REV. 1B.2c4 SCALE =0.2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/96 TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND I \ 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 04/02/99 \\U��IvIAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 011c-19 O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 291g� •AA BC OL 10 .0 PSF DAW G 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, 807TOM CHORD BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 G 16OA F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E Ps W CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL WOATE 17/1/91) FOR PROPER 1 L��OM1p'eq Q TOT.LD. 37 .0 PSF O/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT 8E RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACT2 �SlFAE"oE l ' i Cm-f TAIf• '3A f1" Job: -0951 LOT 2-1-02 T5 26-6QQMN W TRAY 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 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WINO TC OL - 5,0 PSF, WIND SC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD, CALCULATED HORIZONTAL DEFLECTION OF 0.29" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 80 NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR, 13'3" _ 13'3" ---� 5X6(R) 1.5X3 X4 12 1.5X3 6 p X6 U X14 X12 5X6 = 3X7(Al) 8 t_L 3X7(AS) a 3.5 X28'1 2 12 12 12 26'5" �--2 7'1"13 - } E)'7"3 H 4 6„ - -3 2„8— ----4 9„8 2 --� 26'5„ Rv-1096# U-560# W-3"8 Rv-1096# U-560# W-3"8 TAG = T8 SEQ = 29156 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE -0.2540 �SALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08 1/9 8 T C LL 2 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 MIB-gf BY TPI, SEE THIS DESIGN �c� T po_ T C OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITM QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "W .L ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °A/23lg� �JA BC DL 1 O•O PSF DRWG \U\\ 4446.OR D 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 •O PSF T WP CONNECTORS PER DRAWINGS 130, 150 6 360A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE IIING--SEE TOT,LD. 37 O PSF O�A LEN. 260600 UPO SEALCONFOON THSSRM PDRAW/NG APPLIES TO LE PROVISIONS OTHENCOMPQNENT DEPICTED OS TPI. AN EHERE DRYWALL ER'S ALPINE TAPDLICATION ECHNICAL AFlFW l5MTE ,A1C0PYY TTHHI5 �+1 FOR PROPE9,`��t`0R 10'o'�Q' �-S IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, lST�AEO°ENO1 DUR,FAC •2�+ .-.-...-.. _ - - - -- .. SPArTMr. ?d n' y—v rmmn Jo 9-0951 LOT 2-10 T6 6'6" COMN W TRAY THIS DWG. PREPARED BY THE ALPINE JOB 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 #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/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION OF 0.25" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) GO NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 13'3" —I' 13'3" 4X4 3X5 X5 12 6 (A) (A) 1n X6 3X6 5X6 2X10(A1) m 2X10(A1) N a= a3.5 pl i 2 12 26'6" 2' 7'1"13 + 12'2"7 7'1"13 26'6" Rv-1104# U-560# W-3"B R-973# U-4200 TAG = T9 SEG = 29160 PLATE—ALPINE TPI95 TPI-95 (STD) QTY= 3 PLIES- 1 TOTAL= 3 REV, 18.2c4 SCALE =0,2715 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 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 ES T TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING REBC DL 10 .0 PSF DRWG +'�9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �`g2319� �•A 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 T W P CONNECTORS PER DRAWINGS 130, 150 i 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T A T E 0r W TOT.LD. 37 .0 PSF 0/A LEN. 260600 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER "fl '. "<Oq 10' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��'j ��+r A DUR.FAC. 1 . 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlFAEO oENGt , -- -- _ -- _ _-- __ _. _ _ _-- _ _ -- CD Ar TAI(1 7A n" T..nr rmmn Job: 9-0951 LOT 2-10 T7 '6" COMN W TRAY THIS OWG. PREPARED BY THE ALPINE JOB 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 #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/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION OF 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/B" AT MIOSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 13'3" 13,3„ 6X4 1.5X3 12 1.5X3 3X4 6 U) Lo X14 m 3X7(Al) 8 3X5(Al) v= F -4-8'1 2 a 3.5 1.5X3 3X5 12 26'6" �2, 7,1„13 - -7'9"3 -�- 11'7" 2 --I 26'6" Rv-1097# U=56011 W-3"8 Rv-1096# U-560# W-3"8 SEG = 29165 PLATE- ALPINE TPI95 TPI-95 (STD) QTY= 6 PLIES= 1 TOTAL= 6 REV, 16.2c4 SCALE =0.2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/96 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 H18-91 BY TPI. SEE THIS OESIGN Eco Trg� T C OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTGB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , Cf ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 1-42 9e Fly 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 BC LL 0 .0 PSF T W P TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. 60TTOM CHORD CONNECTORS PER DRAWINGS 130, 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S r Ar E o F CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER s AOptO� TOT.LD. 37 .0 PSF 0/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISs�`4 r °' DUR.FAC. 1 •2 5 yrs »p IN ONLY, AND SHALL NOT 8E RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, lFQED ENDS ------- --- --- --- --..--- ----- s P A c T NG ;)4 .0" T VI3 F c o m n Job: -0951 LOT -10 Td 6'6" COMN W TRAY 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 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. 13'3" 13'3" -- 4X4 X4 12 3X4 6 1.5X3 LD 6X4 1.5X3 m 3X5(AS) �1 v= � 3X4(Al) d 3.5B 1„ 12 4X4 3X4 21'4"4 �- 5'1"12 �--2' 7'1"13 14'1"3 5'3" 2' —� 26'6" Rv-918# U-4800 W-3"8 Rv-989# U-430# W-3"B Rv-286# U-210# W-3"8 TAG = T20 SEQ = 29169 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES- 1 TOTAL= 2 REV. 18,204 SCALE =0.2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE OS 1/98 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 HIS-91 BY TPI. SEE THIS DESIGN �C, T TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD 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 g231gF i� BC OL 10 .0 PSF ORWG A445 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 T WP CONNECTORS PER DRAWINGS 130, 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A T—E OT CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PER 40A lo, T OT.L O. 37 .0 PSF O/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0'',c�Ar � �' 1 .25 r .o`�" IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, Sl�FO ENOtit�' DUR.FAC. ... .. „ SPACING 24.0' ITYPP Comn Jo (9-0951) LOT -10 T9 26'6" DTC STR. GABLE 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, SSCCI, 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 SC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ** 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 END DESIGN FOR WEB GRADE. SPACING, AND BRACING INFORMATION. 12'8"9 11'9"10 12'8"9I Fil ^ 4X4(R) 12 6L'- 3X4 X4 LD t0 3X3 3X3 m 3X6 8 N 8 X6 �= 1 �8'1 2 3X6 26'6" �- 2' 115"8 -�- 3'5"8 11'7" 2' - 26'6" Rv-1097# U-560# W-3"8 Rv-1097# U-560# W-3"8 TAG = T10 SEG = 29172 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL- 1 REV, 18.2c4 SCALE =0.2540 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE OS 1/98 TC LL 2O .O PSF REF *IMP 0 R T A N T** SHALL NO1 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 Eg T Rte, TC DL 7 .0 PSF DATE 04/02/99 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 GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 231A BC DL 10 •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, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 0 1BOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s r r Eos+ TOT.LD. 37 .0 PSF 0/A LEN, 260600 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :� tOgti�' Q- SEAL ON THIS DRAWING APPLIES i0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS n't +�'� .«o"" DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. SrFAED ET-�'t - - ---- -- -- --- --- -- - --- cperrtir. :)A n^ T.,� nah 1 Jo 9- 951 LOT 2-162 T10 23'6" COMN 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/CANTILEVER 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. 5X10 1.5X3 12 X4 6 3X4 cv cD m 8 N 8 v= 2X6(A1) X6(A 11 8' 1"2 4 3 1. 23'6" �--2' 8 7„ + 3'5"B -I- —11'5"B 2 23'6" Rv-992# U-5100 W-3"B Rv-979# U-510# W-3"8 TAG = T28 SEG = 29177 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.2811 ALPINE ENGINEEPEO PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 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 �6 T Rti. TC DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �r O rr"'�9('{-,_ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP o�'423f9� C`>� BC DL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAUCED WITH PROPER T BC LL O O PSF T WP TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 9 T t[or^ TOT.LD. 37 .0 PSF 0/A LEN. 230600 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER % <OR UDW��� Q• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' r'r « DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, STFAED E1 - -- - specrNr, �e T��� rmm� -- --. ..---... ------ ------------ - - _ n° Jo 9-0951 LOT -1b2 T11 1 Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP N2 N BOT CHORD 2x4 SP M2 N WEBS 2x4 SP #3 'ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, ALL PLATES ARE W1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CALCULATED HORIZONTAL DEFLECTION OF 0.22" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD. ** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE 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 END DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. 4'3"8 2'4"2 5'7"14 4'3"8 W4X7(R) v c 0 12 0 Q 6 L,— 3' 5 v W3X3 c 1n v4 .. IV11 9 128 1„2 2-B W4X (R) W3X3 12'3'8 �-— 2' 6'1"12 T 6'1"12 12'3"8 R-83plf W-12'3"8 TAG = T23 SEO = 37503 PLATE-WAVE TPI95 TPI-95 STD OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.204 SCALE =0.5296 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 0 0 1/9 8 TC LL 20. 0 PSF REF )(*IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE SIB-91 BY TPI. SEE THIS DESIGN �C� j pn, TC DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,�r�_'t9 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °A 423 9� ��`� BC DL 10 .0 PSF OR W G 0 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 T HB CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE t 3 T A 1 E 0 F: TOT.LD. 37 .0 PSF D/A LEN. 120308 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE p11/911 FOR PROPER •.`*e oa t0v. Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'jS, h -.(: DUR.FAC, 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. TFRED E�Vl - 1­1� „"" - .___ __..___.._.._.. I(;pArTNa PA 0.1 Tvnr nah1 Job: 9-0951 LOT 2-10 T12--12'3"B Common THIS OWG. 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 DL 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 8' 4'3"8 -- W4X4 12 3' 5 6 L'- W4X5(R) v DO CV (V W2X4(A 1) �I a 4 —lj— 12 2'B 8 W3X3 12'3"8 2, 6'1"12 } 6'1"12 12'3"8 Rv-594# U-330# W-3"B Rv-431# U-200# W-3"8 TAG = T34 SEG = 37498 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 1820 .0 .2c4 SCALE =0.5296 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 2 0 .0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ [TRUSS EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �5 T q�_ TC OL 7 .0 PSF DATE 04/02/99 AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 0� LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �r'g231g� Fly E3C OL 10 .0 PSF DRWG 446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE) SHALL BE LATERALLY BRACED WITH PROPER T AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T H 6 CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s r r E 01 , CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ^.� "<OplaP Q, TOT.LO. 37 .0 PSF C/A LEN. 120308 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. `STEREO EN(Tt CDA("TAIf] 7A n" r..r,r- rmmn Job: (9-0951) LOT 2-1 T1 '6" Ste cl Wil Hig Girder THIS OWG. 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 ***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 27.5 0 8 432 9.0 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, 0 T 109.5 109.5 9.0 13.5 1 B -165 9.0 WIND TC OL . 5.0 PSF, WIND BC OL - 5.0 PSF. 0 B 20.0 20.0 2.0 9.0 0 B 43.5 43.5 9.0 25.5 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0 T 4.0 4.0 0.0 2.0 0 T 4.0 4.0 25.5 27.5 #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. 1 T -39.0 -39.0 0.0 9.0 JACKS HAVE NO WEBS, I T -62.7 -62.7 9.0 25.5 1 B 1.8 1.8 2.0 9.0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 B 4.0 4.0 9.0 25.5 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. 7' - --9,6,. 1 7, W4X6 W1,5X34C4 T T m 12 m c 6 �7.7,- o W4X5(R) Tn i1= W2X4(A 1) W2X4(A S) d4 W4X6 12 11'4"4 12'1"12 �--2' ii'6• -I- 5'10"4 -�- 6'1"12 2 -� 23'6" 7' 16'6" Rv=645# U-450# W-3"6 Rv-2117# Um780# W-3"6 Rv-523# U-400# W-3"8 TAG = T43 SEG = 37507 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2811 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 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 HI8-91 BY TPI. SEE THIS DESIGN �c� T Rn. TC DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11 •I\\\/� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �A A2319� >f BC DL 1 0 •O PSF DRWG A446 GP 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 O• O PSF THS CONNECTORS PER DRAWINGS 130, 150 S 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s I A T E'i r` TOT.LO. 37 .0 PSF C/A LEN, 230600 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/9 11 FOR PROPER <ORI� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f rtr, o DUR.FAC. 1 .2 5 NT IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CORACTOR. sTFAEO E1�Z ...__ ��..�. ...�.. �.,�.�„ ..�., SPACING see above TYPF h ios Job: (9-0951) LOT 2-102 T14 5-6" DTC GABLE THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP M2 N WEBS 2x4 SP k2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ALL PLATES ARE 3X6 EXCEPT AS NOTED. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE 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 END DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. 6"7+----2'3"g 1'4"W1'5"5 --+ 7 1'5'6 1'4"10 2'3'9 6"7 3 3 v 'P n 12 6 C� 5'8" �►- 2 5'8" 2 -►I R-115plf W-5'8" TAG = T15 SEG = 29200 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.7669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 08 1/96 TC LL 20 .0 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 HIB-91 BY TPI. SEE THIS DESIGN r� T Rn. TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 011" ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP 2319� Jf BC OL 10 .0 PSF ORWG 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 T WP CONNECTORS PER DRAWINGS 130. 150 G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T•T E 0'F; TOT.LD. 37 .0 PSF 0/A LEN. 50800 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER '1k'. t OR tO' `"Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF THIS n' 'T o"°" �' OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. TFRED E '1 rs ." --- -- - -- -------- -- SPACING 24 0" abl ... .. ___._..__....................................,,,.�..,,., TYPE 9 J b: 9-0951 LOT 2-102 T15 5-8" OMN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP M2 N BOT CHORD 2x4 SP k2 N WEBS 2x4 SP k3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2'10" 2'10" — -� 12 6 p m m m m 2X4(A1) m Q 8' 5'8" 5'8" Rv-2i0 U-200# W-3"B Rv-210# U. 000 W-3"B SEG = 29203 PLATE-ALPINE TPI95 TPI-95 (STD) OTY= 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =1 .2524 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE O 8 1/9 8 TC L L 20 .0 PSF REF )(*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T pn_ T C DL 7.0 PSF DATE04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p�� 9 O� .1\VN ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �s Ap23 f� BC DL 1 O •0 PSF ORW G AAC6 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 •O PSF T WP CONNECTORS PER DRAWINGS 130, 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T A TE o r+ 7 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 1��.�<ORt�'p� Q, TDT.LD. 3" 0 PSF O/Q LEN. 50600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'j ♦F� Ayp.�� OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. wAAcgEO EN(j'L __. ..._._.... -------_--_._._.-.-. ---..--- -_.._._.._.._.. Sper.TNr, P4 n" ITVOC rmmn Job: 9- 9 1 LOT -1'0 T1 5 OMN GIRDER THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x8 SP #i Dense 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 5.7 0 6 973 0,7 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, 0 B 20.0 20.0 0.0 5.7 0 8 973 2.7 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. 1 B 1.8 1.8 0.0 5.7 0 B 973 4.7 1 T -115.2 -115.2 0.0 2.8 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -115.2 -115.2 2.8 5.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 12 6 p m m rn rn AX 1) m Q B 5'8" 5'8" —El"12--- 1 2' 2' —11"4 973# 9730 973# Rv-1729# U-770# W-3"8 Rv-1610# U-720# W-3"8 PLATE-ALPINE TPI95 TPI-95 (STO) OTY= 1 PLIES- 1 TOTAL= 1 REV. 18.204 SCALE ==12920 1?5524 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING 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`gq4 TC OL 7 .0 PSF DATE 04/02/99 FAILUPE 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 OUIREHENTS. UNLESS OTHERWISE INDICATED. TOP �g23(9 !� BC OL 10 •O PSF D R WG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD BC LL 0 •0 PSF T W P CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE q S T AT E of CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <ORLO'oQ, TOT.L O. 37 .0 PSF O/A LEN. 50800 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY!K THIS 0 �F'r ."p"�� OUR.FAC. i ,25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STEREO E1 _..__ _..__ ...__...._. __ __. .,..._.... _ ..,....., ., . _.�..... ., SPACTNG see above TVDG' Comn Job: 9-0951 LOT -102 T17 " Steoclown Hig 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, SSCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 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. g, 5,6,. 1 9, _i W4X4 _Ik�4 1.5X3 12 W1.5X3 m 0 6 p o v v W5X6 W2x4(AS) W2x4(Ai) 8' 1"2 d 4 W4X5(R) 12 11'4"4 --+ 12'1"12 �—2' 11'6` 5'10"4 —f— 6'1'12 2' — 23'6" Rv-357# U=300# W-3"B Rv-1230# U-410# W-3"S Rv-384# U-320# W-3"8 TAG = T42 SEQ = 37510 PLATE-WAVE TPI95 TPI-95 (STO) QTY= i PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2811 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE Op A/f1� TC LL 20 .0 PSF REF XIMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND O 1 7 n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN �c� T M- TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O M'ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ��`423 9� � BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T HB CONNECT PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING-- SEE s T ATE D F CONFORM M/APPLfCABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER IOp1,5W TOT.L D. 37 .0 PSF 0/A LEN. 230600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'�1 carr �" . OUR.FAC. 1 -25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STEREO EN�'t - - --- ------- ---- --- ---- -- ---.__._.. c;par.TNr, pd n" ITVDC7 In ins Job: 9- 9 5 LOT -1 T1 3 S t e d wn H1 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 : BI 2x4 SP #1 Dense: 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. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 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. if• W4X5(R) (5 12 W1.5X3 W1.5X3 m 0 6 o in W5X6 m v= W2X4( 1)A W2X4(Af) 11"2 d 4 W4X7 12 —11'4"4 12'1"12 2' - 1116" } 5'10"4 —6'1'12— 2' ---� 23'6" Rv-345# U-260# W-3"8 Rv-1253# U-440# W-3"8 Rv-373# U-300# W-3"8 PLATE-WAVE TPI95 TPI-95 (STD) QTY= i PLIES= 1 TOTAL= 1 REV, 18�.72c4 SCALE =032811 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL CO .O PSF REF n� )(*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 Eg T TC OL /�7 •0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE P ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 42319 J^ BC DL 10 -O PSF ORWG 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 .O PSF THB CONNECTORS PER DRAWINGS 130. 150 6 IGOA—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T I T E 0'e „ TOT.LD. 37-O PSF DEQ LEN. 230600 CONFORM M/APPLICABLE PROVISIONS OF NOS C iPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �:��"IOR1O � Q• SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 6'',r ��r -°'�� DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, STFRED oE7'�'1 SPACING 24.0" ITYPP h i DS Job: 9-0951 LOT 2-102 T19 23'6" Special THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD, 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. r W4X4 S2 W3X4 W1.5X3 (U 6 (V U) U] W5X6 c= W2X4(A1) .» W2X4(A S) a 4 TT 1 2 W4X7 12 11'4"4 12'1"12 —2' 11'6" 5'10"4 6'1'12 2' 23'6" Rv-3320 U=280# W-3"B Rv-12BO# U-450# W-3"B Rv-360# U-290# W-3"0 TAG = T22 SEG = 37517 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2811 ALPINE ENGINEERED PRODUCTS, INC. /± TRUSSES REWIRE EXTREME CARE 08 1/96 TC LL 20. 0 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 Q� TC OL 7.0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP cA 42319� !f BC DL 10. 0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNEC70AS TD 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 THS CONNECTORS PER DRAWINGS 130, t50 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACMEO RIGID CEILING-- SEE s T ``°`: TOT.LO. 37 .0 PSF D/A LEN. 230600 CONFORM W/APPLICABLE PROVISIONS Of NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 11 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,FAC. 1 �� IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, SrFABO EIJGti Jo 9-0951 LOT -1'0 J" 9' 10"13 HJ W VLT THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP M2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 100 MPH WINO, 15.00 FT MEAN NGT, SBCCI, THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, SETBACK. CORNER JACKS HAVE NO WEBS. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REACTION OF 290.01. 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" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-2B0349MU-2W)LEDIAILED 461 i- 12'8"12 4'11"6 T 't' 11 7"10 0 �^ 3X4 ;^ �10 0"10 0 0 12 4X4 m 4.24 L,.— m mm 1. C3 m 2X4(AS) v� 0 2.47 12 "2 10'1"13 f+----2'9"15 91101,13 Rv-491# U-300# W-4"15 TAG = T3 SEG = 29251 PLATE-ALPINE TPI95 TPI-95 STO QTY= 1 PLIES= 1 TOTAL= 1 REV. IB.2c4 SCALE -0.5915 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 00 1/98 TC LL 20 .0 PSF REF (�2 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 c� T An_ TC DL 7 .0 PSF DATE 04/02/99 FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE\\\ `p�i���'•l'9(,:�.ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ° 42319f FA BC OL 10 .0 PSF DRW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE S T A T E DT CONFORM M/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER eIORLD,o• P TOT.LD. 37.0 PSF D/Q LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'f rFTr "p do OUR,FAC. 1 .25 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, SlF{aE0 ED'S - -..-- _..__ .,._-.-..__ ..__ ___._.. -- ........__....___ SPACTNC; See AhnVP TVDC i ark 9- 9 51 LOT -10 J "13 Hj W TRAY THIS DWG. PREPARED 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 03 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, REACTION OF 397.92. 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. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 SETBACK. CORNER JACKS HAVE NO WEBS. THIS TRUSS IS DESIGNEDOTO BEARIANO/OR SUPPORT AtP1 NRL3t@R86IL60ILEO AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 45 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. r- 12'8"12 9'10"13 �11 7"10 3X4 m v IV t+! AFI p O 12 ti 4.24 p mg' ,.2 4X5(R) ZD n m 2X4(A1) vT 2 2.83 B, ..2 9'10"13 ------2'9"15 6'8"9 3'2"4 9'10`13 Rva5700 U=360# W-4"15 ii PLATE-ALPINE TPI95 TPI-95 (STO QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE -0.5985 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF *IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 7.0 n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �CJ T pp_ TC OL / •0 PSF DATE 04/02/99 \\U�wVA\U 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 GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP ''b 423 9 �� BC DL 10. 0 PSF DRWG 1\ \\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER U TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ST A IE UF CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :�r<OgtG'p`� Q TOT.LD. 37.0 PSF 0/A LEN, 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEAE DRYWALL APPLICATION. f".ISH A COPY OF THIS Cr rt ."o d DOR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlF/aED E '1 nn A/`r.­ - -.--. -. __ --.. J b: 9-0 9 51 LOT 2-102 J 7' HJ THIS OWG. PREPARED FROM COMPUTER NP T LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP N2 N BOT CHORD 2x4 SP M2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, . SETBACK. CORNER JACKS HAVE NO WEBS. WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF. CONTRACTORS WARNING: THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REACTION OF 304.58. 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" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-329M NAILED 46M 4'9"f0 11 7"10 m W3X4 m 0 0 12 m 4.24 p m m v� W2X4(A1) 8 „2 10'1"13 �---2'9"15 i 9'10"13 Rv-491M U-330# W-4"15 Rv-305M U-290# NAILED TAG = T44 SEG = 37540 PLATE-WAVE TPI95 TPI-95 (STD) OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF )()(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AMC) n \ 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 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p O ����"'9 ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP Vf 42319 �� BC OL 10 .0 PSF OR WG A445 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAUCED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF T HB CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-_ SEE s T 1 E u'E CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPEAOgto' T 0 T.L O. 37 .0 PSF O/A LEN. 91013 qr*e SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUFMISN A COPY OF THIR S+ �P v �•�'`' OUR.FAC. 1 ,25 IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, jsreREO � - _ -- ----- -------------- --- --- - --- c o e r T nir_ c o o h n v c r.m r i n r I� Job: 9-0951 LOT 2-1.02 J' 2'4"8 8 HJ 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 AN UPLIFT REACTION OF -67# OCCURRED ON A THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIREO. REACTION OF 0.00. 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. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-04-08 SETBACK. CORNER JACKS HAVE NO WEBS, CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT AODMiGNA,L LgAMFO AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 311 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. i� D 12 4,24 p T m Q 8' "2 3'5"13 ---_} 2'9"15 3'4"5 -� Rv-258# U-260# W-4"15 Rv-7# U-200# NAILED TAG = T52 SEG = 37544 PLATE-WAVE TPI95 TPI-95 STD OTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =1 . 1571 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE CJ 1/98 TC LL 20 .0 PSF REF n� I M P 0 R T A N T *SMALL NOT BE RESPONSIBLO 8E FOR ANY WARNING IN HANDLING, ERECTION AND 7 .0 I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S T per_ TC OL / .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY SPS. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p T rT-j'9 O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED. TOP �A g2239� �� BC OL 10.0 PSF DRW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FALATERALLY BRACED OF CHORD SHALL BE LATERABRACED WITH PROPER p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF THS CONNECTORS PER DRAWINGS 130, 150 G SBO&-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --JSEE 9 T AT E O-F CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PR °.�rA4ogI0♦ TOT.LO. 37.b PSF O/A LEN. 30405 SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF ,(q,,� OUR,FAG, 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTORST�ncO EI,I{'jS SPArTNf; R?P ahnvP TVC)C Ener J -0 9 51 LOT 2-1,Q2 J' 7' EJ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP M2 N BOT CHORD 2x4 SP k2 N WEBS 2x4 SP 02 N **%LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR11W* LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START ENO CASE SIDE MAG X-LOC 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, 0 T 54.0 54.0 0.0 9.0 0 T 85 4.4 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. 0 8 20.0 20.0 2.0 9.0 0 B 25 4.4 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. 0 T 4.0 4.0 0.0 2.0 1 8 1.8 1.8 2.0 9.0 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 1 T -51.3 -51.3 0.0 2.0 1 T -49.8 -49.6 2.0 3,0 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 1 T -40.3 -40.3 3.0 6.0 REACTION OF 178.41. 1 T -49.8 -49.8 6.0 9.0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. $$ CONTRACTORS WARNING: TH�, T ICICCR �TONSO P�RBICULAREAR DC�RESISPAOVISEDRT IDURING NAL LOADS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 85iF F---2'4"8 i 4'7"8 11'7"6 m m 0 12 0 i� e � in m QI W2X4(A 1) 6'1"2 7'1"B --i 2'4"8 � 4'7`8 25 Rv-4848 U-260# W-3"B Rv-81Y U-200# NAILED TAG = T49 SEG = 37525 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES- 1 TOTAL= 2 REV. 18.2c4 SCALE =0.510 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF (�� *IMP 0 R T A N T**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-Sl BY TPI. SEE THIS DESIGN �r� T Rn. TC OL 7 .0 PSF DATE 04/02/99 \�J�U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H 05788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p�rr �/�\�\ ALPINE CONNECTORS ARE MADE OF 206A GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS 07HERWISE INDICATED. TOP 114 23 9� �� BC OL 10 .0 PSF DRWG lot A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER \\u)'\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF THS CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 9 r A r E CT r CONFIRM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FDA PROPER <ORtO� TOT.LD. 37 .0 PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��}S,�'r ."e��" OUR.FAC. 1 . 28 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, lFAEO E 't - - - --. _____. ________ --- ___ ..-__ ------_----. CDArTK]r- coo ahnva tvnr o i arL Job: 9-0 9 1 LOT -10 J 5' CJ 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 WE85 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 98.06. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-980 NAILED 10'7"6 m P') 0 0 N 12 N 6 (7 T X4(Al) 4'3 8'1 '2 �+-------- 2' 5' Rv-344# U-210# W-3"8 Rv-440 U-200# NAILED PLATE-WAVE TPI95 TPI-95 (STD) OTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =038002 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE1 EXTREME CARE 08 1/98 TC LL 20.0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND 7U n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T Ate. TC OL 7.0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI, FDR ADDITIONAL SPECIAL PERMANENT BRACING RE .f ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS, UNLESS OTHERWISE INDICATED. TOP 423f9� ✓� BC OL 1 0. 0 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 8C LL 0.0 PSF T)")8 CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T•TE 0-F CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.�*�40glo, `� Q TOT.L D. 3 7 .0 PSF Q/A LEN. 5 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, e SrFgfD E '� F7nAnrA ob: - 951 LOT 2-10 ' CJ THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 02 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 25.87, WIND TC OL - 5.0 PSF, WIND BC OL - 5,0 PSF, CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THIS TRUSS IS DESIGNED TO BEAR ANO/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-270 NAILED 9'7"6 m 1"1 0 c 12 m W Q 8'1"2 3'1"B ----� �+- 2 3 RV-2940 U-21011 W"'3"8 Rv=17N U-200# NAILED TAG = T46 SEG = 37532 PLATE-WAVE TPI95 TPI-95 STO QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =1 .0833 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 0❑ 1�9g TC LL 20. 0 PSF REF *IMPORTANT** SHALL 140T BE 0T BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN Eco T Qc� TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ct 42319f ✓ BC OL 10 .0 PSF ORWG A OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY BRACEDWITH PROPER Tp TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T HB CONNECTORS PER DRAWINGS 130, 150 6 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 9 T At F 0s ,* CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER : IGg10' TOT.LD. 37 .0 PSF O/A LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH!,COPY OF THIS DUR.F AC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. sl EO E '1 OFIA r,TAir' 4 ..I. Job: (9-0951) LOT -10J 1 ' C J THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS_MFW S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP M2 N WEBS 2x4 SP #2 N AN UPLIFT REACTION OF -169# OCCURRED ON A ROOF OVERHANG/CANTILEVER 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 WIND, 15.00 FT MEAN HGT, SBCCI, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 339.16. 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 m 0 c I W2X4(A1) 12 Q 6 C7 Rv-380# U-260# W-3"S Rv-2b*169.020 PWAIUfa LED TAG = T47 SEO = 37535 PLATE-WAVE TPI95 TPI-95 (STD) OTY- 4 PLIES- i TOTAL= 4 REV. 18.2C4 SCALE -1 .5831 ALPINE ENGINEERED PRODUCTS, INC. WARNING TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20. 0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSISLE FDR ANY IN HANDLING, ERECTION AND I \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �r T TC DL 7.0 PSF DATE 04102199 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH 05168 6Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE o iTr�� Ci ©� ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °�a23lg� M.A 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 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0-0 PSF T HB CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s T A T 9 o-F ,- CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER +AoglO' = TOT.LD. 37 .0 PSF 0/A LEN. i SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ] DUR.FAC. 1 .2rJ IN ONLY, AND SHALL NOT OE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SrFFED ENDS --- - C0ATK_TK ir_ nA n" „-I. 9- 9 51 LOT 2-102 / Y 7'E J W V T 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 156.06. WIND TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-51)*156J1.2OMItt8QLED 11'7"6 0 m m 10' 1"1 0 0 � 12 6 � m M 0- 2X4(Al) 4 3.5 vT 12 1 �8'1"2 7' 2 7 Rv-409# U-300# W-3"8 PLATE-ALPINE TPI95 TPI-95 (STD QTY= 4 PLIES- 1 TOTAL= 4 REV. 18.2c4 SCALE -0.6344 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08 J/98 TC LL 20.0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ' n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN r� T $t� TC OL 7 .0 PSF DATE 04/02/99 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE M,ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP ct j23'g� 8C DL 10.0 PSF DRW G A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACEO WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T WP CONNEC70RS PER DRAWINGS 130. 150 6 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING-- SEE s T.T E OF; TOT.LD. 37 .O PSF 0/Q LEN, 7 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '.+40 10` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH75 C Tr c~ OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, STEREO E1 __._. ccerTmr. e Job: 9-0951 LOT 2-02 J 7' EJ W VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N SOT CHORD 2x4 SP #2 N WEBS 2x8 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. REACTION OF 173.34. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-173# NAILED 11'7"6 m m c m o m o m 12 m 6 � 4X 5 2 m 2X4(A1) 8'7"2 �Iu, m B.1,.2 d 4 12 7'1"8 �---2' ---1'9"8 f- 5'2"8 7' Rv-409# U-250# W-3"8 Rv-52# U-2000 NAILED 255 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCAL� =029 6344 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE OB 1/98 TC LL 20 .0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN S T TC DL 7 .O PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFGAMANCE WITH OST66 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23�g� �� BC DL 10 .O PSF DRWG A446 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 O •O PSF T WP CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s r A r E or W CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.�t<ORtp'e`�Q, TOT T.LO. 37.O PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. 1 •2 rJ IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SrF9� Et Jo 9-095 OT 2-102 J 7' EJ W VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, REACTION OF 193.34. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-JE*193§-200AIUfaLE0 11'7"6 m m 1.5X3 ^� m v1 12 0 0 v fo 6 n fn 9 3„2 4X5(R) m 2X4(AS) N N cT Q 4 8'1"2 1 12 7'1"B �---2' 3'9"8 3'2"8 Rv-4090 U-2700 W-3"B PLATE-ALPINE TPI95 TPI-95 (STD) QTY- 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =02 6344 �1ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE OB 1/98 TC LL 20. 0 PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T Qc TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE p.r.r C� O� ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��423),9� IA BC OL 10 .0 PSF DRWG A446 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 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE `T A IE Pr w 7 TOT.LO. 37 .0 PSF OlA LEN. CONFORM N/APpLILABLE PROVISIONS Of NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �:r coq tG ���Q""", SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS c'js r T "p N' OUR.F AC. 1 .25 IN ONLY, ANO SHALL NOT 89 RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTICN CONTRACTOR, IFAED ET's' CO A!'TAIY_' ']A /t�� �..,-..- n i 't n li J b: 9- 9 51 LOT 2-102 J 7' EJ W VL T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FPOM 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, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. REACTION OF 203.30. WIND TC OL - 5,0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-R*203A6200iRA I(PBL[LEO 11'7"6 1.5X3 m . v N m ;'1 o � r 6 m9'7"2 4X5(R) LD Tn 2X4(A1) Q 4 vT 12 iL-0- 7'i"B - -� 7' Rv-409# U-280# W-3"8 i . TAG = T36 SEG = 29261 PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.6344 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REWIRE EXTREME CARE 1 08 A O/9O TC LL 20 .0 PSF REF )(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND OO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HI8-91 BY TPS. SEE THIS DESIGN �S T TC OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MACE OF 20GA GALV. STEEL MEETING ASTM OVIREMENTS. UNLESS OTHERWISE INDICATED, TOP <23119Y T� 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 F TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 P Sf T WP CONNECTORS PER DRAWINGS 130, 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE 9 TAT F F: TOT.LD. 37.O PSF DSA LEN, 7 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER '. '"t 0R1�, `� Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TMIS DUR.FAC, 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION CONTRACTOR. sTFn-D oEN(jS ---TPI " TRUSS PLATE INSTITUTE. NnS " 1991 NATTnNAI nFSTr4 SPFr.TFTrATT— FnR Mnnn rnNRT01W'TTnN SPACING 24,0" T YP E e i a c k Job: 9-0951 LOT -102 J 5' CJ W VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 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 139.64. WIND TC OL . 5.0 PSF, WIND BC OL - 5.0 PSF, CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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" D.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RY-6t-1400200MAIN&MLED 10'7"6 1. 3 m 4X R) m m 9'7"2 0 0 (V 12 N 6 n is 2X4(A1) Q 4 B' 1"2 5'1"B -I m �2' 4'9"8 5' Rv=3440 U-2700 W-3"S TAG = T37 SEO = 29268 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES- 1 TOTAL= 2 REV. 18.2c4 SCALE =0.8002 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/96 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 r� T TC DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TDI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �np� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 0�42819"' !� BC DL 10 •0 PSF DRWG 1,446 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 T W P CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A TE 0 F W 5 CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 401, Q, TOT.LD. 37 .0 PSF 0/1, LEN, i SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TNI$ �}c��+r ryp r'�0 OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STFgEO ED'S w TPT . TRUSS PLATE INSTITUTE. NOS • 1991 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSIRUCTTON SPACING 24-0" T YPF S n e C J b: 9-0951 LOT 2-10 J 5' CJ W VLT 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 98.13. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-4WM=9BV-200AIL6QILEO 10'7"6 m 9'5"15 0 0 lV 12 N 6 J m v 2X4(A1) D 3.5 4.3 12 Rv=344# 0-270# W-3"S TAG = Tit SED = 29241 PLATE-ALPINE TPI95 TPI-95 1 STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0.8002 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF *IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-9I BY TPI. SEE THIS DESIGN c� T T C OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2DGA GALV, STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP p°g23 A BC DL 1 0 •O PSF DRWG A446 GR S 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 T WP CONNECTORS PER DRAWINGS 130, 150 C t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ST A I E p Z, TOT.LD. 37.0 PSF D/A LEN. 5 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/!/97) FOR PROPER ° <OR 10' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �tj r�r'T gyp. OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Sl�ED E�G1 1Pf 01 ATF T—ITTl ITF Nn5 . 10G1 NATTnNC n90,TMN CPFrTFTr ATYnN F= Wnnn fn—T—YTAN SPACING 24 lTVQP7 i ack J b: 9-0951 LOT 2-IQ2 J 3' CJ W VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N 100 MPH WINO, 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 26.84. WIND TC OL - 5.0 PSF, WIND BC OL - 5,0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-27# NAILED 9'7"6 I 9'0"5 0 C7 1 m 6 2X4(A 0 T-1 44 8 1 2 3' 3' Rv-294# U-2500 W-3"8 Rv-170 U-200# NAILED TAG = T39 SEG = 29274 PLATE-ALPINE TPI95 TPI-95 (STD) GTY= 4 PLIES= 1 TOTAL= 4 REV. 18.2c4SCALE =1 .0833 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CAPE 0 8 1/9 8 T C LL 2 O rt V PSF REF (�2 '*IMPORTANT*9 SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND \n \\trVn DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �c� T T C OL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILO THE TRUSS IN CONFORMANCE WITH GSTBB BY TPJ. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IF ALPINE CONNECTORS ARE MADE OF 20GA GALV, STEEL MEETING ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED, TOP ��'423r19F �� BC DL 10 •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, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O •O PSF T W P CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING — SEE s T AT E 0 W CONFORM W/APPLICABLE PPOVI9ION5 Of NOB S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE h/1/911 FOR PROPER i0Rt0' TOT.L D. 3 7 O PSF D/Q LEN. 3 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �+j^frr awn.�' Q DUR.FAC, 1 . 25 IN ONLY, AND SHALL NOT 6E RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlFRE0 E S •--TPI • TRUSSP�ATE�N$TIT TE,__,JN�S 1441 NATIQNAS,_DESIGN_SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0° TYPE s p e c J 9- 95 LOT 2-102 J ' CJ W VL T 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, SSCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, REACTION OF 26.85. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER 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-27# NAILED 9'7"6 0 o B'10"15 12 6 � 2X4(A m On m `v ,p 3.5 81"2 12 I I 3' 2' T— 3' Rv-294# U-2400 W-3"8 Rv-170 U-200# NAILED TAG = T30 SEQ = 29245 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV, 16.2c4 SCALE =1 ,0833 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 08 1/98 T C LL 20. 0 PSF REF *IMP0RTANT** SMALL NOT BE RESPONSIBLE FOR ANY WARNING INHANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THISDESIGN c� T Rr. TC DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE rFr''9ALPINE CONNECTORS ARE MAGE OF 20GA GAL V. STEEL MEET3NG ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °°12319 �11 , 8C DL 1 PSF DRWG AAA6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERot TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 6C LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE A T A T E 0'F CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER AOR SO, `� T D T.LD. 37.0 PSF 0/A LEN. 3 9 A 1 .25 I SEAL ON THIS tRANjNG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cjs�frr F"' OUR. , IN ONLY, ANO$HALL NOT GE RELIED UPON tH ANY OTHER WAY. OESION TO THE TRUSS ERECTION CONTRACTOR. lFRFD ENGt O PA C I C 24.0" ITYPF i a c k .--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Job: 9-0951 LOT 2-102 J 1 ' CJ W VLT 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 AN UPLIFT REACTION OF -169# OCCURRED ON A ROOF OVERHANG/CANTILEVER 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, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 339.21. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. v r 8'7"6 0 2X4(AS o T B'3"15 12 v 6 � 2,B a 3.5 12 2' Rv-380# U-280# W-3"8 Rv-gb*169N•20MIMULE0 SEG = 29248 PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= i TOTAL= 2 REV. 18.2c4 SCALE =1 .5831 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08, 4/98 T C LL 20 .0 PSF REF *IMP 0 R T A N T**SMALL 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 � Rc�. T C DL 7 .0 PSF DATE 04/02/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE f��rr '�9 10 .0 1 ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP • g23�9 �� BC DL 1 O •O PSF DRW G A446 OR 8 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 PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T WP CONNECTORS PER DRAWINGS 130, 150 0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED.RIGID CEILING-- SEE s T A T E''F_ TOT.LD. 37 .O PSF D/Q LEN. 1 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER % 40R1O ` Q, SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j F'r A"o OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SIFgED EN�ti ' ---TPI-- TRUSS PLATE INSTITUTE, NOS " 1991 NATIONAL DESIGN SPECIFICATION FOR WDOO rnNSTRUr.TTON SPACING 24.0" T V P F i a c k Bestcon Inc. 07/16/98 Plan 1213 Design Based on 1994 SBCCI, Section 1606 Roof Pitch : 6112 Mean Roof Height ( ft ): 15 Wall Height: Varies Velocity Pressure (psf): 20.44 Wind Speed(mph) : 100 End Zone Length ( ft) : 6 Wind Front to Back: Transverse Left Sidewall : Length of Load Area - 2'+10.33'=12.33' Description Width (ft) Height(ft) GCp Pressure(psf) Load @ Top Plate(lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 6.33 8 1.1 20.44 569 Shearwall Length: 3'+3'=6 P&L.FUr O.l-y;�vJ Total 1378 Load Shearwall Unit Length Shear Unit Shear: 1378.48 6 229.7 plf 1st.floor SW(3)W/MTTS27B @ END! Right Sidewall of Porch: Length of Load Area - 10.33'+6.17'=16.5' Description Width (ft) Height(ft) GCp Pressure(psf) Load @ Top Plate(lbs) First Floor Wall 16.5 8 1.1 20.44 1484 Shearwall Length: 5' Total 1484 Load Shearwall Unit Length Shear Unit Shear: 1483.68 5 296.7 plf 1st. floor SW(3)w/MTS27B Jeffrey K. Hulsberg, P.E. (904) 886-2401 1 Bestcon Inc. 07/16/98 Plan 1213 Right Sidewall of Master Bath: Length of Load Area -6.17'+11'=17.17' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate(lbs) First Floor Wall 17.17 8 1.1 20.44 1544 Shearwall Length: 3.5' Total 1544 Load Shearwall Unit ---� Length _Shear _ Unit Shear: 1543.93 3.5 441.1 plf 1st. floor SW(3)w/MTS276, SYP Right Sidewall: Length of Load Area -11' Description Width (ft) Height(ft) GCp Pressure(psf) Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 5 8 1.1 20.44 450 Shearwall Length: 3.5'+4'+8'=15.5' Total 1259 Load Shearwall Unit Length Shear Unit Shear: 1258.88 15.5 81.2 plf 1st floor SW Wind Side to Side: Longitudinal Front Wall of Main Frame: Length of Load Area -3.5'+3'+11.75'=18.25' Description Width (ft) Height (ft) GCp Pressure (psf) Load @ Top Plate(lbs) First Floor Wail 3.5 8 1.65 20.44 472 First Floor Wall 3 8 1.2 20.44 294 First Floor Wall 11.75 8 0.8 20.44 768 Gable 3 0.75 1.2 20.44 55 Gable 11.75 4 0.8 20.44 758 Shearwall Length: 16.5+5.5'+8.5'+3'+12'=45.5 Total 2358 Load Shearwall Unit Length Shear Unit Shear: 2358.36 45.5 51.8 plf 1st floor SW Jeffrey ulsberg, P.E. (904) 886-2401 2 Bestcon Inc. 07/16/98 Plan 1213 Rear Wail of Main Frame: Length of Load Area -11.75' Description Width (ft) Height(ft) GCp Pressure(psf) Load @ Top Plate(lbs) First Floor Wall 6 8 1.2 20.44 589 First Floor Wall 5.75 8 0.8 20.44 376 Gable 6 1.5 1.2 20.44 221 Gable 5.75 4.5 0.8 20.44 423 Shearwall Length: 15.5'+4.5'+27.5'=47.5 Total 1608 Load Shea all Unit Length I Shear Unit Shear: 1608.35J 47.5 L 33.9 Of 1st floor SW SW- Shearwalls nailed at 6"o.c. on edges and 12"o.c. on intermediate supports with 8 d common. SW(3)- Shearwalls nailed at 3" o.c. on edges and 12" o.c. on intermediate supports with 8 d common. Jeffrey K. Hulsberg, P.E. (904) 886-2401 3 Truss Connections A� BESTCON INC. 1213A or B MODEL, ATLANTIC BEACH WEST Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection T1 530 960 480 (2)HCPLL; (1) RTPGA830ts ; HCPLL TYP ; N/A ; TYP TYP ; TPP4 on Post ; TYP T2, T3, T4, T5 560 560 (2) HCPLULR TYPICAL TYPICAL T6 560 420 (2) HCPLULR ; HANGER TYPICAL TYPICAL T7, T9 560 560 (2) HCPLULR TYPICAL TYPICAL T16 770 720 (2) HCPLULR TYPICAL TYPICAL ALL OTHER'S <510 <510 (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 plf or 790#uplift for trusses at 2' o.c.) Nail with 8- 10d com. HCPLL/LR Uplift Capacity: 510# ; STC-24 Uplift Capacity: 655# ; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# All connectors are SEMCO or equal (U.O.N.) 04A' Alb '66�o AT"QO 'g,'9 Jeffrey K. Hulsberg P.E. (904) 886-2401