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Permit 1089 Jasmine Street JOBADDRESS PROPERTY OWN, PERMITNUMBER 7V 7�� DA TE INSPECTIONS. FOOTING /:�- 'i- Y 6 SL4B 1,2 - 2r TIE BEAM LIATEL NAILINGISHEA THING FRAMINGICOVER UP 17VSULA 77ON FINAL BUlZDING 3 -/ 7 4' ,f CERTIFICATE OF OCCUPANCY ::3 .-1 -7 ELECTRICAL PERMIT# 76,,,�) INSPECTIONS ROUGH FINAL 3 MECHANICAL PERMIT# / -7 INSPECTIONS ROUGH FINAL PL UMBING PERMlT# /15-/ 6 INSPECTIONS ROUGHIUNDER SLAB 2- 1 TOPOUT 9ci WA TERISE RER a- FINAL NOTES. GENERAL NOTE5: IN5T L FI.OLL SECURITY SYSTEM AL TILE FLOOR COVER ENTIRE H�-"CEPT 51!0� FAMILY ROOM FRONT OF HOUSE TO BE STUCCO EXHAUST FAN5 WITH LIGHTS IN BOTH 5ATHROOM5 5h---ft-kd a W u-GmDE RErRjGtRAToK To F95222RG "-I_Wth a, CAST IRON SINK IN KITCHEN%AKEFfftD#5924' St—aft-Wdd A 3' do" .d I S�G 112 2-112---- z 3,4 5�9 112 ------------------- ---- --- --- ------ ---- -------- --------------------------- HME INW WCATION G" COGS vin To CRIPPLIES%m A, SON 0.4" I GREAT ROOM 0 WFC—A&A SMAP S-1 EACH END. 314 sj ft -Tl-1-T-7' 015FMAL 0 5MAIL5IDE N u< GARAGE > 227 5q ft ------------- rJTCHEN CERAMIC TILE----> ---CARPET// I G7 q ft I C,CEIUNG PLANT SHELF OVER HSGHT- (2. T .......... .......... 5A 112 2112F—IWI 1112 WG-7--*4 2-2 -C-- --------HALL------------ 76 5,1 ft V ET ----------- ft ----------- ----- I 31G u --i VA�LT' 211G8 2cGE, CL 0 1 A MA5TEP BDRM C, 2'3 1 BEDROOM 149"ft 222 5,1 ft CARPET BEDROOM TREY CEJLIWG 3068 143 Sol ft CARM k MA5TI TH -10201 ---------------------- IA7,2 ------------------- '4/ Skjr�.d-C, t- --T ------ �"05E 5M LOCATION ----- - --------------- - LIVING 3 !�A JZ 7 X, !-PTposromsl ABU-�M— P(,TIl'.�E:tPjCL0--)SIMPS0 HO 2'1 IY3 112 91 1 1/2—�—S,E--_j L--- 2- 5T fIR BIT f LOOP,PLAN I CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 March 30, 1999 TO WHOM IT MAY CONCERN: Please be advised that the City of Atlantic Beach owns and maintains the streets, water, drainage and sewer at the following location: I. 1089 Jasmine Street If you require additional information please call 247-5826. Sincerely, George Worley, 11 City Planner GWII/pah cc: City Manager MIMI Elm I 1 11 . . . . . . . . --.1;011 IM-1 0.1tr1dit"l-Catt of (fitu of Atlantic N=4 — Floriba Department of 'Nuffbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the uarious ordinances regulating building construction or use. For the following. Use Classification Single "Family Residence Bldg. Permit No. 17475 Group w.f rame Type Construction Sf Fire District Atlantic Beach OwnerotBuiiding Bestcon, Inc. Address 910 Owen Avenue jacksonville Beach, Ft 5( 13uikrihg Address-CM8 -p 1;t--r P ELticality o", - By: T)C)N C.- FORT) Building Official Date: POST IN A CONSPICUOUS PLACE Tatiftrate of Mcrupang (fitu of Atlantic ificac4 — Nloriba %partment of 'Nuilbing Inspection This Certificate issuedpursuant 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 —e Bldg. Permit No. 1,7475 Group w.frame Type Construction S f Fire District Atlantic Beach 910 Owen Avenue OwnerofBuilding Bestcon, Inc. Address jac.k s u i i v:t tty—Beach—,—Tt-3-2-2 5 BuijAg Address AQO�T--;ne Stleetcafity By: DON C. FORD ;4A -'3Y Building Officia( N, 3 t Y - Date: POST IN A CONSPICUOUS PLACE BUILDING, PLANNING AND ZONING INSPECTION DEPARTHENT CITY OF A TLANTIC BE-4 CH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORXSHEET Date Re(�,uested: Building Contractor :( Suildinc Perm-, 'E- Number : 1 -i47 -S Address : / as, 121 Lecal Descriztion: Rloci Imcrovement-S tc t1lle above described property have teen c--mp-lete,_4 W7 in acccr ance h the terms of the permit and is cer7-i'fie,-` to readv -for occupancy as Lowest Floor Elevation: recuired as bulillz: BEFORE ISSUING CERTIFICA TE OF OCCUPANCY THE FOLLOKlNG MUST BE COMPLETE D -7kRTMENT DATE NOTIF17-D DATE APPROVED BY ub 'L-' c Works 3 n I n,: &uildinq M a f-�2- �� `6 4AM - BESTOON INC H o-5 0 0 1 P- 2 MAP SHOWING BOUNDARY SURVEY OF LOT 1. BLOCK 181. EXCEPT THE SOUTHERLY ro.0p FEET THEREOF. AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH, As RECORDED IN PLAT BOOK 16. PACE 34 or THE CURRENT PUBLIC RECORDS Or DUVAL Couti?y, FLORIDA, FOR: elESTCON, INC. "LOCK EOF, AS v �L c t4��RIOA, 8 EET PER AB P r. ENCEI N I-A OR RIGHT-OF-WAY UEL�M= Efi-CVERTICAL DATUM. ONED NS ARE SHIDwN THIub- ;,v.46) AND R TO NATIONAL 19� CEIVED 8 L 0 C K 1 8 2 MAR 1 2 1999 L 0 T 1 L 0 T 9itY :)f Atlantic Beach BuilJing and Zoning (14 471)7) 0.71 WLY 0419'Ve S' O1 022'00"E 64.00' a"Uwe L 0 T L 0 C K N 24.5' 13.0' _j 91C4 N '01 w z I . 0 01 Ir 09 0 x w mz I.-z LL-- > 13, VI J, o >. D sw�u q Zi < -0 0 F < 0 V) z 2,0' X10 40 -J OD '4b 3.0, .0. .01 1 00 24.5' .'9 100 Z 100 Z S01 422U"E 64.00' J A S M I N E S T R E E T 30' R W PINAL SURVEY.- 3-11-09 NOTE: FOUND ALL IRONS. FOUNDATION SURVIEY-. 1-28-29 NOTE' IFOUND ALL IRONS. MTIFYT14AT THIS SVRWY, PERFORMED UNDER MY RESPONSIKE DIRECTION MEETS THE M u I INIMU CHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-0, FLORIDA LEG ADmINISTRATIVE CODE (PURSUANT TO SECTION 472.027. FLORIDA STATUTES), AND FURTHER CERTIFY THAT m ro QWCRM-ONUMENT a i r No tRoN THEIRE ARC NO IASISLE ENCROACHMENTS UPON THC SUBJECT PROPERTY EXCEPT AS SHOWN. 0 Irl I Ift 0 yNm OrTE: 'W Lor wra�=Hmm APMM VC Lz U%w P-M CLMSM-DAUXIMES. INC. ARC M X- AS IMM MOM IM PL9*b OWRAWK RAIC 443 NALOO AYE,.ikeKsoNVILLL WL,j2za7 RVAIURE MAP&CCMML"Ty PANIM OAIM 4-17-ft. b Em I 10'"T 8; PK rm' SURVEYED, Doommb",2 1098 Pw PaNT OF COkvwNq cur4 SCALE: -1"-20' 'R,04.FQ"QFW 4L EV ROB MLUM RECASWRIf 21.11114YOR NO, 4.87,FLORIOA *A xw&p�w rmcme FIELD BOOK QBG PACE -.§J- JOSE A. HILL JR. *-*W fUrE("7=TO F&49) ILW47 Nor VAM wraw ommom ojr&fwn ux Received Time—Mar-12--, 7'.44AM— /%, A.1--r-.s/,--; q a IA-114 A�: 4 M-AP SHOWING BOUNDARY SURVEY OF LOT 1, BLOCK 181. K 8 EXCEPT THE SOUTHERLY 6.00 fEET THEREOF,�CAS SHOWN ON MAP OF SECTION '*H ATLAN71C BEACH, A5 RECORDED IN PLAT BOOK 18, PACE 3* OF THE CURRENT PUBLIC RECORDS Of DUVAL COUNTY. Fk�-01R�DA- FOR: DESTCON, INC. T. rw MAI 1111 . Olt I W Ell 1,19011 ............. 9RLaE AT MONS NAft"At.0ECIDIM AND RM TO N- R CEI vc L) < 8 L 0 C K 1 8 2 WAR 1 2 1999 L 0 T I L 0 T Pty )f Atlantic Beach Builling and Zoning 0.4'CLY S01022'00"E 64.00' (LS 7044 1 1-4vmm ON Uwe u L a T 8 L 0 C K < N 4 0 13.0' 24.5' 0 16.0, 2.5 -010 N F U. do I w 12 41: <ux 0 mz%A.-z L.L.- w CL - 2 o >--1 6�u. Zi >1 < 0 Lill r-1 0 V) z 20 P < CIO '63.01 0' 01 00 .44 2-8 ;0 z 4.0 [go 4 C4 1.0'- S01*22!00"E 64.00' (LO 1704) J A S M N E S T R E E T 30- R W NOTE. FOUND AL L IRONS. FOUNDATION SURVEY- 1-28-29 NOTIE- POUND ALI. IRONS, 7mET14E 'El ,u",y MRT"TkAT THIS SURVEY, PERFORMED UNDER mY RESPONSIOU 01RECTION MICTS MINIMU CHNICAL STANDARDS FOR LAND SuRVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, Pl STATUTES), AND FURTHER CERTIFY 1HAT ro�44 OOW-RM�QNUM04T THEIqE ARE NO MS18LE ENCROACHWENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 1/.r;v No tam'E3F NOM' TW LOT NAWM 49M Al TO&Z'row"a CLOMM.DASSOICIATES9 INC. 11 - - I, At wAll FROw IM FLOOD 114111,11toll RATE 1443 NALOO AVE., JACKSONMUL 06.222W fe CmTvkm10u*yA%)RC 1111101111%COMMWATY PAUX DA""4-17-ft POINT or POINT OF PRC Pmr or ftc PONT OF WW-OUND WK SURVEYED: no-sr"111,7 j4qA ro 4�w FOtmo ox". TZ01; Na =03 WOUJI411; SCALE: l'-20' Fk1l SU'll NO. 4481, FLOMOA A- mm"14cwac FIEW BOOK QRG PAGE -I&- JOSE: A. HILL JR. MOE(W?H 7193 TO f4a) L"R a c e i v e d T i m e—M a r-12 7:1745P NOT vIll wr~ sawforg X111. /7-,-,�T/ 4..,L-r-.5/ �,tll — 4-4 I'//j54 A�: ;WN , Ilk Ir- L lc� OR r) ale EEO) Jill ----------- %-.Z P R�yl Rol, gel At oa/ LJLL FLOODPLAIN DEVELOPLEENT-INFORMIATION Location:: Lul -a 10CI 1-seck", 14 ni 4/01 Type of Development:_ A�tk�--tesi&i,?�t&�t 10-541UCJ4bq Flood Zone: Required Lowest Floor Elevation: 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. COM2VfENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions.of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propo] ed d elopment. J& A A-0 G1 Date IC)12e,-19e;� / V-- Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department dt Building Department Represe ative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All a120iicationg must be rgoeived by 5 P.m. on the MONDAY prior to the sch2�uled meeting in order to be placed on the acenda fbr consideration. INCOMPLETE APPLICATION5 WILL NOT BE PROCESSED. �i F-s-rc 0 tj T 0 c- vja-r p SAII v,j* F-7 APPLICANT NAME ADDRES9 TELEPHONE ADDRESt OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 0 +Tfes. 6e- 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 7. SPECIFY PROMSED 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 Wth dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all treesMth a DSH of six inches or greater e) Location, DBH and species of all trees Wth 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 vAth brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MU$T BE CLEARLY MARKED ON SITE . BY—RID SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE . ROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES HE CITY OF ATLANTIC BEACH: r)a TF APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE MAP SPwk I WNG PLOT PLAN OF L(O"* I E-XC'6PT .TW4W ATLANTIC SEAC SOUT14 (0-00 FEET TWEREOF,, $LOCK - f8i�SECTIVWI p AS 'RECCADED IN PLAT'BOOK IS PAGES 3Ar OF IHE PUBLIC RECORDS OF DUVAL COUNM FLORIDA, BEARING REFERENCE, BEARING SHOWN ON RIGHT-OF-I WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT, NO "PROT&CTeo " TRE-E!g 04 �0*r. TREe5 V'JI'rH'I'�j P 'V4 To RE-MAW. TOTAL Mjtjjmu�A ED L C-, 6 8-tJ D REerff PALM C EDA R clh Bea 0 OAK city ol J& and zoining PLC- TIR41 K U4 Q) I I ol�!� 41 so" (p JASM)IJE- STIREL- (SO- RIVJ) &4.008 5sR 1�4v 11"s, �v -T Ln %Nj -Z ku to 0 12� U) Alc 5.010 2 2'00" 4.000 Vf I 4AM B E SS T 0 N I�.I"V' 5 Fax Cover Shee' t Bestcon, Inc. 910 Owen Avenue -Jacksonville Beach FL 32250 Phone: 246-3747 . Far 904�246-7126 From: Paul Nic Ij 'ho Williaw(Bill)'Moore' Ahdrea,Durst Jermaine Booker' ,� ' 6 Heide.Wbtfg4n .9 Attn:. 7 T?7 7 Fax 9- - Date: ' fpages, includinz,this cover sheet Comments: /V CITY OF 1*4iae,x Ve=vlt 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 TELEPHONE(904) 247-5804) FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: 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 -711 7-r -/Y a,rx,b 1,4 S incerely, Building Department 1W DATE :3- 7--q PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC, AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3-220-2 THE FOLLOWING FINAL INSPECTION ( S ) HAVE BEEN MADE AND ARE 'SATISFACTORY : --------------------- C, -9 r-/ ---Z-u-z--Z--------------------------- ------------------------------ r------- ,4, Z -7 - -------------- ---------------- ------------------ ------------------------------ Enclosed are the blue copies of the permits. SINCERELY, et�� BUILDING INSPECTION DIVISION ac : FILE PSR,M44 17475 DEPARTMENT 0 CITY OF ATLA $EACH 4 ---- PERMIT INFOWATION ------ -------- LOCATION INFOR14ATION -------- lermit Number: 17475 Address , 1089 JASMINE STREET Permit Type:BUILDING, ATLANTIC BEACH, FLORIDA 32233 ( lass of Work:NEW ------ ---------- LEGAL DESCRIPTION Constr. Type:WOOD FRAME Block:1$1 Lot:1 Twp,. 0 Proposed Use:SINGLE FAMILY seotion: 0 ' Subd: Rng- 0 Dwellings: 0- Subdivision: SECTION H Eat� Value,, 0.00 Improv. , Cost, 84, 500 0,0' Total Fees: , 3, 677 . 38 Amount P 7. 38 a D te P 998 P ork Desc, GLE F TLY 4)ME HSF 1237 - ------- N APPLICATION. FEES ---------- Name: B 600 .00 1,d d r ENUE #26 IATER, IMPACT FEE, 410 .00 JA t6A 322 )6 EWER IMPA 10 IFEE 250 .00 A ohone.- ( 0 ,�1 , n" e I z I 'i, "I", , *0 eel 0194 DOW GAS-H.R.S,., 5.'88 CON TION ADON 'CAB 5% 0 ,31 Namet BESTC APITAL IMPROVE. 325 .00, A _4 EWER 'tAP 0. , M JACKSONVIL, -' FLORIDA 32205 ROSS CONNECTION 35-00 ' Lic: CR0q2 3 5 -111, E( Exv: EC H TMPACT, FEZ 01 0 .00 ONST.SURCHAROZ 3, 57 'U, NOTES: NOTICE - INSPECTIONS MUST BE REQUESTED,AT LEAST 24 HOURS'PRIOR TO INSPECT ION BUILDING MATERIAL, RUBBISH AND DEBRI I S,FROM THIS WORK MUST NOT BE,,PLACED IN PUBLIC SPACE AND r MUST BE CLEARED UP AND HAULED AWAY,BY EITHER'CONTRACTOR OR,OWNER "FAILURE TO ,COMPLY WITH THE MECHANICS' LIEN ,L-Aw CAN RESULT IN THE PROPERTY OWNEAPAYING TWICE FOR WILDING IMPROVE' MtNTS.11 ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCOON,fP5 VIOLATION'OF APPLICABLE PROVISIONS OF LAW. VEMDY Total Paysent ATLANTIN-EACH B ri)!1�71)EPARTMENT By� �ORM k0A-93 SUMMER CALCULATIONS Residential Whole Building Peiformance Method A - Details ADDRESS: Lot: 11181, Subdiv: ATL.BEACH, Platbook: . . . PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BSPIVI Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPIVI X SOF Points .15 1237.0 65.80 12209.2 Double, Clear E 1.5 6.5 40.0 79.70 0.89 28267 Double, Clear E 1.5 2.0 8.0 79.70 0.61 389.9 Double, Clear S 1.5 2.0 4.0 66.20 0.49 130.2 Double, Clear S 1.5 5.0 15.0 66.20 0.74 734.8 Double,Clear S 1.5 6.0 40.0 66.20 0.79 2091.9 Double,Clear W 1.5 5.0 15.0 79.70 0.84 1004.2 Double,Clear W 1.5 3.0 8.0 79.70 0.72 456.8 Double,Clear N 1.5 10.0 15.0 38.30 0.92 531.4 Double, Clear NE 1.5 5.0 10.0 57.70 0.84 484.7 Double,Clear NW 1.5 5.0 10.0 57.70 0.84 484.7 Double, Clear SE 1.5 5.0 10.0 79.10 0.79 627.5 Double, Clear SW 1.5 5.0 10.0 79.10 0.79 627.5 As-Built Total: 185.0 10390.3 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 1025.0 1.70 1742.5 Exterior 1025.0 0.90 922.5 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Base Total: 1231.0 1066.7 As-Built Total: 12311.0 11886.7 DOOR TYPES Area X BSPIVI = Points Type Area X SPIVI = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPIVI = Points Under Attic 1237.0 0.60 742.2 Under Attic 30.0 1244.0 0.60 746.4 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1237.0 742.2 As-Built Total: 13".0 856.4 FLOOR TYPES Area X BSPIVI = 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 BSPIVI = Points Type Area X SPM = Points 1237.0 8.00 9896.0 1 Practice#2 1237.0 8.00 9896.0] FORM 60OA-93 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details rADDRESS: Lot: Ill 81, Subdiv: ATL.BEACH, Platbook: , , , PERMIT BASE AS-BUILT Summer Base Points: 17493.3 Summer As-Built Points: 15806.6 Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17493.3 0.37 6472.5 15806.6 1.00 1.10 0.28 1.00 4945.2 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11181, Subdiv: ATL.BEACH, Platbook: . . . PERMIT#: BASE AS-BUILT GLASS TYPES .15 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .15 1237.0 -10.60 -1966.8 Double, Clear E 1.5 6.5 40.0 -9.20 0.69 -252.7 Double, Clear E 1.5 2.0 8.0 -9.20 -0.11 8.0 Double,Clear S 1.5 2.0 4.0 -28.40 0.37 -41.7 Double,Clear S 1.5 5.0 15.0 -28.40 0.84 -357.8 Double,Clear S 1.5 6.0 40.0 -28.40 0.89 -1006.0 Double, Clear W 1.5 5.0 15.0 -9.20 0.57 -78.2 Double, Clear W 1.5 3.0 8.0 -9.20 0.24 -17.4 Double, Clear N 1.5 10.0 15.0 7.30 1.11 121.5 Double, Clear NE 1.5 5.0 10.0 4.60 1.39 63.8 Double,Clear NW 1.5 5.0 10.0 4.60 1.39 63.8 Double,Clear SE 1.5 5.0 10.0 -22.70 0.79 -178.6 Double,Clear SW 1.5 5.0 10.0 -22.70 0.79 -178.6 As-Built Total: 185.0 -1853.8 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 1025.0 3.70 3792.5 Exterior 1025.0 2.20 2255.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Base Total: 1231.0 2996.6 As-Built Total: 1231.0 4534.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1237.0 1.20 1484.4 Under Attic 30.0 1244.0 1.20 1492.8 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1237.0 1484.4 As-Built Total: 1344.0 1692.8 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 Type Area X WPM = Points 1237.0 7.40 9153.8 Practice#2 1237.0 7.40 9153.8 FORM 60OA-93 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11181, Subdiv: ATL.BEACH, Platbook: . . . PERMIT#: BASE AS-BUILT Winter Base Points: 13705.2 Winter As-Built Points: 17185.3 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13705.2 0.55 7537.8 17185.3 1.00 1.10 0.45 1.00 8594.9 FORM 60OA-93 WATER HEATING AND EPI SUMMARY Residential Whole Building Performance Method A - Details ADDRESS: Lot: 1/181, Subdiv: ATL.BEACH, Platbook: . . . PERMIT BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 3803.00 11409.0 50.0 0.86 3 1.00 3891.44 1.00 11674.3 As-Built Total: 11674.3 EPI SUMMARY BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 6472.5 7537.8 11409.0 25419.4 4945.2 8594.9 11674.3 25214.5 EPI : 99.2 'e'llauE Sr 0 WE ENERGY PERFORMANCE LEVEL DISPLAY CARD For detailed information of the EPI rating number ot: 1/181, Subdiv: ATL.BEACH, Platbook: or for any ITEM listed, ask your Builder for DCA Form 60OA-93 or Form 60OB-93 6EPI=- 0 10 20 30 40 50 60 70 so 90 IDD excellent good acceptable The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RESIDENTIAL ENERGYPERFORMANCE INDEX ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS................................................ Double Clear I INSULATION............................................ R-10 R-30 Ceiling R-Value............................. 30.0 1 R-0 R-7 Wall R-Value.............................. 11.0 1 R-0 R-19 Floor R-Value.............................. 0.0 AIR CONDITIONER................................... 10.0 SEER 17.0 SEER...................................................... 12.00 F------T. 9.7 EER 16.0 HEATING SYSTEM................................... 6.8 HSPF 12.0 Electric HSPF........................................ 7.50 WATER HEATER..................................... 0.88 0.96 Electric EF...................................... 0.86 4 0.54 0.90 GasEF...................................... N/A I 1.0 5.0 SolarEF...................................... N/A I OTHER FEATURES................................. .......I..................................................... ............................................................. I certify that these energy saving features required for the F"i Energy Code have been installed in this house. Builder Date: Address: Signatu�re: City/Zip: Florida Energy Code for Building construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 SERIAL # 7116 ResmanuJ(c) 11-03-1998 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) Project name : LOT 1/181 ATL.BEACH Address : City/State : Owner : Builder : BESTCON HVAC contr. : McGOWANIS Cond Flr Area: 1237 SF * GLASS/SF RATIO 150-. * House Faces: East * 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. 5506 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 20775 . 71 STRUCTURE SENSIBLE 14242 . 96 MECH.VENT- 0 Cfm 0 . 00 SENS. + MECH.VENT 14242 . 96 TEMP.SWING @ 3 DEG. 1 . 00 OCCUPANT/APPLIANCE 3000 . 00 DUCT LOSS 1038 . 79 DUCT GAIN 1724 .30 TOTAL LOSS/BTUH 21814 . 50 TOTAL SENSIBLE 18967 .26 TOTAL LATENT 3238 .47 SENSIBLE + LATENT 22205 . 73 200-. OVERSIZE FACTOR 4362 . 90 2001 SENS.OVRSZE FTR: 3793 .45 ACTUAI, + 20�; OVERSIZE: 17242 . 96 SENS. + 20-0o OVERSIZE: 22760 . 71 HTG FTR = 37 . 8 CLG FTR = 20 . 5 CLG DESIGN CFM 924 .33 EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD # HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S) EER CLG CFM TYPE CITY OF ATLANTIC BEACH Fixcure Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREHENT OF WATER 0EXAND FOR EACU WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE, WATER SJP?LY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE C17Y WATER SYSTEM. 9'--BATHROOM GROUP CONSISTING OF —SERVICESINK T?,Ap STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 .1 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL L:? (4) ,SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) —SHOWER STALL DOMES71C (2) —F,LAUNDRY TiAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) —1—DISHWASHER (2) 2- WASH SINK EACH SET OF —L—XI=EN slyx (2) -2- FAUCETS (2) DENTAL LAVATORY (1) KITCM SINK WITH WASTIZ DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET —URINAL STALL, WASHOUT (4) FLUSHING Rim SINK (8) COMBINATION SINK AND TRAY WITH "COD DISPOS. (4) URINAL, PFZESTAL. SYPHON JET TDRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARZER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURCEONS (2) JACUZZI (2) 0 URINAL STALL. WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ Wo. JOB INFORMATION /0 ,f- PROIMRTY DESCRIPTION Lot # I , 910Ck #- l6k , Section Subdivision: c- RECEIVED Street Name 1998 or Address-: (If in a- FLOOD HAZARD Flood Zone: area complete page 3) CitY of Atlantic ea�rh- Brief De-sc=iptj d'9 Class- of W6rk: I (New/ Remodel/Addition:— zoh-x= 1=091027M Type of Construction- Zoning Proposed, IN 4,-: District: U s e Estimated Value $ -Z� Exceptions or Variances Materials. Granted: SoLi-d- or Filled GrcLuncL:. zl�f-I-�cl 2oaf.: tn�je_a Method of Heating: IrAVAc� OwzwR Property Owmer, ' 7?-,eS-VC-6 C- - Phone Mailing Address -8 5�14 - --L-,;,h,-) -w F - Zip: zx:�4 CONTIULCTCR 1b,70209MON Contractor: Phone: Mailing- Address 6 7;74e�Z-(, P t Zip.- .—:�ZZ6G' Expiratiorr STATE LICENSE NO: Date: I HEREBY CER71FY THAT' I HAVE READr AND EXAMINErY THIS APPLICATION AND KNOW THE SAMETO BE TRUE AND CORRECT-. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITR, WHETHER SPECIFIED HERE114 OR NOT. THE. GRANTING- OF A PERMIT DOES NOT PRESUME TO- GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, RF-GULATI-ONS,. ORDINAN=', OR LAWS IN ANY MANNER, INCLUD-ING THE GOVERNING '..OF CONSTRUCT'ION 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 AND/Z AVPP TING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. J( / n tAj qwrwr�vi�.,qn#Pmv0a.,,., DATE 9A,e- Cont DATE A) SWORN OF (7 _j%D&SCRIBED BEFORE. ME. BY c /5 THIS DAY 19 9.4:�— Andrea L Durst MY COMMISSION#CC749895 EXPIRES lune 10,2002 NOTARrUBLIC BONDED THRU TROY FAIN INSURANCE INC ,fW , FORM 60OA-93 SN: 1234 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Whole Building Performance Method A Project Name: 1181AB Builder: BESTCON 7 Address: Lot: 11181, Subdiv: ATL.BEACH, Platbook: Perm itti ng Office: _�'4 TL14t',j_r I C 13&,'%C 14 City, State: PermitNumber: 1'7V7S- Owner: Jurisdiction Number: -1( Climate Zone: North 11oo I. New construction or existing New 11. Cooling systems 1 2. Single family or multi-family Single family a. Central Unit Cap:29.7 kBtu/hr 3. Number of units,if multi-family SEER: 12.00 4. Is this a worst case? No b.N/A 5. Conditioned floor area(ft') 1237 f12 6. Glass area&type c. N/A a. Clear-single pane 0.0 ft2 b. Clear-double pane 185.0 f12 12. Heating systems c. Tint/other SC-single pane 0.0 ft2 a. Central Heat Pump Unit Cap:29.7 kBtu/hr d. Tint/other SC-double pane 0.0 ft2 HSPF:7.50 1 7, Floor types b.N/A a. Slab-On-Grade Edge Insulation R---O.O, 178.0(p)ft b. N/A c. N/A c. N/A 8. Wall types 13. Hot water systems a. Frame,Wood,Exterior R=l 1.0, 1025.0 ft- a. Electric Resistance Cap:50.0 gallons b. Frame,Wood,Adjacent R=1 1.0,206.0 ft2 EF:0.86 c. N/A b.N/A d. N/A e. N/A 14. Hot water conservation credits 9. Ceiling types (HR-Heat recovery,solar a. Under Attic R=30.0, 1244.0 ft' - DHP-Dedicated heat pump) .0 f12 b. Under Attic R=19.0, 100 - 15. Infiltration practice(1,2,or 3) 2 c. N/A 16. HVAC credits 10. Ducts (CF-Ceiling fan, a. Sup:Uncond. Ret:Uncond. Sup.R=6.0, 125.0 ft CV-Cross ventilation, b. N/A HF-Whole house fan, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 25214.00 Total base points: 25419.00 EPI 99.2 i I hereby certify that the plans and specifications covered FRevieEw of the plans and sp cif by this calculation are in compliance with the Florida specifications covered by this 0, I I ca cu Energy Code. calculation indicates compliance with the Florida Energy Code. Z PREPARED BY: Before construction is completed ;A DATE: . I (/:3/,78 this building will be inspected for *lu i I hereby certify that this b is in compliance,,with the compliance with Section 553.908 Florida Energy Code. Florida Statutes. 0 W-E OWNER/AGENT: BUILDING OFFICIAL: DATE: 1� 1;9, DATE: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 0 m Date - �3 - T ;T Heated Sauare Footage t23 �L ., @ s 0 C--,r S.17 1. Garage/Shed &-�10 ' @ $ per Sa S LQ I" CarportjPorc�,. 1K NP - pe-- sa t Deck (a S D e r sc� a f t pat� o @ TOTAL VALUATION : S 0 ;LG 0 60 Total Valuation ist. $ �501000 ,� �A. -,5 C 0 /46 , V-t-� 's /-/0 Remaining Value per thousand or portion thereoft TOTAL BUILDING FEE + Filing Fee c:;20 0 (0 ) Firepiaces @ $15 , OC s BUILDING PERMIT FEE S— 0 WATER IMPACT FEE 4110 (-,,(o SEWER IMPACT FEE S 1 .2-3-0�oo WATER METER/TAP cz CAPITAL IMPROVEMENT SEWER TAP [2 3 '�, R A D C.N ( H R S C 0 5 0 S ��7, SECTION H PAVING $_ HYDRAULIC SHARES S CROSS CONNECTION $ 0 /(2.3 7- SURCHARGE . 00 5 8 .5- �_5-17 2- OTHER $ -7 GRAND TOTAL DUE 3 7 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Eiectric/New Electric/Temp ; SwimminaPool Septic Tank Weli Sign Finish Floor Elevation Survey Other CALCULATIONS and/ or NOTES : NOU 11 '98 10:31 CLARSON 073 P02 MAP SHOMNG PLOT PLAN OF LO) J , EXC9PT .TOR SOLIT14 (0-00 FIFET THERE01* BLOCK . 1,81,0 SECTICW W ATLAkTIC BEACH AS RECCADED IN PLAT'ElOOK 18 PAGES 34- OF IHE PUBLIC RECORDS OF DUVAL COUNTY, FLORIOA, EQH- 5p-5TCDKj.)*'I-4c. BEARING RF.FFREN.CE- BEARIN,G SHOWN ON RIGHT-OF-WAY LINE HEREON .IS THE SAME AS SH94P"ON THE ABOVE MENTIONED PLAT, 1) ND "PROTE-CreD " TRE&S 04 LO*r. -9) TREE5 WITHIM FRIV4 To RrE-MAW. -B) TOTAL MINIIMUM ?L.AOTIM6 RC-OUIRE01- L r--6 C--tl D PALM CEDAR SILK 0 OAK T-R J PLC- OA K U4 JASMINE -STREL- U4 (SO. RIJAJ) 4� so 22 00 e . - &4.ool c� T-7 20, 5RL tu 0 4k j 4 A ui 8 PAfio zo,lakl- 0 / 7& C) / CITY OF ATLANTIC BEACH, FLORIDA Approy APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR,, DATE,. �MPCRTANT NOTICE� IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Flectric Co. -'4 57 -EC-0001713 ELECTRICAL FIRM: --MASMf(ELJ��N SIgNATURE JOURNEYMAN NAME zll�- m',"'i T(Z-2- ADD SS:. 0(act RFD-BOX SIZE SLOG t!t 0 BETWEEN: RES. (JI) APT. I ) COMM, ( PUBLIC INDUS. NEW OLD ( REW. ADDITION ) TRAILER TEMP, (11-1*' SIGNS I ) SQ. FT. SERVICE� NEW I INCREASEII ) REPAIR FEE CONDUCTOR SIZE AMPS 5-0 COPPER ALUM, �� SVflTCH OR BREAKER 5c Amps I P H W /k-jJV 0 L T P RACEWAY EXtS7.SERV, SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALEDI � OPEN TOTAL RECEPTACLES CONCEALEDL � OPEN TOTAL SWITCHES 0.30 AM 31-100 AMPS. INCANDESCENT FLUORESCENT & M. V, FIXED 0-i00 AMPS. 0vcA APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP, MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS1 MliSCELLANEOUS � 76 0 D-- CITY OF ATLANTIC BEACH, FLORIDA Approv*d by APPLICATION FOR ELECTRICAL PERMIT 4 ca TO THE CHIEF ELECTRICAL INSPECTOR: DATE;-4 19 IMPOF3TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN�ACCORDANCE WITH T�QE ELECTRICAL REGU IONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Munson and Bryan Dectric Co. C-0001713 77aff 14 23 ELECTRICAL FIRM: =RNEYWAN Slilelf RFD—BOX— NAME BLDG.SIZE ��610vkl � 11XIADAJ BETWEEN; 0 RES. AFT. ( COMM. Pt��IC I INDUS. NEW OLD ( REW. ADDITION ( ) TRAILER I TEMP. ( ) SIGNS I I SQ. FT, SERVICE: NEW (Vlf/' INCREASE ( ) REPAIR ( FEE CONDUCTOR SIZE JQ 1 '50 AMPS COPPER ALUM. It-) SVflTCH OR BREAKER AMPS PH \3 W 'VOLT CAW- RACEWAY EXIST.SERV,SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE INO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED IOPEN ITOTAL 0.30 AM 31,1011 1,M P 11, SWITCHES INCANDESCENT FLUORESCENT &M.V. FIXED 0000 Amps. I OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS M'ISCELLANEOUS A*�W TRANSMITTAL DOCUMENT FOR JEA DATE: /- zC The following permits have passed "rough" inspection: Permit No. Address r 7 �L Please update vour records accordingly. T ha 11�aj BUILDING CLERK CITY OF ATLANTIC BEACH /vcb DATE : __/ Y PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 2 WEST DUVAL STREET JACKSONVILLE, FLORIDA 3222202 THE FOLLOWING FINAL INSPECTION( S ) HAVE BEEN MADE AND ARE SATISFACTORY : -7 C, X '51----------------------------------------- ------------------------------------------------- 1 �------------------------------------------------- ------------I------------------------------------- ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION (=c : FILE .17617 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH, PERMIT INFORMATION ------ LOCATION INFORMATION --- ----- Permit Number, 1763.7 Address : 1089 JASMINE STREET Permit Type:MECHANICAL ATLANTIC BEACH, FLORIDA 322:33 Class of Work:NEW LEGAL DE$CRIPTION Constr., Type:WOOD FRAME Bloc-k: 181 Lotil. Twp* 0 Proposed Use., STN13LE FAMILT SectiDn: 0 Subd- Rnq: 0 Dwellings: 0 Subdivision: SECTION H Est . Value, 0 .00 Improv , Cost : 0 ,00 Total, Fees : 43 - 00 Amount Paid: 3�00 Date Pa" 99 HEAT AND AIR N APPLICATION FEES 4ame,, BE-' 43 ,00 Iddr* VENUE #26 'JAC IDA 32206 N o:l , '�4� 'o 104� — Thone . ON MATION ------ T' ame� M 0 S TI AIR tOND� L T, OAD ...... ;ddr , 4850 OLLT Lic: CA!;P1997 Eyp.* 9 NOTES: NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOUASPRIOR TO I NSPECTION "MIMAtERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE '.'A' N''D HAULED AWAY BY EITHER CONTRACTOR OR OWNER EARED-,. T ILURE TO COMPLY WITH THE' MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR iLmNG IMPROVEMENTS. UED-ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOC;AT`I?t4 FOR., L TION OF APPLICABLE PROVISIONS OF LAW, A D RTME r 7 B I BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT' CALL-IN NUMBER IMPORTANT Applicant to complete all items in sections 1, 11, 111, and IV. Street Address: Z)f LOCATION 1S'11z221e7-i& OF Inforillefing Street$: Between And BUILDING sulb-division C- 111. IDENTIFICATION — To be completed by all applicants. In consideration of perm it 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. Nam* of Mechanical MCGowan' s Heatina & Air- Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of M-48 . Property Owner __rl C_ Signature signature of *fo t2 a or A411horizisd ;gart oil-, �-�hifecf or Engineer Ill. GWRAL INFORMATION A. Typ of hosting fush B. IS OTHER CONSTRUCTION SEING DONE ON Elischic THIS BUILDING OR SITE? Lz� E3 roes—0 LP E3 Natural 0 Central Utility L.-001 IF YES, GIVE NUMBER OF CONSTRUCTION C] Oil PERMIT E3 Other — Specify IV. MICHMIC.Al.liqUIPMENT TO It INSTALLW NATURE OF WORK 1pfeirisile complete list of componsints an back of this form) Residential or El commercial Heal [3 Space E3 Recessed C_;id Control 0 Floor ��Iew Building *56 Central El Existing Building /�Z�Air Condifloning: 0 Room x 0 Replacement of existing system )1P Duct System: Misforial �e Thicinsin, I - - >CjNew Installation(No system previously Installed) Maximum capacity ell) El Extension or add-on to existing system 0 Refrigotsiffon 0 Other — Specify C] Cooling tower: Capacity g.pm. CI Fire sprinklers: Number of heads 13 Elevator 13 monliff [3 Escalefo (number) THIS SPACS 001t OFFICII USIII ONLY C3 .Gasoline PumpL _(numbsir) 13. T&A. -(number) Remarks 13 LM contains (number) Unfirsid pmsure vessisi Permit Appr oysid by Do Solleft i3 060 — Specify Permit Fee Lisr ALL EQUIPMENT AM CONDITIONING AND REFRIGEPLATION FQUIPMENT C.Spadty Approvbg ?#Mber X7n1t2 Description Model Number Manufacturer (7ves) AS400y 17516 ,� DEPARTMENT.OF BUILDING CITY OF ATLANTIC BEACH Lo ------- cATIOx INFORMATION PEP341T INPdMTIOX� ZET, j I lermit I Nu mber: A 4ross 108:91 JASMINE STR RiDA 32233 , ATLANTIC BRACH, FLO Permit: Type:PLUMIINO I I I ------- LEOAL DESCRIPTION ----------- d3ass of Work-.NEW 01 Twp: Constr. Typt."WOOD �rRAME slock:181 L I o I t :,l Proposed Use,.SINOLE FAMILY Section: 0 subd: 'Rag I llings* 0 Subdivision:$ECTI10N H : Dwe 11 Est. Value.* 0 .00, 'Impr,6v. Cost : 0 .00 'Total Fe 0 .00 Amount P Data ttvvt lrvvmelw APPLICATION FEES -------- 1 57 .00 ame: 4�f 0 AVENUE #26 1 32206 jDA Om e.4 one,: CON Tr TION rA� RI 'JACKSONV L, FLA., 322,10 Ltc:1 Zip: y NOTES, NOTICE - INSPECTIONS MUST BE REOUESTED AT LEAST 24 HOURS�PRIOR To INSPECTION �'BUILDI NG MKrERIAL� RUBBISH AND D I EBRIS FROM,THIS WORK MUSt NOT.BE PLACEQ:IN PUBLIC SPACE,"AND MUST BE R ItA CLEARED UP AND HAULED�,AWAYSY EITHER CONTRACTOR 0 OWN 66,FA URE.- TO COMOLY WITH, THE MECHANICS' LIEN ,LAW, CAN RESULT -IN iL ft, MOO 0 VEMENTS. T P ,HE 140PERTY. ING TWIC15 F. R:SUI,LDING,�IMPRO REVOCATI04J r-0 ISSUED ACCORDING TO A0PROVEOPLANS WHICH ARE PART OF THIS PERMIT AND 9-ow- eCT TO VIOLATION OF APPLICABLE PROVISIONS OF LAW. hAa 121"44 44"1 ----------------- --P___ P E P PORMATIO 0" IN' 9 JAS14IN STRZ AT LOCAT� 10 a BE TLA7ACJJ� FLO ....... Le r , OAL D SCRI TION ATLANTI CH BUILDIN EP RTMENT By: CITY OF ATLANTIC BEACH APPLICATION FOR PLU)MING PERMIT JOB LOCATION:-- - 10%11� OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUrvlR_,,Nvr, ir AND ADDRESS: P. 0. BOX 14668 TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: a TYPE OF BUILDING: TYPE OF WORK: HOW MANY OF THE FOLLOWING FIXTURZ3 INSTALLED [—SINKS SHOWERS —LAVATORY WATER HEATERS BATH TUBS —DISHWASHERS -_.!URINALS DISPOSALS CLOSETS _WASHING MACHINE —FLOOR DRAINS SHOWER PANS OTH mc��f_ TOTAL FIXTURE COUNT:_J x $3.50 + $15.00 = $ 6- 7- 60 -------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT ZDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD To SCHEDULE INSPECTIONS (904) 247-5826 /�*-1 T:�Oa Ck Bestcon, Inc. 10/21198 Plan-1213 Design Based on 1997 SBCCl, Section 1606 Roof Pitch : 6/12 Mean Roof Height( ft ): 16 Wall Height: Varies Velocity Pressure (psf): 20." Wind Speed(mph) : 100 End Zone Length ( ft 6 Wind Front to Back: Transverse Right Sidewall : Length of Load Area-11' Description Width (ft) Height(ft) GCp Pressure (ps� 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 n t Length Shear Unit Shear: 1258.88 15.5 t1.2 plf 1st. floor Sw Left Sidewall of Master Bath: Length of Load Area-111+6.25'=17.25' Description Width (ft) Height(ft) GCp Pressure (psD Load @ Top Plate (lbs) First Floor Wall 17.25 8 1.1 20.44 1551 Shearwall Length: 35 Total 1551 Eoad Shearwall Unit Length Shear Unit Shear 1551.12 3.6 4443.2 plf 1st. floor SW(3)w/MTS27B Jeffrey K Hulsberg, P.E. (904)886-2401 Bestcon, Inc. 10/21/98 Plan 1213 Right Sidewall of Porch: Length of Load Area-6.25*+10.33*=16.58' Description Width (ft) Height(ft) GCp Pressure (ps� Load @ Top Plate (lbs) First Floor Wall 16.58 8 1.1 20.44 1491 Shearwall Length: 5' Total 11491 Load Shearwall Unit Length Shear Unit Shear: 1490.88 5 Z98.2 pif 1st. floor SW(3)w/MTS27B Left Sidewall: Length of Load Area-10.33*+2*=12.33' Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate(lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 6.33 8 1.1 20.44 569 Shearwall Length, 3' Total 1378 Load Shearwal) Unit Length Shear Unit Shear: 1378.48 3 159.6 plf I st floor SW(3)wl MTS27B /9 Jeffrey K. Hulsberg, P.E. (904) 886-2401 2 Bestcon, Inc. 10/21/98 Plan 1213 Wind Side to Side: Transverse Front Wall of Main Frame: Length of Load Area-3'+3.W+l 1.7T=18.25' Description Width (ft) Height(ft) GCp Pressure (psD Load @ Top Plate (lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 12.25 8 1.1 20.44 1102 Shearwall Length: 12+3+&6+16=37�6 Total '1911 Load Shearwall Unit Length Shear Unit Shear: 191&81 37.5 51.0 plf 1st floor SW Rear Wall of Main Frame; Length of Load Area-11-75' Description Width (ft) Height(ft) GCp Pressure(psD Load @ Top Plate(lbs) First Floor Wall 6 8 1.65 20.44 809 First Floor Wall 5.75 8 1.1 20.44 517 Shearwall Length, 28'+4'+1 5=47' Total 1326 Load Shearwall Unit Length Shear Unit Shear: 1326.32 47 28.2 pif Ist floor SW SW -Shearwalls nailed at 6"o.c. on edges and 12"o.c. on intermediate supports with 8 d common, SW(3) -Shearwails 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 BESTCONINC. PLAN 1213, 1/181 WEST ATLANTIC BEACH, THE TWARDZIK RESIDENCE Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection 530 960 480 (2)HCPLL;(1)RTPGA830ts, HCPLL TYP ; N/A , TYP TYP ; TPP4 on Post ; TYP T2, T3, T4, 560 (2) HCPLULR TYPICAL TYPICAL T6 560 "_____42__0 _ (2) HCPLULR ; HANGEk___'_ TYPICAL TYPICAL _f7,_T9 560 _560— (2) HCPLULR TYPIC-AL TYPICAL 776-- __f2_O_ (2)HCPLULR TYPICAL TYPICAL ALL OTHER�:��<�10� <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. Vvith 4- 16d com. Typical: TPP4 at sill and double plate at 32"o.c. (Capacity: 395 pff or 790#uplift for trusses at 2'o.c.) Nail with 8- I Od 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(LI.O.N.) 12 7:21, /9 Jeffrey K. Hulsberg P.E. (904)886-21 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach SPECIFICATIONS DATE: 11/6/98 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 1,Block 181 Section H Atlantic Beach(Adantic wk K 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: 2,500 —slump: 3" Width: 16" Depth: 10" R inforcing:#5 Number: 2 Spacing: 8" Dowels:#5 —FSpacing.-48" Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width: N/A Depth:N/A Reinforcing.-N/A I Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A I Keyway:N/A FOUNDATION WALL-Material:Concrete Block If Concrete Block-Size: 8"x 16" 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 DiameterN/A Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A PILINGS-Material:N/A Size:N/A Spacing:N/A __TDepth: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 Number:N/A Spacing:N/A FOUNDATION WINDOWS:NIA Size:N/A FOUNDATION DOORS:N/A Size:N/A CRAWL SPACE-Ground Cover:N/A Vents:N/A Access:NIA rain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier.-N/A Foundation Insulation:N/A —FR-Value:N/A Found.Bolt/Size:N/A Spacing:N/A Termite Protection:N/A GIRDERS-Material:N/A Size:N/A Span:N/A COLUMNS-Material:N/A Size: N/A Spacing:N/A BEgrCON,INC. 4000-B St Jobns Avenue,Jacksonvik,FL 32205 11/098 CRC-022365 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 2.FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A --FReinforcing:N/A T Thickness:N/A Fifl:N/A Vapor Barrier.N/A ___FFZh&Curing Compound/Sealer:N/A HOUSE FLOCIR-Concrete Mix or PSI: 2500 1 Slump: 3" Thickness.- 4" Reinforcing:Fibermesh Fill: Sand FiZh&Curing Compound/Sealer: Steel smooth(no curing compound) Vapor Barrier: 6 mil poly STOOPS OR PORCHES-Concrete Mx or PSI: 2500 Slump: 3" Reinforcing:Fibermesh ___JFi1l: Sand Thickness: 4" Size:Varies Finish&Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete M[ix or PSI: 2500 3" Reinforcing: Fibermesh JFill: Sand Thickness: 4" 7771�;: 3' wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mx or PSI: 2500 1 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Nfix or PSI: 2500 —1—slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 411 Size: 16'wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: V2"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 silI plates-,rim joists;floor joists;sub flooring;plates;exterior and interior walls;ceiling joists;headers, rafters;roof sheathing-,sub fascia and fiLs6a;bridging;joist hangers,rough framing materials for stair jacks,treads and risers;col1ar ties;other attic bracing materials-, roof overhang and soffit; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding comers;interior and exterior decorative beams and posts;exterior moldings;windows;exterior doors(excepting the garage door);ventilation materials-,furring blocks on concrete waHs-1 bracing; stiffbacks-1 backing blocks; nailing blocks-, fi-aming 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. BESMON,INC. 4000-B SL Johns Avenue,Jacksonvifle,I L 32205 11/6/98 CRC-022365 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach Framing Materials: Sill hm�dation: 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:N/A Concrete block Size:N/A Comer Brace Material:N/A Wall Siding Material:N/A Concrete block Size: Varies Roof Sheathing Material:0.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:N/A Windows: 8d galvanized LE e�rior 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 N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs N/A-Concrete block 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 61 Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 4000-B St Johns Mmue,Jacksonvffle,FL 32205 11/6/98 CRC-022365 3 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach Exterior Trim Material/Grade or Species Thickness size Fascia Board Vinyl Varies Soffit Vinyl Varies Siding Comers N/A Concrete block N/A N/A Garage Door Trim PT SYP 2" 81, Window Trim N/A Concrete block N/A N/A Door Trim Primed exterior trim 4" Rake Board Vinyl Varies Exterior Beams Vinyl Varies Exterior Posts N/A Concrete block N/A N/A 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:N/A Screens: Fiberglass Storms:N/A Grilles:Muntins on windows facing the front Shutters:N/A 5.ROOFING: Shingles Material:Fiberglass Grade:20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# ---TSize/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: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BFMCON,INC. 40W-B St Johns Avenue,JacksonviHe,FL 32205 11/6/98 CRC-022365 4 OWNER:Twardzik Lot 1,Block 181 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 Trim only 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 N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Sto 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 TV 1-3/4" Stanley Sliding/Patio KINCO M50 5'-0" 5/8" insulated Garage ROLL-LITE Model I 10 16'xT 2-1/2" ROLL-LITE Other BESTCON,INC. 40W-B SL Johm Avmue,Jacksmvdle,FL 32205 11/6/98 CRC-022365 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Foam 7 N/A —1213 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft —1350 Rim Joist N/A Floor N/A Other 9.INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard Masonite Flush 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 Tylo 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 SL Jobas Avenue,JacicsonwIle,FL 32205 11/6/98 CRC-022365 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 10.INTERIOR WALLS AND CEILINGS: TABLE I DRYWALUPLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/21, Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture 1/2"Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over High N/A TABLE3 SPECIAL MOLDINGS Room Type Material size Other: 11. CABINETS,VANITIES, COUNTERTOPS,BOOKCASES: IBMCON,INC. 4000-B St Johm Avmue,Jacksmvffle,FL 32205 11/6/98 CRC-022365 7 OWNER:Twardzik Lot 1,Block 181 Atlantic-Beach LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen K-Wood Flat Panel WilsonArt 4"WilsonArt None Master Bath K-Wood Flat Panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 K-Wood Flat Panel WilsonArt 4"WilsonArt None Bath#2 Other: 12.MASONRY: MORTAR MIX:N/A FACE BRICK/STONE, Style/Number:N/A Bond/Pattem:N/A Mortar Color:N/A ..==Joint:N/A _[Brick Tie Spacing:N/A Lintels:N/A FIREPLACE BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump: N/A Cleanout.-N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A I-learth Size: N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry-FRONT AND FOUNDATION ONLY 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 801/6 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 C/U CPKE30-IA A/H A30-05 Evaporator Coil,Brand Name,Model, Size:N/A MrCON,INC. 40()0-B SL Johns Avenue,Jack-sonville,FL 32205 11/6/98 CRC-022365 8 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 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 Supplys Number of Return Air Other Basement N/A N/A First Floor I I I Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw–8 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 _Tprivate:N/A Disposal Field: N/A __1—Private:N/A Water Supply-Public: City of Jacksonville Pressure Reducing Valve-Make&Model:NT /A Gas Supply-Public:N/A Private:N/A BMCON,INC. 4000-B St Johm Ammue,Jacksmville,FL 32205 11/6/98 CRC-022365 9 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR35PVC 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 House to Bathrooms CPVC SCD40 Glue 3/4"TO I/z" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other Gas Supply Material Joint Treatment Size or Pipe Main to House N/A House to Fixtures N/A BFSrCON,INC. 4000-B St.Jobns Avenue,Jacksonville,Fl, 32205 11/6/98 CRC-022365 10 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach Bathroom-Fixtures Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING Round STERLING Front Round Front 'Toilet Seat Church Church Shower LASCO 6034 Tub Owens-Coming STERLING OCOV-60 2660 Acrylic Tub Faucet&Control Lever DELTA 2710LHP DELTA D- H62 A62WH 1448L]HP/H71/ A72WH Shower Faucet&Control DELTA D- 1324LIIP/H71/A72 WH Lavatory Faucet&Control DELTAD- DELTA D- 2521LHP/H22/A22 2521LBP/H22/ VVq7l A22VVH Lavatory BRIGGS 3002 BRIGGS 3002 Location,Type&Number of Exterior Water Faucets: I @ front comer, 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 BMCON,INC. 4000-B SL Johm Mmue,Ja&-sonviRe,FL 32205 1 W98 CRC-022365 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink STERLING 3322 33"x 2T' Kit. Sink Faucet/Control DELTA 400 WF Chrome Disposal HOTPOINT 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 50 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: 3 1 No. of 12/2 Circuits: 5 _TNo. of Power Circuits: 5 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Narne-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 SL Jobw Avenue,JacIcsouvale,FL 32205 11/6/98 CRC-022365 12 OWNER:Twardzik Lot 1,Block 18 1 Atlantic Beach 220 High VoltMe Wirina Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #6/3 aluminum 50 amp Yes Oven #6/3 aluminum 50 amp Yes Dryer # 10/3 copper 30 amp Yes Water Heater # 10/2 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 50 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service 6/2 aluminum 20 amp Yes Low Volta&e Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESMON,INC. 4000-B SL Jobns Avenue,Jad(sanviUe,FL 32205 IIKV98 CRC-022365 13 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 110 Voltge,Wiring Detail- Location Breaker Wire Number& Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 2 1 8 Dining 2 amp #14 CU 2 1 3 Living Room 15 amp #14 CU 3 2 4 Foyer 15 amp 914 CU 3 1 2 Back Porch 15 amp #14 CU I I Front Porch 15 amp 414 CU I I Hall 15 amp #14 CU 3 2 1 Master Bath 15 amp #14 CU 1 1 2(20 amp) Guest Bath 15 amp #14 CU 1 (20 amp) Bath#1 Bath 42 Master Bedroom 15 amp #14 CU 3 2 6 Bedroom#1 15 amp #14 CU 4 Bedroom#2 15 amp #14 CU 4 Bedroom#3 Master Closet 15 amp #14 CU 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 0 2 BESTCON,INC. 4000-B SL Johns Avenue,Jacksonviffe,FL 32205 11/6/98 CRC-022365 14 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 10 Voltage Wiring Detail ontinued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 0 Garbage Disposal 20 amp #12/2 CU I Hood/Fan OR 15 amp #14/2 CU I Microwave 20 amp #12/2 CU 0 Dishwasher 20 amp #12/2 CU I Ceiling Fan Prewire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 3 3 Weatherproof Recepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 2 1 f t Electrical Fixtures Supplied and t in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 14/2 1 Breakfast Nook Progress 4609-30 14/2 1 Foyer Progress 3690-10 14/2 1 Rear Wall Bracket Progress 5602-11 14/2 1 Master Bedroom Closet Progress 3408-30 14/2 1 Bathrooms Progress 3117-15(Master)3114-15(Hall) 14/2 2 Bedrooms Progress 4609-30 14/2 3 Halls,Closet or Laundry Progress 3408-30 14/2 2 Garage Keyless 14/2 1 Kitchen 4' 2 light wraparound 14/2 1 Garage(front wall bracket) Progress 5846-11 14/2 1 Front Porch(O/H) Progress 5805-11 14/2 1 Sink(O/H) N/A 14/2 0 BFMcoN,INC. 4000-B SL Johns Avenuc,Jadcsonvffle,FL 32205 11/6/98 CRC-022365 15 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 16.-PAINTING: PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats:2:N/A Siding: SEE COLORSHEET Trim: SEE COLORSHEET Doors: SEE COLORSHEET Windows:N/A Deck:N/A Garage Doors: SEE COLORSHEET Caulking: Sificonized 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:NIA Ceilings: Popcom texture Number of Coats:N/A Garage Walls.- Swiss Coffee L4 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: COLORWBEEL 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 Jobns Avenue,Jacksonville,FL 32205 11/6/98 CRC-022365 16 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 18.CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH B/SHOWER OTHER COUNTERTOP KitchenNook Armstrong Prevail Master Bath Annstrong Prevail HR 400 White Owner's Choice Guest Bath Bath#1 Armstrong Prevail RR 400 White Owner's Choice Bath 42 Foyer Armstrong Prevail Laundry Armstrong Prevail Sheetrock Method of Installation: Floors: Thinset over 1/,2 MR Grout: SEE COLORSHEET Other 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:N/A Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name&Model: N/A Other: BESTCON,p4C. 4000-B St Jolms Avenue,Jwksmvifle,FL 32205 11/6M CRC-022365 17 OWNER:Twardzik Lot 1,Block 181 Atlantic Beach 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainKe after or near c m letion of the house. 2 2 Square footage and type of sod: 2,500 sf of Floritarn St. Augustine Number and species of plants: 20-3 gallon plants(species varies with availability) Yardage and type of mulch: 2 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-Medallion N/A Floor Coverings-Vinyl Armstrong-Prevail N/A Range flotpoint RB525G STD N/A clean Dishwasher Hotpoint HDA180 N/A Hoodvent Nutone LL6230 30" N/A ductless Disposal GE GFC290 1/3rd hp N/A Refrigerator Owner Supplied N/A Washer&Dryer Owner Supplied N/A Cabinets,Vanities,Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors(N/A),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 23.PORCHES,DECKS,GREENHOUSE:N/A 24. MISCELLANEOUS:N/A BESTCON,FiC. 4000-B SL Muis Ammuc,Jud.,Amville,FL 32205 11/6198 CRC-022365 18 M 0 33 "1)G') U)--4'1) -0—M 0 0 "RD - z 0 F— 30 ' \ 26*6" w4- I I 1 1. LA it T It I.- 1 5 N t, Tio Ln ru zy 4'3"8 T9 t TIQ CD it t it b, F 11 L co I 'I it it 12' 12 11 6 F— 30' -D m r— > ' 0 DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: C) G) 0 03 11 m 0 — Z Z tu 0 TWP LOT ATLANTIC BEACH WEST J6b: (8-0012) LOT / Tj 26'6" COM N HIP GIRDER W/TRAY 7 THIS DWG. PREPARED_BY THE_ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (O.131x3.O_9__nai1s) 100 MPH WIND. 15.00 FT MEAN HGT. S13CCI. TOP CHORD: I ROW @ 12" o.c. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. BOT CHORD: I ROW @ 12" o.c. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : I ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. IN EACH ROW TO AVOID SPLITTING. MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 01 HIP DESIGNFD TO SUPPORT 07-00-00 JACKS WITH NO WEBS. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATICNS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �7' 12*6* 7' 4X7 1,5X3 3X 4 X14 12 1.5X3 T b L�,- j !n 4X5(R) rn 5X12 5X12 3X4(Al) vs, X4(A 0 3.5 3X3 4 12 12 13'10*12 12'7'4 2' --7*1'13 6'7"3 _H --4-6- 26'6" 7' 12'6" —7- 4320 43A Rv-9270 U-530# W-3"B Rv-23420 U-960# W-3'8 Rv-776# U-4BO# W-3'8 TAG T35 SEQ 29235 PLATE-ALPINE TP195 TPI-95 (STO) QTY= I PLIES= 2 TOTAL= 2 REV. 1B.2c4 SCALE -0.2540 ALPINE ENGINEERED PRODUCTS INC. TRUSSES REOUIRE EXTREME CAPE )()(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FO� ANY WARNING IN HANDLING. ERECTION AND 01/06 "98 TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. CA ANY &AACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 0 1/06/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 13Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE BC DL 10 .0 PSF DRWG ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASYN GUIREKENTS. UNLESS OTHERWISE INDICATED. TOP 3 9 A440 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER I RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AITACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0 .0 PSF TWP PROP�" THIS I-. CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PAOPEALY ATTACHED RIGID CEILING-- SEE S T A I C 0 F CONFORM W/APPLICAGLI PROVISIONS OF NOS & TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 37.0 PSF O/A LEN.—260600 SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 . 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Y0T - TA111;q PLATE INSTITUTE, NOS . 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD QNSTAUCTION SPACING see above TYPE hiPs J,5t): (8-0012) LOT / T2 26'6" COMN HIP W/TRAY 9 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.27' ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. DUE TO LIVE LOAD AND 0.20- DUE TO DEAD LOAD. WIND TC OL . 5.0 PSF, WIND BC DL - 5.0 PSF. ROOF OVERHANG/CANTILEVEA DESIGNED FOR A 2.00 PSF SOFFIT LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. A RIGID CEILING OR CONTINUOUS LATERAL GRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5-. 1.5X3 4A T1.5X3 T 12 x 6 5Xi4 5XB 5XB 5X6 3X6(Al) ru 3X7(Al) I i —Zh.B'l 2 3.5 2X2 --14 12 12P 26'6" 2' --7'1"13 6'7*3 4-6- 3'2*8 4'9'8 2- 26'6' AV-1096# U-560# W-3*B Rv-1096# U-5600 W-3'8 TAG T2 SEQ = 29144 PLATE-ALPINE -TPI95 TPI-95 (STD) QTY- I PLIES- I TOTAL- I REV. i8.2c4 SCALE -0.2540 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AE12UIAE EXTREME CARE TC LL 20 .0 PSF REF x)(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 1/06ag-8 DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI, SEE THIS DESIGN TC DL 7.0 PSF DATE 0 1/06/9B 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 ASTW OUIREMENTS. L24LESS OTHERWISE INDICATED. TOP 13C OL 10 .0 PSF QRWG A440 OR 8 6XCCPT 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 AIIACHEO PLYWOOD SHEATHING. BOTTOk CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PAOPEPA.Y ATTACHED RIGID CEILING-- T A T I Ol SEE TOT.LO. 37.0 PSF O/A N. 260600 CONFORM W/APPLICABLE PROVISIONS OF NOS & IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE Q/t/9" FOR PROPER (OR% SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEM I IYWALL'.AIIICAFTION. FURNISH A COPY OF THIS 1, '. -- 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN I. 'USS ERECTION CONTRACT . in'IR.FAC. --1 - I-q P,ATF INSTITUTE. NOS --1991 NATIONAL DESIGN SPECIFICATION Ff)A WOOD CONSTAKTION91 0 [SPACING 24-0" lTypF hiPs J6b: (8-0012) LOT / T3 26'6" COMN HIP W/TRAY 11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xA SP 02 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 03 10[ MPH WIND. 15.00 FT MEAN HGT. SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.29' EN LOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, DUE TO LIVE LOAD AND 0.21- DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. RECOMMENDED CAMBER 3/8* AT MIDSPAN BETWEEN BEARINGS, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. Mt�ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4-6- It' 4 1.5X3.. 5XE 4X4(R) T 3X5 T 12 P X6 6 L-- 41 X 4�(R) 3X6, c� Lo 5X5 3X4 _5 X X6 XJ2 5 1(11 3X6(Al) 1 6' 3X7(At) '7:E I I elK.8 1 2 3 5 1.5% 4 12 12 26'6" 2- -7'1'13- 6'7"3 - 4-6- 3'2"8 4- 2- 26'6' Rv-10960 U-5600 W-3'8 Av-1097# U-560# W-3*8 TAG T5 SEQ - 29150 PLATE-ALPINE TPI95 TPI-95 (STO) QTY- I PLIES- I TOTAL- I REV. 18.2c4 SCALE -.0.2540 ALPINE �.G11111111. 111ODUCIS, INC. TRUSSES REQUIRE EXTREME CARE TC LL 20 .0 PSF REF )()(IMPORTANT)()( SHALL HOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 1/06Q8 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hla-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FOR AD017IONAL SPECIAL PERMANENT GRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIN OUIAEMENTS. UNLESS 07HEAWISE INDICATED. TOP 23 BC DL 10 -0 PSF QRWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PAOPER TRUSS AND UNLESS 07HERWISE LOCATED ON THIS DESIGN. POS17ION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF TWP CONNE C TOPS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY A77ACHED RIGID CEILING-- SE 3 T I T I a F 'I' J.IA TOT.L IS C ONFORN W/APPLICABLE PROVISIONS OF NOS & YPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPEAC 0. 37.0 PSF O/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF H IS Vnun FAC. 1 .25 IN OHL Y. AND SHALL NOIT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACIOA. ---TDV . T011eR PiATF INSTITUYE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR Wffln_CONSTAUCTION rMc I NG 24.0 ITYPE hiPS ,)Ab: (8-0012) LOT / T4 26-6" COMN HTP WITRAY 13 THIS QWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT OP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.30- ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. AITACH WITH Bd NAILS 0 6* O,C, BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 13' 13' 5X6(R) N 7 X4 1.5X3 0 6 3X6 5X14 5xj? 5X6 m 3X7(Al) 3X7(Al) "IT _-zh-18'1 2 ---13.5 2X2 4 12 12 26'6* 2' - 7'J'i3 6'7"3 - �-4'6- -----�-3'2'13 2' 26'6" Rv-iog6f U-560# W-3'8 Rv-10960 U-520# W-3'8 TAG T6 SEQ :029153 PLATE-ALPINE TPI95 TPI-95 (STD) QTY- I PLIES= I TOTAL- I REV. IB.2c4 SCALE .2540 ALPINE ENGINEERED PRODUCTS, INC. RUSSES REQUIRE EXTREME CARE 01/06 X X I MPOR T A N T X X SHALL NOT BE RESPONSIBLE FOR ANY WARNING 11 V 9 IB TC LL 20 .0 PSF REF N HANDLING. ERECTION AND Cj, DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF OATE 01/06/98 FAILURE TO allILD THE TRUSS IN CONFORMANCE WITH aST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 113" ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIM OUMMENTS. UNLESS OTHERWISE INDICATED. TOP 2 A BC DL 10 .0 PSF QRWG A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOM SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY A77ACHEO PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PEI;DRAWINGS 130. 150 & MA-F, OESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE v I.I E ow CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGtNEfA'S ALPINE TECHNICAL LROATE (7/t/91) FOR PAOPEA CATO 1, TOT.LD. 37.0 PSF O/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLIRNISH A Copy- I Is CIUR.FAC. i -25 IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY._ DESIGN TO THE TRUSS ERECTION CONTRACT-. --' - 1-1- -1.11 1-171ITF NOS - 1991_!!AIIONAL DESIGN SPECIFICATION FDA WOOD CONSTADCT1�0--j— ISPACING 24.0" ITYPE spec iob: (8-0012) LOT / T5 26'6" COMN WITAAY THIS OWG. PREPAREO BY THE ALPINe JOB OESTGNER 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, CALCULATED HORIZONTAL DEFLECTION OF 0.29- ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. DUE TO LIVE LOAD AND 0.20- DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ROOF OVERHANO/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENOED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. (A) IX4 -T' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH 60 NAILS @ 6" O.C, BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 13*3" 13'3' 5X6(R) E X4 1.5X3 12 6 X6 ;D 5X14 5X12 5X6 ru 3X7(Al) 3X7(Al) I I . — A-16 1 2 --13.5 2X2 12 12 j4 26'6" 2' __7'i'13 �H� 4 6 3 2 8--+-_4 9 8 2' Rv-1096# U-5600 W-3'6 Rv-10960 U-5600 W-3'8 TAG T8 SEP =029156 PLATE—ALPINE TP195 TPI-95 (STO) QTY= I PLIES= I TOTAL- I REV. 18.2c4 SCAL - .2540 ALPINE ENGINEERED PRODUCTS, INC. IRk)SSES REQUIRE EXTREME CABE x*IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING tH HANDLING. ERECTION AND 0 1/06��q 20.0 PSF REF 8 TC LL DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-01 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CDNFORMANCE WITH OSISS BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BqACING RE Ifj,. ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTW QUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP 23 BC OL 10 .0 PSF ORWG A446 GA IS EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER - PSF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL TWP CONNECTORS PER DRAWINGS 130. 950 C 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATIO-F CONFORM W/APPLICABLE PROVISIONS OF NOS &TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �to Sol, 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 OUR.FAC, 1 .25 IN ONLY. AND SHALL NOT BE KLIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERRECTION CONIRACTOA. S 'IF ?.�TTIIJTE. -NOS - 1991 NATIONAL OESI&N SPECIFICATION FOR-WOW CONSIRUC-TION [PACING 24.0 ITYPF comn Job: (E3-0012) LOT / T6- 26'6" COMN W/TRAY THIS QWG. PREPAAEO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S-LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. CALCULATED HORIZONTAL DEFLECTION OF 0.25* ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. DUE TO LIVE LOAD AND 0.20' DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECJMiAENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) Bd NAILS. 13RACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 13'3' 13*3' 3X5 3X5 12 (A) b A La 5X6 3XB 5X6 2XIO(Al) f" 2XIO(Al) ru 3.5 —*8 1'2 12 26'6' 2* --7'1"13 12'2*7 7'1"13 26'6" Rv-l104# U-560# W-3*8 A-973# U-420# ITAG T9 SEQ z; 29160 PLATE-ALPINE TP195 TPI-95 (STO) QTY- 3 PLIES= I TOTAL- 3 REV. IB.2c4 SCALE =0.2715 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE EXIREkE CAPE IMPORTANT)(*SHALL NOT 8C RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 0 1/06QB TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 13Y TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 0 1/06/9B FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTas ey TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASIM OUIAEMENIS. LN&ESS OTHERWISE INOICAUD. TOP 423 BC DL 10 .0 PSF QRWG A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL Be LATERALLY BRACED WITH PROPER TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 & 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A It of .' I E'j . . I. T 0 PSF O/A LEN. 260600 CA CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FDA PROPER coalo LD. 37. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLANIS-H A COPY OF THIS DUR FAc. i .25 ON IN ONLY, AND SHALL NOT BE AELIEO_UPaN_IN_ANY OTHER WAY, DESIGN 70 THE TRUSS ERECTION_CONTRACT-. ON wn� - (q9t NAYTONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCT = SPACING 24.0 ITYPE comn Job: (8-0012) LOT / T7 26'6" -COMN W/TRAY 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 03 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, CALCULATED HORIZONTAL DEFLECTION OF 0.16- ENCLOSED BLDG. NOT LOCATED WITHIN B.50 FT FROM ROOF EDGE. DUE TO LIVE LOAD AND 0. 13' DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 13'3' 6X4 13'3' 1.5X3 12 1.5X3 6 3X4 La tD 5XI4 3X7(Al) fu 3XB(At) 1 - 2 3.5 1.5X3 3X5 12 26'6' 2' --7'1"13 7'9'3 li'7' 2' 2616, Av-1097# U-560# W-3*8 Rv-10960 U-560# W-3*8 TAG T16 SEO 29165 IPLATE-ALPINE TP195 TPI-95 (STD) QTY- 6 PLIES- I TOTAL= 6 REV. 18.2c4 SCALE -0.2540 ALPINE ENGINEERED PRODUCTS INC 7ALISSESREGUIRE EXTREME CARE "IMPORTANT)(H SHALL NOT OF. RESPONSIBLE FO'R ANY* WARNING IN HANDLING, ERECTION AND 0 1/06�QB TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-Ot BY TF-I. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '�F1' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL 14EETING ASTH GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 9' BC OL 10 .0 PSF ORWG A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 807TON CHORD BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING-- SE A T A 1 9 0 F E: TOT.LD. 37.0 PSF O/A LEN. 260600 CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 40FIl SEAL ON 7 HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH. COPY OF THIS IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. A OUR,FAC. i .25 o E 1—m— NOR - 1991 NATIONAL OESIGN-SPECIFICATION FDA WOOD CONS.AUCTION SPACING 24.0" TYPE Comn ,fob: (8-0012) LOT / T8 26-6" COMN W/TRAY 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 03 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.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 DL - 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. 13'3' 13'3' 4X4 3X4 3X4 12 b 1.5X3 iD 6X4 3X7 1.5X3 3X5(Al) ru ��3 X 4(A 1) 4X4 3.5 12 3X4 21'4'4 5'1"12 2' --7'1"13 14'J"3 —5-3- --2- 26'6' Rv-91B# U-4800 W-3"8 AV-9890 U-4300 W-3"8 RY-2860 U-210# W-3"8 TAG T20 SEQ = 2�169 IPLATE-ALPINE TP195 TPI-95 (STD) QTY- 2 PLIES= I TOTAL- 2 REV. IS.2c4 SCALE .0. 540 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE EXTREME CARE )(*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND 01/06ag-8 TC LL 20 .0 PS F REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF QATE 0 1/06/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASIR OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP 423 BC DL 10 -0 PSF QRWG A446 GA 5 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TWP TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHEO PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 6 $GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 6 TA ED-F CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER -t TOT.LO. 37.0 PSF O/A LEN. 260600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLANIF04 A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE AELIEO UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 24.0" TYPE comn Nnq - 1991 NATIONAL P�SIGN SPECIFICATION FOR WOOD C NSTAI I ON I I job: (8-0012) LOT / T9 26'6" OTC STR. GABLE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, IALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTlLEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. mm 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 ENO DESIGN FOR WES GRADE. SPACING, AND BRACING INFORMATION. 4. 12'8'9 4XA(R) t 12 b L�- 3X 3X4 3X3 3X3 3X6 8 c%j 3X6 eK.8'1 2 3X6 3X6 25'6* 2 11'5'8 3'5"8 li'7" 2' 26'6" Av-1097# U-560# W-3*8 Av-1097# U-560# W-3"B TAG TIO SEG 29172 PLATE-ALPINE TPI95 TPI-95 �STQ) OTY- I PLIES- I TOTAL- I REV. iB.2c4 SCALE -0.2540 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAM X*IMPORTANT)()( SHALL NOT BE AESPONSIBLE FOR ANY WARNING IN HANDLING. EPZC710H AND 01/06ag-a T C L L 20 .0 PSF REF DEVIATION FROM THIS DESIGN CA THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS DESIGN T C OL 7.0 PSF DATE 01/06/913 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST85 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTA OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 B c OL 10 .0 PSF DRWG A A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACED WITH PROPER, TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 8 C L L 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- A Eal SEE -4, TOT.LD. 37 .0 PSF O/A LEN. 260600 CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR P CA SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '01 OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON—IN ANY OTHER WAY. DESIGN TO THE TRUSS EAECIION CONTRACM. -TPI - TRUSS PLATE INSTITUTE. NnS - iggi NATIONAL DESIGN SPECIF CATION FOR WOOD CONSYF%IPCTTON91 ISPACING 24.0" ITYPE abl -Mb.' (8-0012) LOT / TIO 23-6- COMN THIS OWG. 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 #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ENL-OSED BLDG. NOT LOCATED WITHIN B.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. 7 5XtO 12 3X4 b [,,- ;m 3X4 m X6(A I) T 2X6(A 1) Q -.—Zh all.21 4X4 1.5X3 l,5X3 3X5 23*6" 2' —8-7- 3'5"S + 11'5"S 2 23'6' Rv=992# U-5ioo W-3'8 Av-979# U-5100 W-3"S TAG T28 SEG :029177 PLATE-ALPINE TP195 TPI-95 (STD) QTY- 2 PLIES= I TOTAL= 2 REV. 1B.2c4 SCALE .2811 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE oi/06 x)(IMPORTANT)()( SHALL MOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND �Lg B TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H113-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 01/06/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'Ifl, ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL WEE71NO ASIM QUISENENTS. UNLESS OTHERWISE INDICATED, 70P 23 BC OL 10 .0 PSF ORWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TO TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 0 T A al P ER F IS I H DR. CONFORM WAPPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/91) FOR 140 TOT.LO. 37.0 PSF O/A LEN. 230600 PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUIRNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY- DESIGN TO THE TRUSS ERECTION CONTRACT 7-1 01 ATP 7WRTITUTE NOS - 1991 NATIONAL OESIGN SPECIFICATION FOR WODO C(INSTRUCTION SPACING 24.0" TYPE comn Job: (8-0012) LOT / T12 23'6" -COMN GIRDER GABLE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N : T2 2x4 SP 01 Dense: mwxLOADTNG ON THIS TRUSS CALCULATED BY TRUSS FASSICATORxxx BOT CHORD 2x4 SP 01 Dense :B3 2x4 SP #2 N: WEBS 2x4 SP 03 tOO MPH WIND. 15.00 FT MEAN HGT. SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WIND TC DL - 5,0 PSF, WIND BC DL - 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF A-PLF START END CASE SIDE MAG X-LOC ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 0 1 54.0 54.0 0.0 27.5 0 B 20 16.0 0 B 20.0 20.0 2.0 4.0 0 a 20 23,5 ALL PLATES AHE 1.5X3 EXCEPT AS NOTED. 0 8 20.0 20.0 4.0 23.5 1 B -5 4.0 0 B 20.0 20.0 23.5 25.5 1 B -5 23.5 #1 HIP DESIGNED TO SUPPORT 02-00-00 JACKS WITH NO WEBS. 0 T 4.0 4.0 0.0 2:0 0 T 4.0 4.0 25.5 27.5 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. i T -39.0 -39.0 0.0 27.5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I B 1.8 1.13 2.0 4.0 1 8 i.B 1.8 4.0 23.5 CONTRACTORS WARNING: 1 8 1.8 1.8 23.5 25.5 THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 2 T 54.0 54.0 0.0 27.5 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS.ADVISED DURING 2 B 20.0 20.0 2.0 25.5 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 2 1 4.0 4.0 0.0 2.0 2 1 4.0 4.0 25.5 27.5 4'5"6 7*3*10 10'3'10 5'4'7 6*4", 11'2'9 + T 3X4 cu 12 3X3 6 3 X 4 U-) 4X5(R) 3 1'15 2X4(Ai) V 8*13 3X6 6"? L-T __-14 1 3X4 ::ZE) 1"2 12 4XB(A) 2X3 4'B"B 3'7*4 -12'0"8 2' 5'2"B 12'9"6 2' 14' 7-6- 2' 201 201 Rv-2930 Ui2500 W-3"B AVi6i# U-2000 W-3"B Rv-5090 U-2900 W-3'8 Rv 6#Rvt9MO#U-aOO'B W-3'8 R-703plt W-1'6* TAG T7 SEG 17602 PLATE-ALPINE TPT95 - TPI-95 (STD) QTY- I PLIES:m I TOTAL- I REV. 18.2c4 SCALE -0.2811 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE x)(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND 01/07/98 T C LL 20.0 PSF REF DEVIATION FAOM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T T C OL 7.0 PSF DATE 01/07/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE MADE OF 20GA OUIREMENTS. UNLESS OlHERWISE 'NOICAYED, ".1 "I" f3C DL 10 .0 PSF QRWG ALPINE CONNECTORS AAE GALV. STEEL 14EETING ASTM 70P 423 9 A446 GR a EXCEPT AS NOTED. APPLY CONNECTOAS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACCO WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHINA. BOTTOM CHORD BC LL 0. PSF TWP CONNECYOAS PEA DRAWINGS 130. 150 6 26OA-F. DESIGN STANOAADS WITH PAOPMY AITAC44ED RIGID LEILING-- SEE .0-F CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER OR TOT.L.D. 37 .0 PSF O/A LEN. 230600 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS A. OUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE AELIE0 UPON IN ANY OTHER WAY_ ,DESIGN TO THE TRUSS ERECTION CONTRACTOR, ---TOT - 10-C D1 ITF INqTITtlTF NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIO" ISPACING see abovelTYPE spec Jol): (8-0012) LOT / Til 23'6" COMN W/CATH THIS QWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED SLOG. LOCATED ANYWHERE IN ROOF, 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" D.C. 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. 4X4(R) 12 3X4 3X4 6 F,;- 4X5 R) 2X4(Ai) S3 X4(A I) I --1 4 5X4 m 1.5X3 12 3X4(R) 12'1"12 11*4'4 2' 5'6" 5'2*8 12'9"B —2- 23'6' Av-3680 U-290# W-3"8 Rv-12780 U-450# W-3'B Rv-324# U-2800 W-3"B TAG T25 SEQ :017605 [PLATE-ALPINE TP195 TPI-95 (STD) QTY- 5 PLIES- I TOTAL= 5 REV. 18.2c4 SCALE .2811 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTRFME CARE TC LL 20 .0 PSF REF )(*IMPORTANT)()( SHALL .0, 8, RESPONSIBLE FOR ANY WARNING IN HANDLING' ERECT ION AND 01/07/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE 1418_91 BY TP 1. SEE THIS DESIGN TC OL 7.0 PSF OATE 01/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST8a BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING W ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. L24LESS OTHERWISE INDICATED, TOP 423 BC OL 10 .0 PSF ORWG A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORO SHALL BE LATERALLY aRACE0 WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 007CON CHORD BC LL 0.0 PSF TWP M 230600 T y E p COM CONNECTORS PER OF14WINGS 130. 150 6 15OA-F. DESIGN STANDARDS W.I.Pfl.FlLY ATTACHED A....CE.L...-- SEE CON'.W/APPL CABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/93) FOR OP R 40A TOT.LD. 37.0 PSF O/A LEN. 230600 BEAL ON IN I S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF IN 1 5 OUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT D SPACING 24.0 TVPf: cOmn - ". - 1-1— ..— — - '��l .1T.11NAl DESIGN SPECIFICATION FDA WOOO-CONSTALICTION ,Job: (B-0012) LOT /T13 11 '6"-DTC GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WIND TC OL = 5.0 PSF. WIND SC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. *x 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 WES GRADE, �PACING, AND BRACING INFORMATION. 5'2*9 4'3*10 1'5"6 1'5'6 4'3"10 -5'2"9 To T 12 6 3X3 ru ru 3X3 3X6 3X6 r'l -1 nl n u u g B'1"2 2' 2 Rv-5420 U-320# W-3"B Rv-541f U-3200 W-3"B TAG T27 SE2 292B3 PLATE-ALPINE TPT95 TPI-95 (STD) QTY= I PLIES- I TOTAL= I REV. IB.2c4 SCAL :0.4900 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CARE )(*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND 01/06 9B TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY YPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TAUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASIR GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 91, A BC DL 10.0 PSF ORWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTOAS 70 EACH FACE OF CHORD SMALL BE LATEAALLY BRACE0 WITH PROPER TRUSS AND UNL9SS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE STATEOf �' CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINCEA'S ALPINE TECHNICAL UPDATE (7/s/91) FOR,PROPER 4OR IV- TOT.LD. 37. PSF O/A LEN. 11060,0 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DU IN ONLY. AND SHALL-NOT BE RELIED UPON IN ANY OTHER WAY.- I DESIGN TO THE TRUSS ERECTION CONTRACTOR. R.FAC. 1 .25 - — - -11—.1.11 --orp Mnq - 1991 NATIONAL OES(GH-SPECIFtCATIOM FO WOOD CONSTAUCTION ISPACING 24.0 ITY06: q 3b] Jot): (8-0012) LOT / TIA 5'8" DTC__GA8LE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSSIMFR*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. ALL PLATES ARE 3X6 EXCEPT AS NOTED. 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' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. Xx IMPOHTANT 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 2'3'9 1'4*10 1'5"6 1-5-6 1'4"10 2'3'9 6'7 3X4 T. 3X3 3X3 T 12 2' 5*8" —2- R-il5plf W-5'8" TAG T15 SEQ 29200 PLATE-ALPINE TP195 TPI-95 (STO) GTY- I PLIES- I TOTAL- I REV. 18.2c4 SCALE -n 7669 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REQUIRE EXTREME CARE I MPOR T A N T x X SHALL NOT BE RESPONSIBLE FOR ANY' ARN I NG IN HANDLING, ERECTION AND 0 1/06A98 TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H113-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATEM TOP BC OL 10 .0 PSF DAWG C 4G _�SEE ,�P OPER 50800 COF THIS t TDR. TYP 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 SWATHING, BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE I T A T 20F CONFORM W/APPLICABLI PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL LJPOATE 17/1/911 FOR PROPER TOT.LD. 37.0 PSF O/A LEN. 50,800 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DAYIALL'APPLI11TION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN .'. TRUSS ERECTION CONTRACTOR I__ -.-- ... . - 1— ��llllrllAllllll FOR 11.11 C.NSIRUCTION SPACING 24.0" E Q 3t3i J6b: (8-0012) LOT /_ Tj5 5'B" COMN THIS QWG. PREPARFO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 12 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WIND, MOO FT MEAN HGT, SBCCI. 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. 2 2'10' 4X4 12 1.5X3 Rv-2tO# U-?Oof W-3"8 Rv-2100 U-?OO# W-3'8 TAG T4 SEQ = 29203 iPLATE-ALPINE TP195 TPI-95 (STO) QTY= I PLIES- I TOTAL- I REV. 18.2c4 SCALE -1 .2524 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIF: EXTREME CARE TC LL 20 .0 PSF REF xxIMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 01/06 9B DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. i,'E THIS DESIGN T TC OL 7.0 PSF DATE 01/06/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSISS 13Y TPI. FDA ADOITIDNAL SPECIAL PERMANENT BRACING RE 01", ALPINE CONNECTORS ARE WADE OF 20GA GALV. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 BC DL 10 .0 PSF QRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO'RIGIO CEILING-;O�E A,I A 9 of 37.0 PSF 10/A LEN. 5 �O ER OF I.. , j NO SHALL NO ER CONFORM W/APPLICABLE PROVISIONS Of NOS 6 TPI. AN ENGINEEA'S ALPINE TECHNICAL ILPOATE (7/1/9" FOR P goRs TOT.L.D. 0800 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY F THIS OUR.FAC. 1 .25 1 IN ONLY, A I BE RELIEO UPON IN ANY OTHER WAY, I DESIGN TO THE YAUSS ERECTIC"CONTRAC SPACING 24.0 ITYPE comn Nng - 1991 NATIONA�- I)ESIGH SPECIFICATION FOR WOOD CONSTAUCTiOl 1613: (8-001,-) LOT / T16 5'B" COMN GlnQEn THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xA SP 02 N BOT CHORD 2x8 SP Ot Dense WEBS 2x4 SP 03 kxxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORK*x LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC tOO MPH WIND, 15.00 FT MEAN HGT, SBCCI, 0 1 54.o 54.0 0.0 5.7 0 B 973 0.7 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. 0 B 20.0 20.0 0.0 5.7 0 a 973 2.7 WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. I B 1.8 1.8 0.0 5.7 0 8 973 4.7 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. I -It5.2 -115.2 0.0 2.8 T -115.2 -115.2 2.8 5.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 2'10' 2'10" 4X4 12 4X4(Ai) 6X4 5*8 --1 12 2' 2 11*4 973'0 9731# 97310 Rv-17290 U-770# W-3"B RV-16100 U-720# W-3"B TAG T1 SEO 29206 [PLATE-ALPINE TP195 TPI-95 (STD) QTY= I PLIES- I TOTAL= I REV. IB.2c4 SCALE :1.2524 111INI ENGINEERED TRUSSES RE(X,!IRE EXTREME CARE PRODUCT" INC* WARNING IN HANDLING. ERECTION AND 0 I/OW9_8 TC LL 20 .0 PSF REF )()(IMPORTANT)(* SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FF1014 THIS DESIGN OR THESE SPECIFICATIONS. CA ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF OATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR A0017IDNAL SPECIAL PERMANENT BRACING RE 'Iff'411 ALPINE CONNEC70RS ARE MADE OF 206A GALV. STEEL MEETING ASTH OUIREMENIS. UNLESS 07HEFAWISE INDICATED. TOP 23 A ac OL 10.0 PSF QRWG A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATJEAALLY BRACED WITH PROPER TW? TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWO60 SHEATHING. BOTTOM CHOW BC LL 0.0 PSF CONNEC I DRS PEA DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING-- SEE 5 T A T E QTZI TOT.LD. 37 .0 PSF#O/A LEN. 50800 'HER CONFORM W/APPLICABLE PROVISIONS OF NOS &TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR P Rj 4OR EA SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I lSYWALL'olPlIClTIl. FURNISH A COPY 0- MI S OUR.FAC. 1 .25 I, IN ONLY, AND SHALL NOT BE-REL.IEO UPON..IN ANY OTHEA WAY. . THE TRUSS ERECTION CONTRACTOR. D SPACING see abovelTYPE c Lcom n Ej ncQTC.w APFr.TFICATION FDA WOOD CQ�ITAIJCTTON ob: (8-0012) LOT / J 7' EJ W/VLT THIS DWG. PREPARED AY THE ALPINE JOB_DESTGNER PAQGRAM_FA0M TRUSS__MFR'S LAYOUT TOP CHORD 2x4 SP 02 N BOT CHORD 2x4 SP 02 N WEBS 2x8 SP it 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 DL - 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. Rv-1730 NAILED —7 11'7"6 On 12 b L,- 2X3 4Xt2 52 2X4(Al) B'7"2 )�8'1 2 4 12 7*1"B 2' 1'9*8- 5'2"8 7' Rv-409# U-250# W-3'8 Av-52# U-2000 NAILED TAG T13 SEQ zz 29255 [PLATE-ALPINE TP195 TPI-95 (STD) QTY= I PLIES= I TOTAL- I REV. 18.2.c4 SCALE -0.6344 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE T C L L 20 .0 PSF REF )()(IMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HAN0.ING. ERECTION AND 01/06gq� a DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1'FZC4 ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASIR OUIAEMEN7S. UNLESS OTHERWISE INDICATED. TOP 423 BC DL i0 -0 PSF QRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LA7EFIALLY BAACEO WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY A77ACHED RIGID CEILING -- SEE 3 T,f for CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER TOT.LO. 37.0 PSF O/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I I14,YWALL,.APPL IC'11T ION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. THE RUSS ERECTION CONTRACTOR. qP A r.T Nr. P4 .0 lTvr3;: e 1 ack i ob: (B-0012) LOT / J 7' EJ W/VLT THIS QWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS_MFR'S LAYOUT TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED SLOG, NOT LOCATED WITHIN 6.50 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 ANO/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. Av-3a#-193-1620044 ILNXr LED 11'7"6 m 1.5X3 cu (11 m 12 m 6 m '3"2 2X4(A I) T 4 1"2 12 IR) 7'1'8 2' 3'9*8 3'2"8 7' Rv-4090 U-2700 W-3"B TAG T32 SEQ 29J58 PLATE=-ALPINE TP195 TPI-95 (STD) QTY- I PLIES- I TOTAL- I REV. 18.2c4 SCALE -0,6 44 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE EXTREME CARE )(IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 0 1/06�QB TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS USIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,11", ALPINE CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 9 BC OL 10. 0 PSF ORWG A44 6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRAC10 WITH PROPER TAUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 330. 150 6 36DA-F. DESIGN STANDARDS W17H PROPERLY ATTACHED AIGIO�.Elk ING-- T A T 9 0-F % t PR SEE "to TOT.LD. 37 .0 PSF 10/� CONFORM W/APPLICASLE PROYISIONS OF NOS & TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/1/90 FOR OPEA % k LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH k COPY OF THIS OUR.FAC. 1 . 25 IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTRACTOR. ic;PArTNC; 24.0 ITypF; ejack Jow (B-00 12) LOT / J 7' EJ -W/VLT -THIS 6WG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S LAYOUT TOP CHORD 2x4 SP 02 N SOT 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 SC OL - 5.0 PSF. CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THIS TRUSS IS DESIGNED TO SEAR 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 aB#-2031-2004A IUMLED 11*7"6 fT i.5X3 m 12 rn -7-2 cn b G;7— vy 2X4(All 4 12 (V 8'1"2 4X5M) 7't'S 2' 4'9"6 + —2'2"B 7' RY-4090 U-2800 W-3"S TAG T3 SEO -02 261 PLATE-ALPTNE TP195 TPI-95 (STD) OTY- I PLIES- I TOTAL- J REV. 18.2c4 SCALE 9344 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE TC LL 20.0 PSF AEF x*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 01/06 98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN TC OL 7.0 PSF QATE 01/06/98 FAILURE TO BUILD IKE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE ALPINE CONNECTORS ARE 14AOE OF 20GA GALV. STEEL MEETING AST04 OUIREMENTS. UNLESS OTHERWISE INOICATSO. TOP 21, BC DL 10.0 PSF QRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEA7"i.46. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A T 1 0 r z k LEiq— TOT.LD. 37.0 PSFIQ/� CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE Wilull FOR PROPER OR I 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 BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 IHE IRUSS ERECTION COMTRAC70R� .01. fe:j laa q�k - --- :_ �-- -.-. -1-1.-11-1-11-1— —. ISPACING 24 ITYPE _�k Job: (8-0012) LOT / 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 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 SLOG, LOCATED ANYWHERE IN ROOF, REACTION OF 156.06. WIND TC OL - 5.0 PSF, WIND BC DL - 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, Av-BU#-150-2004A I INAI LED 7 TT 0-11'7"6 10 1 1 12 t) m 2X4(Al) 3.5 12 1"2 7' 2- 7' Rv-409# U-300# W-3"8 TAG TIQ SER =029 .6j38 �PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 4 PLIES- I TOTAL- 4 REV. IB.2c4 SCAL 44 ALPINE ENGINEERED PRODUCTS. INC. *)(IMPORTANT)(x SMALL NOT BE RESPONSIBLE FOR ANY WARNING TRUSSES REOU'RE EXTREME CARE 0 1/06�Lqg TC LL 20 .0 PSF REF IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-Si BY TPI. SEE THIS DESIGN TC DL 7.0 PSF OATE 01/06/98 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 ASIN OUIAEKENTS. UI&ESS OTHERWISE INDICATED. Top 23 ac OL 10.0 PSF QRWG r A446 GA a EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WIT"PROPER TWP TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE I I A [or LEN 7 CONFORM W/APPLICABLE PROVISIONS OF NOS &7PI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER. 40A$ TOT.LD. 37.0 PSF O/A LEN. .7 R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY�OF 11H.IS DUR.FAC. 1 .25 IN ONLY. AND SMALL NOT BE RELIEG UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. I --- -- ------------—...... SPACING 24.0 TYPE ejaCk Job: (Q-0012) LOT / J 5' Cj W/VLT THIS DWG. PREPARED BY THE ALPINE-JOB 06SIGMES PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2xA 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 SLOG, LOCATED ANYWHERE IN ROOF, REACTION OF 98.13. WIND TC OL - 5.0 PSF, WIND BC DL - 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. A-j-4R#-98W-2OGAIL90ILED 10-7"6 zn rn 5"15 12 6 2X4(Al) 3.5 12 5' 2' 5' Av-344# U-2700 W-3"B ITAG Tit SE@ :029S41 PLATE-ALPINE TP195 TPI-95 (STD) GTY- 2 PLIES- I TOTAL- 2 REV. 16.2c4 SCAL .8 0 ALPINE E-0.111.0 PRODUCTS. INC. TRUSSES REOUIPE EXTREME CAPE *)(IMPORTANT)()( SHALL NOT Of RESPONSIBLE FOR ANY WARNING IN "ANDLINr. ERECTION AND 01/060B TC LL 20.0 PSF REF DEVIATION FP49 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS DESIGN T C OL 7.0 PSF QATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 111c, '111c BC OL 10.0 PSF QRWG ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P 23 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD"A7HING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PAOPEPLY ATTACHED AIGIG CEILING -- SEE A I A 9 a F /A TOT LO -N. CONFORM W PPLICABLE PROVISIONS OF NOS 6 IPI. AN"INEEFI*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER -4 37 .0 PSF O/A L, I EAL ON TH I S DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS !OUR!M. 1 .25 IN ONLY. AND SHALL NOT RE RELIED UPON IN ANY OTHER WAY. DESIGN 70 THE TRUSS ERECTION CONTRACTOR, -". —.11"ar Nns . 1991 NATIONAL "E IGN SPECIFICATION FOR WOW CONSYAItTIN ISPACING 24.0 ITYPF jack Job: (8-0012) LOT / J 5' CJ W/VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS LAYOUT TOP CHORD 2X4 SP 12 N BOT CHORD 2.4 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 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/CANTrLEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ITHIS 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- D.C. INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-G#-14D#200lIAIW&MLED T, 10'7"6 i.5X3 7"2 cli t2 ru 2X4(Al) 4 _F 12 4'3 13'1"2 2' Rv-344# U-2700 W-3"B TAG T37 SEG 29268 PLATE-ALPINE TPI95 TPI-95 (STD) OTY= 2 PLIES- I TOTAL- 2 REV. IB.2C4 SCALE -O.BO02 ALPINE ENGINEERED PAOOUCTS� INC. TRUSSES REQUIRE EXTREME CAM )(*IMPORTANT)()( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 01/06"9B TC LL 20.0 PSF 'REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY 7PI. SEE THIS DESIGN TC OL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY IPI. FOR ADDITIONAL SPECIAL PEAMANL.NT BRACING RE 111, ALPINE CONNECTORS ARE MADE OF 2OG4 GALV. STEEL MEETING ASTH QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 BC OL 10 -0 PSF ORWG A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY SAAC-0 WITH PROPE14 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A7TAC.0 PLYWOOD .ATHING. BOTTOM C.". BC LL 0.0 PSF TWP G-_SEE CONNECTORS PEA OAAWINGS 00, 150 A 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILIN: A T A 1 9 01 4UIALl-N�* CONFOF04 W/APPLICABLE PROVISIONS OF NO% 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR �AOPEA 4 TOT.LD. 37.0 PSF 101A LE PR N SEAL ON THIS DRAWING APPLIES TO IKE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY or. THIS IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TAUSS ERECTION CONTRACT A.HIS DUR.FAC. 1 .25 ..... ................. .... ............ Typ ISPACING 24.0 ITYPF sDec lob: (8-0012) LOT / J 3* CJ W/VLT THTS OWG. 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 #2 N 100 MPH WIND, 15.00 FT MEAN HGT. seccr, 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' D.C. TNSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Rv-270 NAILED 7"6 10"15 2X4(Ai) 12 GO --13.5 1"2 t2 3' 2' 3' Rv-2940 U-240# W-3"8 Rv-170 U-200# NAILED iTAG T30 SEQ - 29J41 PLATE-ALPINE TPI96 TPI-95 (STO) QTY- 2 PLIES- I TOTAL- 2 REV. 18.2c4 SCALE .1.0 3___ ALPINE ENGINEERED PRODUCTS, INC 7RUMS REOUIRE EXTREME CARE TC LL 20 .0 PSF REF x IMPORTANTKK SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION AND 0 1/06g96 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF QATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,III,, ALPINE CONNECTORS AM MADE OF 20GA GALY. STEEL MEETING ASIM QUIREMENTS. UNLESS OTHERWISE INDICATED. 70P 2 p A BC OL io ,0 PSF QRWG A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PPA)PER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P0317ION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOW BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 & ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-_ SEE A 10F., LEN. 3 CONFORM W/APPLICABLE PROVISIONS Of NOS &7PI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/931 FOR PIROPER i TOT,LO. 37 .0 PSF O/A SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 5 10UR.FAC. 1 .25 I uni av an un upnm IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1COArTmr, Pd n aCk Job: (8-0012) LOT / J 3' QJ 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 02 N WEBS 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. REACTION OF 26.84. WIND TC OL - 5.0 PSF, WIND BC DL - 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. Av-27# NAILED IT 9'7"6 rn 0"5 2X4(Ai) 12 b L_- m 4 8'1"2 '2 3' 2' 3* Rv-2940 U-2500 W-3*8 Rv-17# U-200# NAILED TAG T39 SEQ :,29274 PLATE-ALPINE TPI95 TPI-95 (STO) OTY= 4 PLIES- I TOTAL= 4 REV. 18.2c4 SCALE Objj ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAM )(IMPORTANTKX SHALL MOT BE RESPONSIBLE FOR A14Y WARNING IN HANDLING. ERECTION AND 0 1/06Q8 TC LL 20 .0 PSF REF - DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 01/06/9B F F AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST813 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS AM MADE OF 20GA GALV. STEEL 14EETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 23 BC DL 10.0 PSF DRWG All G11 0 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACE0 WITH PROPER TAU:S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE I T A T g of 3 p CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PA EA TOT.LO. 37.0 PSF 101A LEN. 3 OP op SEAL ON THIS DRAWING APPLIES TO THE COMP13NENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .25 IN ONLY, AND SHALL NOT-BE RELIED-UPON—IN ANY OTHER WAY. DESIGN TO THE I M S ERECTION CONTRACTOR. - __ ___ I SPACING 24.0" ITYPE spec jQb: (8-0012) LOT / J V Cj W/VLT THIS QWG. PREPAPED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S-LAYOUT , TOP CHORD 2,14 SP 12 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #2 N AN UPLIFT REACTION OF -169# OCCURRED ON A ROOF OVERHANG/CANTILEVEA DESIGNED FOR A 2.00 PSF SOFFIT LOAD. NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIRED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED SLOG. LOCATED ANYWHERE IN ROOF, WIND TC DL - 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. T2X4(A0 8'7"6 rn C) 8'3"15 12 6 K!!� 8*1"2 3.5 12 2' HV'Jt$Ut U-2800 W-3"e R�-JDO-1691-2004A I UM LED TAG T31 SEQ :,29248 PLATE-ALPINE TP195 TPI-95 (STD) QTY= 2 PLIES- I TOTAL- 2 REV. 18.2c4 SCALE .5831 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE I I *)(IMPORTANT)()( SHALL NOT BE RESPONSIKE FOR ANY ARNING IN HANDLING. ERECTION AND 0 i/06ggB TC LL 20.0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN COMFORWANCE WITH OSISS BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1—C. ALPINE CONNECTORS ARE MADE OF ZOGA GALV. STEEL MEETING ASTN' OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 423 BC DL 10 .0 PSF QRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED W17H PROPER TRUSS AND UNLESS OTHEAWISE LOCATED ON 7H15 DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF TWP CONNECTORS PER OAAWINGS 130. 150 G ISOA-F. DESIGN STAMOAADS WITH PROPERLY ATTACHED RIGID CEILING 7.f c v TOT.L.D. 37.0 PSF 01A SEE LEN. 7 S OR. CONFORM W/APPLICASLE PROVISIONS OF NOS& TPI. AN ENSINEEA'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROP LOA% SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEM DRYWALL APPL ICATION. FUANM A COPY OF HI im nwiY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT Is DUR.FAC. 1 . 25 ISPACING 24.0" ITYPE Ej aCk Job: (B-0012) LOT / J 9' 10"13 HJ W/VLT THIS DWG. PREPAnEO FROM COMPUTER INPUT (LOADS & QTMGNSIONS) SUBMLTTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 100 MPH WIND, 15.00 FT MEAN HGT. SOCCI, 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 DL - 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 GRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Av-eN349#U-2W3LECIATLEO 461 12'8"12 4'11*6 7 T 11 7*10 3X4 to O"lo 12 4.24 C:;,- X4 2X4iAI) i.5X3 =2.47 12 -10'1"13 Rv-491# U-3600 W-4"15 TAG T3 ISE? 29251 PLATE-ALPINE TP195 TPI-95 (STD) OTY= I PLIES- 1 TOTAL- I REV. 18.2c4 SCAL -0.5915 ALPINE ENGINEERED PRODUCTS. INC. RUSSES REQUIRE EXTREME CARE *IMPORTANT)i)( SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 1/06gga TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. 09 ANY BRACING. SEE HIS-91 By TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 01/06/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST88 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE 'Irk. ALPINE CONNECTORS ARE MADE Of 20GA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 BC OL 10 .0 PSF DRWG A A ROP 446 GA a EXCEPT AS NOYED. APPLY CONNEC70AS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH P ER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOY16"0imo BC LL 0 -0 PSF TWP CONNECTORS PER DRAWINGS 130. 150& IBOA-F. DESIGN STANOAAOS WITH PROPEALY ATTACHEG RIGID CEILING-- SEE X I A I I Of CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/j/ FOR PROPER 0,$0 TOT.LO. 37.0 PSF O/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUANI�H:,COPY OF THIS OUR.FAC. 1 .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. I DESIGN TO THE 7"S ERECTION CONTRACTOR. nocTru cocrTvTrATfnm rm wmn rnNqmrtynw ISPACINGS-ee aboVeITYPE-)ack ob: (8-0012) LOT / J 9- 10"13 HJ W/TRAY THTS OWG. PREPARED BY THE ALPINE jOB OESrGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N SOT CHORD 2x4 SP 02 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSFO SLOG, LOCATED ANYWHERE IN ROOF. REACTION OF 397.92. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.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. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT A%jfMAQtaQ8jIL80ILED AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING 46 12'6*12 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPER 7 It 7*10 3X4 T :7 12 4.2 4 9' -2 5X4 LID 2X4(Al) 12 2.83 El 2 4X5(R) -9'10"13 2*9'15 -3'2'4 9110"13 Rv-570# U-360# W-4'i5 TAG T19 SEG 29280 PLATE—ALPINE TP195 TPI-95 (STD) QTY- I PLIES= I TOTAL= I REV. 18.2c4 S ALE -0.5915---- ILINE.ENIINEERE. lAlUCIl. INC. I.SES REOUIRE EXI..E CARE TC LL 20 .0 PSF REF )()(IMPORTANT)()( SHALL OT BE RESPONSIBLE FOR ANY WARNING IN HANOLIh', 01/0649B ' ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-92 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 01/06/98 FAILURE TO BUILD IKE TRUSS IN CONFORMANCE WITH asysa By IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 BC DL io -0 PSF QRWG A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LATERALLY BRACED WITH PROPEA TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACjliEO RIGID CEILING-- SEE 5 T A T 9 0 f ��%f E 5110 E13 CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDA PROPER 11-lonlo". TOToLD. 37.0 PSF O/A LEN 91013 Tn THF COMPONENT DEPICTED HERE ,DRYWALL APPLICATION. FURNISH ACOPY-OF-THIS DUR.FAC. 1 .25 lob: (8-0012) LOT / J 9' 10"13 Hj W/TRAY THfS QWG. PREPARED BY THE ALPINE JOB OESTGNER PROGRAM FROM TRUSS MFA'S LAYOUT TOP CHORD 2xA SP 02 N SOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SSCCI, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSFD 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* D.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. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANOIOA SUPPORT &bMjq%;7L31t@RBAIL60ILED AT SPECIFIC LOCATIONS, PARTICULAR CARE IS ADVISED DURING 46 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 12*8*12 11 7'10 3X4 12 4.2 4 -2 5X4 !n 2X4(AI) 2.8 3 12 H 2 4X5(R) 9'10"13 —2'9'15 618*9 -3*2'4 9'10*13 RV-5700 U-360# W-4"15 TAG T19 SEO = 29280 PLATE-ALPINE TPI95 TPI-95 (STD) QTY- I PLIES- 1 TOTAL- I REV. 18.2c4 s ALE -0.5915 ALPINE E14GINEERED PRODUCTS. INC. TRUSSES AEGUIAE EXTREME CAM IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN mmouh�. ERECTION AND 01/060. 8 TC LL 20.0 PSF REF DEVIATION FRO14 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY 7PI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 01/06/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL POWANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH GUIREMENTS. UNLESS OTHERWISE INDICATED. lop 23 BC DL 10 .0 PSF DRWG A r 44,OR a E XCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY A77ACHEO PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP CONNECTORS PER DRAWINGS 00. 150.6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RJOID CEILING-- SEE S T E Of CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDA PROPER 111� TOT.LD. 37.0 PSF O/A LE . 91013 c— nm THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 71 61 iis !�- -1—IMTRACTOR. IDUR,F A C. 1 .25