Permit 271 Camelia St CITY OF
800SEWN01-r- ROAD
\1*1.,\,\Tl(.' 13YE"ACH, FLORIDA_31-213-5445
rEI-1-PHONT. 1004) 247-iXOO
FkX 0)041 _'47-5805
SUNCOM si-1-5800
DATE
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
7 5
Z.—
Please call me at 904-247-5826 if you have any questions.
Sincerely,
6a 1�ex'�
ATLANTIC BEACH BUILDING DEPARTMENT
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CITY OF A TL4NT1C BEACH, FL ORIDA
CERTIFIC4 TE OF OCCUPANCY
WORKSHEET
Date Requested: 1 6-2-0 .9�9
Building Contractor: Bt-,Q-�Cz
Building Permit Number:
Address :
Lecal Descriction:
improvements to the above described property have been completed
in accordance with the terms of the permit and is certified tc be
readv for occupancy as
Lowest Floor Elevation : 10.0
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIEC DATE APPROVED BY
Fire
Public Works
21--nn-ing z, ?
B-u,i'A.d i n g
APR 16 199 03: 10 CLARSON 045 P02
MAP SHOWING PLOT PLAN OF LOT 4p BLOCK 101 , AS
SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA.
FOR: R�RJQQN- INQ
;RW 0144% ON ;Aire %a- A101—ft PI AX,
o,4K RECEIVErvt_
Dou BLE OAK MAY 5 1999 71xmfj
GUAD 0,AWz
WILD C14ERRY--5K CitY of Atlantic Beach
PA L M Building and Zoning
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170.0'
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(,C)
C A M E L I A S T R E E T
OCT 05 '99 11:41 CLARSON WV4 PlAd
MAP -SHOWING BOUNDARY SUR%/EY OF LOT 4. BLOCK 101,
AS SHOWN ON MAP OF SECTION "H" ATLANTIC 13EACH
AS RECORM IN PLAT 600k 113. PAGE 3A OF THE CURRENT PUIAj-w RECORDS OF OUVAL COUNTY. FLORIDA
FOR: IIIIEST-CON.ANC
BEARING ROMRENCE: OW10 FOR THE EAVERLY R/W LIN! FOR CAMCUA STREET.
"Y,A S)".2 ARE SHOR U'SIR10.12). AND R9 R TO-NAMON L OZO25-nO DATUM
REFtftWCE GENC14 MARK 15 'X' CUT ON LASTIERLY PLANOE BOLT ON FiAt H*YRANT AT 'ni� INTCRIIII[MMON
Of CAMELIA �%"F-TT AND WEST 3rd STRCCT. ELEVATION: (7-84).
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4
10
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FINAE WRIPErt NOT; FOURO ALL 'R-.4-.,
FOUNDATION SURVILT: 7-10-90 NOTE, MUM ALL Pt
i NEFCILYM RM THAT -lHiS SUR'vV,, PPFWmcO tmov MY IttsmaNsfou-, DlpErmm UnTs lw LEGIEND!
WNtMUM % ANDS MR LAND SURWYORS IN ACCORDANCE VATH CHAPTP 81017-6. FLOWDA f
ADMMSIRATIVE Coll, mASUANT To SECTION 47LO27, rLDRIDA $'TATvlt$), AND ;nJctr-TR CERTIFY THAT ,rm*w-'..
THERE ARE 140"SIVINCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SMOW cow 0"mTE
Ift =ursvwlavm um
NOTE.- Tmv Lv?wRvEvo vtcftt&4 APPEARs To us mmw'L"' mA ONAsoANOCIATM INC. AMU(aixTA)
AS 59ALM FROM 7"9 MOOD 14"ANOC RATE 10MMIM10 AVE., JACKSONVILLL FU., 32207 ARG
MAPS, COMMUNITY PANIM C-71 -QQQj Q DATE0 4-117-02-
ry
SURYEYEO. APRIL 14 1294b
LSCALE.- ivi2a'
R YOR NO. 4487,FLORfOA &A L
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MAIN ST)9 EET
------- --- -- ---- ----------- -
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL. 247-W26-FAX: 247-58T7
LOCATION:INFORMATION
:��.PERMIT!INFORMATION� .
Permit Number: 18Z13 18 216 Address: 271 CAMELIA STREET
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 101 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 82,500.00 Parcel Number:
Improv. Costi, 82,500.00 OWNER.INFORMATION.
Date Issued: 5/13/1999 Name: BESTCON INC.
Total Fees: 3,516.74 Address: 910 OWEN AVENUE
Amount Paid: 3,516.74 JACKSONVILLE BEACH, FL 32250
Date Paid: 5/1311999 Phone: (904)246-3747
Work Desc: CONSTRUCT NEW SINGLE FAMILY RESIDENCE RADON/1213-CONSC/1536
�::���:��:CONTRACT ........-11.......
........- PP11j- TORIFEES,
BESTCON, INC. PERMIT 588.00
WATER IMPACT FEE 470.00
SEWER IMPACT FEE 1,250.00
WATER METER/TAP 85.00
RADON GAS-H.R.S. 5.76
RADON CAB 5% 0.30
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
SEC H IMPACT FEE 750.00
CONST.SURCHARGE 6.91
SCHARGE/ATL.BCH. 0.77
FOOTING SLAB COVER UP
FRAMING FINAL BUILDING CERTIF/OCCUPANCY
INSULATION LINTEL TIE BEAM
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
�\I Operator: WENDY
, -- C- /L\ Date: 6/15/99 01 Receipt: 0864343
RTEkNTIC BEACWBUILb1NG DEPT. Total Payment $3516.74
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Per rmt-P4u----m66r:-- Address: 271 CAMELIA STREET
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 101 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 82,500.00 Parcel Number,
Improv. Cost: OWNER INFORMATION
Date Issued: 8/04/1999 Name: BESTCON INC.
Total Fees: 43.00 Address: 9100WENAVENUE
Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250
Date Paid: 8/04/1999 Phone: (904)246-3747
Work D-esc: INSTALL cl�NiTkAL-HEA- T AND AIR
CONTRACTOR(S)_ APPLICATION FEES
VC66MA Ws REAT I N G &A I R C 0—NO. -4---3-.0-0
InsDections Reauired
7RI—NAL
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
$43
Date: 8/04/99 01 Receipt: 007670"1
CHECKS
AT4LATI'C BEACH B CD�IG �DE .�-
CITY OF
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
TELEPHONE(904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
October 14, 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 locations:
1 271 Camelia - 275 Camelia Street
If you require additional information please call 247-5826.
Sincerely,
George Worley, 11
City Planner
GWII/pah
cc: City Manager
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:— .2-1)
LOCATION
OF Intersecting Streets: Between And
BUILDING Su6-division tz, j 0 1
11. IDENTIFICATION — To be completed by all applicants ,
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good.practice listed therein.
Name of Mechanical McGowan' s Heating & Air— Contractors
Contractor (Print) Cond. Inc. Masfer CACO-18970
Name of M-48
Property Owner
Signature c' 0 Signature of
or Authori..d ;gn:', or Engineer
111111. GENERAL INFORMATION
A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING 7NE ON
THIS BUILDING OR SITE?
(3 LP C] Natural [3 Central Utility
�Isos IF YES, GIVE NUMBER OF CONSTRUCTION
CI On PERMIT
0 Other — Specify
IV. M104NICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
1111'revide complete list of components on back of this form) Residential or El � Commercial
ftat [3 Space E3 Recessed X Central 0 Floor New Building
Air Condifioning: E3 Roo."%56 Central �00 Existing Building
/V—4 0 Replacement of existing system
Thickness-
New Installation(No System previously Installed)
maximur capacity c.f.m. Y_ I
0 Extension or add-on to existing system
E3 Refrigeration E3 Other — Specify
0 Cooling tower: Capacity 9-P.M.
0 Fire sprinklers: Number of head'
C) Etavator [3 Monlift [3 Escalato (number)
THIS SPACE OoR OFFICE usE ONLY
E3 .Gesollino pump$ (number) (Recol"d)
[3. To"L. (number) lt*mafks
(3 1%containe .(number)
13 Unfired pressure vone' Permit Approved
C) loile,"
OtINW — specify Permit Fee
LIST AM EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
C_qmdty Appvvtog
NumberUnIts DUCAVU0111 Xodal Number Manufacturer (TOW ACMW
PROPERTY ZESCR22TION REcEIV
Lot 4 4 , Bloc�'
MA v 5 1999
City of Atlantic Beach
Street Nam! rWC==CrK OF Wdktding and 70nine
or Addres '_NtNkk� �Cl'
(if in a� FLOOD HAZAR
Flood Zone: area complete pa I ge 3) Br�ief Descrivtton- 7�� (�C�\ C J"
�-U
CLass- of Work: (New/
Remodel/AddItion: C'o
ZONMOG Type of Construction:
��Ocle r,�j, i
Zbning Proposed,
."q1 4 Use:. Estimated Value $ '2�2,C_K20
District
Excections or Variances Materials--
Granted:
Sol±d ar Fil�ed
Graund.:. �-�5 V\1 0 Rocf
Method of Heating:
OWNER Z2q7t)MdXT102f-
'Un C
Property Cwnerr' %rT C,� P-ho.ne z 117 Ll
Mailing Addr-ess 91[C-� n(A)Qr--) " (
zip: 3 z-
CONTRACTCR IMPORMATION
Contra-ctor-- rv'�� cc�:' 'QLA�)FW —Phone,
Mailinc� Lddress:
STATE LICENSE NO-, C�e,-L7a,,-) zip
'Met,
I HEREBY CF_R7IFY THA7 I HAVE READ' AND EXA1*1NED' THI.1
BE TRUE AND COPIREECT- ALL PROVIS71ONS OF THE LAW& AND ORDIt
WILL BE COMPLIED WIT11f, WHETHER SPECIFIED HEREIN OR: 140T.
PRESUME Ta GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIC
RULES, REGULATI-ONS,. ORDINAN='" OF, LAWS IN ANY MANN
CONSTRUCT"ION OR TEE PR5�R!-IAINCE OF CONSTRUCTION OF THE ,�'
VT
ISSUANCE OF THIS PE S.� IS CONTINGENT UPON THE ABOVE INFOP
THAT THE PLANS AND PO TING DATA HAVE SEEN OR SHALL BE
Owner Sicnature>6
Contractor Signature \j Lilt I M
v
SWORN TO AND SUBSCRIBED Brz,0 r
OF — Na BY _:;7 DAY
C"_A 19 9
Andrea L Durst
MY COMMISSION#CC749895 EXPIRES i )TAp�y pUBJ:t
3une 10,2002
BONDED THRU TROY FAJN INSURANCE,INC
PPR'16 '99 01:43 CLRRS0N 043 P02
MAP SHOWING PLOT PLAN OF LOT 3, BLOCK 101 , AS
SHOWN ON MAP OF SECTION "I-1" ATLANTIC BEACH
AS RECORDED IN PLAT BOOk 18, PAGE 34 OF THE CURRENT PUBLIC RCCORDS OF DUVAL COUNTY, FLORIDA.
FOR. -_BE3jQQN. JNQ
G"90i Oil Rif! 499'06
L E 6 C-14 D:
o.4 R ;; 0
REC . I D
Doui3L,ff oAK: m
TRIPL6 04kz M A Y 51
7A 1-1,6 kv City of Atlantic Beach
P/Ay C- Uilding and Zoning
L 0 T L 0 T L 0 T
2 4
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0
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it - ,
120.0' < 0 01 di
ow
0. 0
/-N A k A f-- T P P- P- T
JOBADDRFM TYPEWORK
PROPERTY OWNF���-��K-j ..TEL MONE --3 7 V 7
COATRACTOR TEL FPHONE
PERmrTNuAmER DATE 6
VVSTEC77OMS. FOonNQ C/ 9
SIAB
TM BF" f
LUVM
NA&INGIMEAMING
FRAMWGICOVER UP 9- cl 9
ZVSMTION 9 -?q
FVVAL BUMDING
C7JMFIC4TE OF OCCUPANCY
Fl, r-7WCALPEAMM 7-1-) Pq 6 -30 -9
EVSPEC77ONS ROUGH
F12VAL 9
f
AMCH"CAL PERAIM
IMSTECTIONS ROUGH
FEVAL Z 9
PLUMZWG PERNM
17VSPEC77ONS ROUGHMADERSMB -7-
TOPOUT - -- QAQ
WA TER,ISE J VE R
FTVAL
NOTES:
11 1,1 1 1 _N
Iqq9 4:�5PM RESUGN INC
(Dertifillecate Of MCC1414pancu
ctu of
Aflantic UL4 — AMU
flepliftt"t of Iffilhing
Valt ccrdAcatc isfued pup-quant k,the roquirompnb ofSertion 103.8*fthe Sou&�P%Standard
BuUding Code cerstlying that at the time ot tax"GACI 144 CIPUMM WOO in wmYl 41—'*tug
various ordinancen r*gulating,building construdiott or ime For the jb(lowing.
Use Ct"SwOMIM S INGLE FM,jl�y— Mdo."it NO.
Gmup— TV*GoASMAWW Eood-SVAMm _ Q A B
cw"-r cR SLARAng DESTCON AddMft 271 CANtLIA STR��T
Bale reft 1)71 rAMVTTAL.--.— LqwMF-&TLANM- 11?-Aclu�-FIJ
K" ft: RPN C.
),""—T.- 10/13/99
&"nil officto
POST IN A CCNBPICLM)US PLACE
0 c a I V e I M OF C-t --1-4 110:0 8
C CITY OF
SEN11\01-1: ROM)
\1 i "N ;A' 131�ACH, 1-1.0RIrm
ITI 1: 0041)
F\\ �1)04) 7-5 8
------- �1 WOM
DATE 3C
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Re: Final Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
Please call me at 904-247-5826 if you have any questions.
;_ 1 n c Fer y,
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF ATLAN'i"IC BEACH, FLORIDA
Approwtd by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE;.a�n�_ _Z7 19qq
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
Munson and Bryan EJecWc Co. 'EC-0001713
1423
ELECTR ICAL FIRM: MAST11T 7GECTR(CIAN Sl.�6TURE JOURNEYMA
N AM E b2tg
cn�l �. 4 12 ' -'RFD—BOX
—ADDRESS: 001��C- ��
B L D G.S I Z E BETWEEN:
RES, I, ART. COMM. ( I PUBLIC ( I INDUS. NEW ( OLD ( I REW.
AODITION ) TRAILER ( ) TEMP. ( ) SIGNS ( I —SQ. FT.
SERVICE: NEW ( I INCREASE ( ) REPAIR FEE
CONDUCTOR SIZE AMPS COPPER I, ALUM. (U--r
T RACEWAY
SWITCH OR BREAKER 5DAMn PH �SW VOL
EXIST. SERV. SIZE AM PS P H IN VOLT RACEWAY
FEEDERS NO. SIZE INO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALE IOPEN TOTAL
RECEPTACLES CONCEALED1 � OPEN I TOTAL
0.30 AMPS. 31-100 AMPG�
SWITCHES
INCANDESCENT
FLUORESCENT M, V.
FIXED 0.100 AMPS. OVER I
APPLIANCES -1 1 BELL TRANSF.
AIR H.P. RATING H.P, RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEATI KW-HEAT
OVER
MOTORS H.P. I VOLTAGE PHS NO, I H.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
CITY OF ATLANTIC-.' BEACH, FLOR-IDA
Appfovod by APPLICATION FOR ELECTRICAL PERMIT
_al(u 25 lgqq
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR COING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE AT7ACHEID 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 Dectric Co. EC-0001713
142.3
ELECTRICAL �IRMi MASTER E�.EQTRICI�N SIG �FIURE JQURNEYMAN
NAME Th ADDRESS:_ Qqk octm-aln RFID-BOX-
BLDG.SIZE '. ')vx OA o �- UY-1IL�A-A -BETWEEN:
0 U
RES. APT. I ) comm. ( I PUBLIC INDUS. NEW OLD ( REW.
ADDITION � TRAILER I TEMP. ( ) SIGNS ( ) _SQ. FT.
SERVICE� NEW (-f' INCREASE I REPAIR FEE
CONDUCTOR SIZE AMPS COPPER ALUM,
S-WITCH OR BREAKER AMP$ PH W VOLT UU� RACEWAY
EXIST.SERV, SIZE AMPS PH W VOLT RACEWA�
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED � OPEN TOTAL
RECEPTACLES CONCEALEDI OPEN TOTAL
1,10 AMPO, 31,100 AMFIO*
SWITCHES
INCANDESCENT
FLUORESCENT &M. V.
FIXED 0000 AMPc ovrn
APPLIANCel SELL 1 RANSF.
c'
AIR H.P. RATING H.P. RATING
CONDITIONING COMP. MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT
0.1 OVER
MOTORS H.P. VOLTAGE PHS NO. H.P. VOLTAGE S
J
M�SCELLANEOUS
TRANSFOPMERS: UNDER 600 V. ovpp nnn v I
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION LOCATION-fNFORMATION
Permit Number: 18439 Address: 271 CAMELIA STREET
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 101 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 82,500.00 Parcel Number:
Improv. Cost: OWNER JNFORf&ATION;
Date Issued: 6/29/1999 Name: BESTCON INC.
Total Fees: 53-50 Address: 910 OWEN AVENUE
Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32250
Date Paid: 6/29/1999 Phone: (904)246-3747
Work Desc: INSTALL PLUMBING IN NEW HOME
CONT
MWIM-4) %, ` � 1. �'11 1*�, �, ---APP.jMtft, NFEES
DON HARRIS PLUMBING PERMIT 53.50
'in
spq0tions ftmdr-90-
UNDER SLAB PLUMBING ROUGH PLUMBING SEWER
TOPOUT FINAL
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC
SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY
OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
-1.6d-,-7 r- $53.50 14
ATLANTIC BEACH BU11W Date: 6/29/33 91 Receipt: OOPN2
CHECKS 3132
CITY OF ATLANTIC BRACE
APPLICATION FOR PLM43ING PZRI41T
CA
JOB LOCATION: c�j
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
PLUMBING CONTRACTOR DON HARRIS PLUM151NIr, rn
AND ADDRESS: P. 0. BOX 1111+668
TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4
STATE LICENSE NO: J-0
TYPE OF BUILDING: & CA
TYPE OF WORK: A/Z/0 1(01&AJ-12�v
HOW MANY OF THE FOLLOWING FIXTURZ3 INSTALLED
SINKS SHOWERS
—LAVATORY WATER HEATERS
_BATH TUBS DISHWASHERS
___�URINALS _DISPOSALS
—CLOSETS —WASHING MACHINE
_FLOOR DRAINS —SHOWER PANS
TOTAL FIXTURE COUNT: $3.50 + $15.00 $
-----------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT ZDITION '01F THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE tUSPECTIONS (904) 247-5826
TRANSMItTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
Q
ZS4 .22a 722&41
V-5 71
x=6ct3h&,K:peuucxA=. Please update
your records accordingly.
Thank you,
BUILDING CLERK
CITY OF ATLANTIC BEACH
/vcb
/p- / 6
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
C /q-- S-7—- L A)
1)a t e 9 ,5
Heated Sauare Footage @ S oe--1: Sa S
73 @ $ S
Garage/Shed per sa r
Carport/Porch @ S—Per f t Ql$
C,
D e c 0 � �r s avt
Patio @ S
----Per sza ft 8
TOTAL VALUATION :
TGtal Valuation 1st $
S
Remaining Value $ per thousand
or oortion thereo-f
TOTAL BUILDING FEE
+ 1/ 1. Filing Fee
( V) Fireplaces @ $15 � 00
BUILDING PERMIT FEE S
WATER IMPACT FEE
SEWER IMPACT FEE
WATER METER/TAP IC
CAPITAL IMPROVEMENT 0 C,
SEWER TAF
RADON ( HRS) 0050
SECTION H PAVING (��D/ $ 0,0
HYDRAULIC SHARES S
CROSS CONNECTION $ -. a C)
SURCHARGE
OTHER $
RAND TOTAL DUE
ADDITIONAL PERMITS OR FEES : Mechanical Plumbing
Electr1c/New Electric/Temp_; SwimminaPool
Septic Tank Well__; Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES :
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION:
OWNER:
1 Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter 133)
2. Determine actual physical properties of building.
a. Determine building area each floor. (Area definition Chapter 132) 0 L/—
[A b. Determine grade elevation for building. (Grade definition Chapter 132)
1.4 C. Determine building height in feet above grade. (Height definition Chapter 132)
1114 d. Determine building height in stories. (Story definition Chapter 132) 0"/-
e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter 132)
f. Determine percent of exterior openings per floor. 7-
3. Determine minimum Type of Construction necessary to accommodate proposed structure.
(Chapter 136)
a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
b. Check allowable height and area increases permitted. (Chapter 135)
4. Check detailed Occupancy requirements. (Chapter B4)
5. Check detailed Construction requirements
a. Fire Protection of Structural Members (Chapter B6 &Table B600)
b. Fire Protection Requirements (Chapter B7 and Table B700)
C. Means of Egress Requirements (Chapter B1 0)
d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
[v� 6. Review design as related to standards. (Chapters B1 6- B26)
fvf 7. Check other requirements as necessary.
a. Construction projecting into public property (chapter B32)
b. Elevators and conveying systems (Chapter B30)
C. Sprinklers, standpipes and alarm systems(Chapter 139)
d. Use of combustible materials on the interior(Chapter 138)
e. Roofs and roof structures (Chapter B1 5)
f. Light,ventilation and sanitation (Chapter 812) C) -<
9- Other
-2) '7 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date
By:_
Don C. Ford, BLAIding Official
don/sb.1
f-ORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1213 Builder: BESfC_0N __1
Address: 4/101 WAB Permitting Office:
City, State: ATL BEACH, FL 00000-0 Permit Number:
Owner: Jurisdiction Number:
Climate Zone: North
FI. New construction or existing New 12. Cooling systems
2. Single family or multi-family Single family a. Central Unit Cap:24.0 kBtuAir
3. Number of units,if multi-family SEER: 12.00
4. Number of Bedrooms 3 b.N/A
5. Is this a worst case? Yes
6. Conditioned floor area(W) 1213 ft2 c. N/A
7. Class area&type
a. Clear-single pane 0.0 ft' 13. Heating systems
b. Clear-double pane 164.5 ft2 a. Electric Heat Pump Cap:24.0 kBtu/hr
c. Tint/other SC/SHGC-single pane 0.0 ft2 HSPF:7.80
d. Tint/other SC/SHGC-double pane 0.0 ft" b. N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0, 170.0(p)ft c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types ft2 a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=I 1.0, 1000.0 ft2 EF:0.86
b. Frame,Wood,Adjacent R=I 1.0,206.0 b.N/A
c. N/A
d.N/A c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1228.0 ft2 15. HVAC credits
b.Under Attic R=19.0, 100.0 ft2
(CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.14 Total as-built points: 17386.00
Total base points: 18928.00 PASS
I hereby certify that the plans and specifications covered Review of the plans and 'T 14E S T4
by this calculation are in compliance with the Florida specifications covered by this oe
0
Energy Code. calculation indicates compliance
with the Florida Energy Code.
f��
PREPARED BY: GILBERT MILLER Before construction is completed
DATE: J -�2-c- 9,5; this building will be inspected for 11 3e
I hereby certify that this buil i g, as designed, is in compliance with Section 553.908
compliance with the F�Alor�iner Code. /) Florida Statutes.
OWNER/AGENT: 0 11(4 BUILDING OFFICIAL: 0_1
=DATE: DATE: 7
EnergyGauge@)(Version: FLRCNA-200)
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 4/101 WAB,ATIL BEACH, FL, 00000-0 PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 1213.0 33.05 7217.1 Double,Clear S 1.5 5.0 15.0 34.50 0.81 417.6
Double,Clear S 1.5 2.0 8.0 34.50 0.57 156.0
Double,Clear W 1.5 2.0 4.0 36.99 0.60 89.1
Double,Clear W 1.5 5.0 30.0 36.99 0.88 971.5
Double,Clear W 1.5 6.0 34.0 36.99 0.91 1148.6
Double,Clear N 1.5 5.0 15.0 19.22 0.92 263.9
Double,Clear N 1.5 3.0 4.5 19.22 0.83 71.9
Double,Clear E 1.5 10.0 54.0 40.22 0.98 2124.8
As-Built Total: 164.5 5243.5
WALLTYPES Area X BSPM = Points Type R-Value Area X SPM Points
Adajcent 206.0 0.7 144.2 Frame,Wood,Exterior 11.0 1000.0 1.70 1700.0
Exterior 1000.0 1.70 1700.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2
Base Total: 1206.0 1844.2 As-Built Total: 1206.0 11844.2
DOOR TYPES Area X BSPIVI = Points Type Area X SPM Points
Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0
Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 38.0 165.2 As-Built Total: 38.0 125.2
CEILING TYPES Area X BSPIVI = Points Type R-Value Area X SPM Points
Under Attic 1213.0 0.60 727.8 Under Attic 30.0 1228.0 0.60 736.8
Under Attic 19.0 100.0 1.10 110.0
Base Total: 1213.0 727.8 As-Built Total: 1328.0 846.8
FLOOR TYPES Area X BSPIVI = Points Type R-Value Area X SPM = Points
Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) -41.20 -7004.0
Raised 0.0 0.00 0.0
Base Total: -6290.0 As-Built Total: -7004.0
INFILTRATION Area X BSPM = Points Area X SPM = Points
1213.0 10.21 12384.7 1213.0 10.21 12384.7
EnergyGaugeS DCA Form 60OA-97 EnergyGaugeG/FlaRES'97 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 4/101 WAB,ATL BEACH, FL, 00000-0 PERMIT#:
BASE AS-BUILT
Summer Base Points: 16049.1 Summer As-Built Points: 13440.4
Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
13440.4 1.000 1.047 0.284 1.000 4002.3
16049.1 0.3573 5734.3 13440.4 1.00 1.047 0.284 1.000 4002.3
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeG/RaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 4/101 WAB,ATIL BEACH, FL, 00000-0 PERMIT
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points
.18 1213.0 9.76 2132.0 Double,Clear S 1.5 5.0 15.0 4.03 1.20 72.4
Double,Clear S 1.5 2.0 8.0 4.03 2.27 73.1
Double,Clear W 1.5 2.0 4.0 10.77 1.13 48.9
Double,Clear W 1.5 5.0 30.0 10.77 1.03 334.2
Double,Clear W 1.5 6.0 34.0 10.77 1.02 374.6
Double,Clear N 1.5 5.0 15.0 14.30 1.00 215.4
Double,Clear N 1.5 3.0 4.5 14.30 1.01 65.0
Double,Clear E 1.5 10.0 54.0 9.09 1.01 497.2
As-Built Total. 164.6 1680.6
WALLTYPES Area X BWPM = Points Type R-Value Area X WPM Points
Adajcent 206.0 3.6 741.6 Frame,Wood, Exterior 11.0 1000.0 3.70 3700.0
Exterior 1000.0 3.70 3700.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6
Base Total: 1206.0 4441.6 As-Built Total: 1206.0 4441.6
DOOR TYPES Area X BWPM = Points Type Area X WPM Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0
Base Total: 38.0 453.0 As-Built Total: 38.0 375.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM Points
Under Attic 1213.0 1.20 1455.6 Under Attic 30.0 1228.0 1.20 1473.6
Under Attic 19.0 100.0 2.00 200.0
Base Total: 1213.0 1455.6 As-Built Total: 1328.0 1673.6
FLOORTYPES Area X BWPM = Points Type R-Value Area X WPM Points
Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3196.0
Raised 0.0 0.00 0.0
Base Total: 1513.0 As-Built Total: 3196.0
INFILTRATION Area X BWPM = Points Area X WPM = Points
1213.0 -0.59 -715.7 1213.0 -0.59 -715.7
EnergyGaugeS DCA Form 60OA-97 EnergyGaugeS/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 41101 WAB,ATL BEACH, FL, 00000-0 PERMIT#:
BASE AS-BUILT
Winter Base Points: 9279.6 Winter As-Built Points: 10651.1
Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
10651.1 1.000 1.064 0.437 1.000 4954.5
9279.6 0.5340 4955.3 10651.1 1.00 1.064 0.437 1.000 4954.5
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeS/RaRES'97 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: 41101 WAB,ATL BEACH, FL, 00000-0 PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Numberof X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6
As-Built Total: 8429.6
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling Heating + Hot Water = Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
5734.3 4955.3 8238.0 18927.61 4002.3 4954.5 8429.6 17386.4
EFP: AS S I
j,filE ST.
0
0
EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeG/RaRES'97 FLRCNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 4/101 WAB,ATL BEACH, FL, 00000-0 PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm/sq.ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surro inding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from,and is sealed to,the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at th
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
I I have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceedqd�balll resloqpces.
COMPONENTS SECTION REQUIREMENTS CHECK N
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Showerheads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics:R-6 min. insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min. R-1 9.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floors R-1 1.
EnergyGauge Tm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 8 .3
The higher the score,the more efficient the home.
, 4/101 WAB, ATL BEACH, FL, 00000-0
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr
3. Number of units,if multi-family I - SEER: 12.00
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes
6. Conditioned floor area(ft') 1213 ft2 c. N/A
7. Glass area&type
a. Clear-single pane 0.0 ft' - 13. Heating systems
b. Clear-double pane 164.5 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr
c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.80
d. Tint/other SC/SHGC-double pane 0.0 112 b.N/A
8. Floor types -
a. Slab-On-Grade Edge Insulation R=0.0, 170.0(p)ft c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:50.0 gallons
a. Frame,Wood,Exterior R=I 1.0, 1000.0 ft2 EF:0.86
b. Frame,Wood,Adjacent R=I 1.0,206.0 ft2 b. N/A
c. N/A
d.N/A c. Conservation credits
e. N/A (HR-Heat recovery,Solar
10. Ceiling types DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1228.0 ft2 15. HVAC credits
b. Under Attic R=19.0, 100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts - PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded) ,r,,fliE S
4V S ,
in this home before fi al i spection. Otherwise,a new EPL Display Card will be completed E zr 0*0
based on installed ode pliant features.
Builder Signatu' L Date:
U
Address of New Home: d1nif, Cl( City/FLZip: Olc�l�hlel
av 23-
*NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program.
This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86for a US EPAIDOE EnergyStarTudesignation),
your home may qualifyfor energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at wwwfisec.ucf edufor
information and a list of certitted Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugeg(Version: FLRCNA-200)
T, 7 1. 11 CI
`J�-�1IN L I I U
I lu L E I I U i
HEAT G-"1 1% HE�,VT L C I L U L-,Vr 10" `2 1'N�G' I L F),E IQ" 1-i 'IT21 1, 11 L 11-'
BA S E D O'� A J �-�-IHVENTII 10867 1)y
Project 11affle 1 3
,iddre s Is
-�i ty/'-�tat e
Uwner
B,u i I d e F,1 E D:T 0
HV corit r. Mc(j(j�'7AN S
Cond Flr Area.: 12-13 SF GLAS,S�/SF RATIO 11% House Ea'st
Ciiinati(-- unditions I', De.sign Condition.
----------------------------------------------------------------------------
Geocraphicai Location : Florida 1 Jacksonville
----------------------------------------------------------------------------- ---
,North Latitude Elevation '1 0 D e c / 2 4 F t, A b nve- Li
Outdoor Winter Dry Bulb 3,2 D e g F
Indoor Winter Dry Bulb 70 D e g--, F
Winter (Actual) Temp . Diff . 38 De-l . F
Winter Temp . Dif f . (wTd) 40 D e�,:, . F
Outdoor Summer Dry Bulb 94 De,? .
F
Ou Ldoor S u in[fie r Wet Bulb 77 Del . F
Outdoor Summer Hum. Ratio Gr/Lb 114
1 n d(--)o r S u m m e i Relaltive Hum. 50%
Indoor S-'u in,me r Desiggn Gr/Tb . 0
49
Indoor Summer, D r-,- B u 1.b T 5 Dec . F
'ange 1 nj Deg . F
Sumnier Daily FL
Summer (I"Ictual ) 'lefnp .Diff . 19 D e
Summer (User Sell '] Temp . Di-ff. ( sTd ) 210 De F
------------------------------------------------- -------------------- --------
CO r,I-)T T\T(41 Q T T11 f Vf A D
HEA-T!',,-,G SUMMARI t BES"'I DAT
SUBTOTAL T r,I-11VT CF,L 1-1 L 17
Nf r,-(-IT T 1 7
T- 0 C'f m t-, 7 1)
`J 1 4. V
. 0(
+ L
IL 1,7
1 7 1)
E �,T
TEM.1". SW 3 DEG .
OC-T'j- NT /_Aflfl T I Vi-1 U r,r)n 0 f)
D U CT L O'S S jDUCT GAIN
T
TOTAL LO,SS/BTUH 4, 5 6 : TOT�'L SE"'SIBLE 117071r,5 . 44
: TOTAL LATENT
T,-N7
: SENSIBLE + LATENT 1 31 0 1 10 . (9:7�
20% OVERSIZE FACTOR 4444 . 91 120% -QENS . OVRSZE FTR : 3415 . 09
"I"90 . r-0
ACTUAL + 20%. OVERSIZE: 155213 . 13 : SENS . + 400010 OVERSIZE :
HTG FTR = 43 . 2, CLG FTR 22 . 7 ICLG DESIGN CFM 750 . 00
EQUIPMENT QELECTIO,,,;
EQT MAINUF JANITROL CU MC)D T#- CPKE214-1 AHU MOD 4' A"30-0jr
TI-PI, H P
HTG INP/BTUH HTG OUTP/BTUH AFUE/ffSEIF '17 - I
SENSIBLE PTU11 18400 LATENT BTUH 5600 TTL CLG BTIU111 2-4'0 0 0
TUINAGE ( S )EER 10 . 0 CLG C'FM 1000 11TG CFM 0 e C!
APR 16 199 03:10 CLARSON 045 P02
MAP SHOWING PLOT PLAN OF LOT 4, BLOCK 101 , AS
SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF TIHE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR, N Q
.9 N!C
RECEIVED
o,4K 0
D006LE OAK--(&
GLIAD oAWz 0 MAY 5 1999
(a City of Atlantic Beach
WILD CPERP'(--*
(-),A L M Gwilding And zollirlg
co u m 0 T
L 0 T L 0 T L
3 4 5
B L 0 C K 1 0 2
50.0
9 L C K 1 0 1
P 10
ATIO 29�. RL
....F Alu
(Do
4'
0
'g!l
w 0 0
to 14:'
--CIO
NO
10'. 12.'
011,4,0'',
20' SAL
w
C'4 05!
3f'
L
0.0
-4 NA F L I A S T R E E T
Truss Connections
BESTCON INC.
1213A or B MODEL
Truss Uplift Truss Stud to Double Stud to Sill
Left7 Inter. Right Connection Plate Connection Connection
TI 530 960 480 (2)HCPLL; (1)RTPGA830ts; HCPLL TYP ; N/A ;_TYP_ TYP TPP4 on,Post ; TYP
T2,T3, T4, T5 560 560 (2) HCPLULR TYPICAL TYPICAL
T6 560 420 (2) HCPLULR ; HANGER TYPICAL TYPICAL
T7, T9 560 560 (2) HCPLULR TYPICAL TYPICAL
T16 770 720 (2) HCPLULR TYPICAL TYPICAL
ALLOTHER'S =�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 plf or 790#uplift for trusses at 2'o.c.) Nail with 8 - 1 Od com.
HCPLULR Uplift Capacity: 510# ; STC-24 Uplift Capacity: 655# ; RTPGA830 Uplift Capacity: 1950#
Simpson LTT20 Uplift Capacity : 175RW ; MST27B Uplift Capacity: 3745#
All connectors are SEMCO or equal (U.O.N.)
APP R 0 V E D
Cffy OF ATLANTIC BEACH
BUILDING oFFICE
MAY 12 1999
//9 A
j
Jeffrey K. Hulsberg P.E. (904)886-2401
Besx0n, Inc. 10/21/98
Plgfff 1213
Design Based on 1997 SBCCI, Section 1606
Roof Pitch : 6112 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 (psf)I 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'=15.51 Total 1259
Load hearwal Unit
Length Shear
Unit Shear: 1258.88 15.5 M. pff 1st. floor SW
Left Sidewall of Master Bath: Length of Load Area -1 1'+6.25'=l 7.25'
Description Width (ft) Height (ft) GCp Pressure (psf)I Load @ Top Plate (lbs)
First Floor Wall 17.25 8 1.1 20.44 1551
Shearwall Length: 3.5' Total 1551
Load Shearwall Unit
Length Shear
Unit Shear: 1551.12 3.5 44n plf I st. floor SW(3)wl MTS27B
A-P�FROVED
CITY OF ATLANTIC BEACH
BUILDING OFFICE
Y MAY 12 1999
-51191A)
Jeffrey K. Hulsberg, P.E. (904) 886-2401
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
SPECMCATIONS
DATE: 11112/98
BUELDER: BESTCON,INC
CONSTRUCTION JOB ADDRESS: Lots 1-3,Block 102 &Lots 34,Block 101,Section H,Atlantic Beach
All Items may not apply.(Mark those either"In Allowance","Owner Choice", Not Applicable"N/A",None.
1. FOUNDATION: Not Applicable-Monolithic Slab �Tluinp:NA
FOOTING-Concrete Mix or PSI:NA
Width:N/A Depth:N/A I Reinforcing:N/A Number:N/A
Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A
FROST FOOTING-Concrete Mix or PSI:N/A Slump N/A
Width:N/A Depth:N/A Reinforcing:N/A Number:N/A
Spacing:N/A Dowels:N/A Spacing:N/A FK;;�y.N/A
FOUNDATION WALL-Material:N/A If Concrete Block-Size:N/A
Concrete Mix or PSI:N/A Slump:N/A
Width:NIA Beam Pocket Size:N/A Reinforcig:N/A
Number:N/A Spacing:N/A N/A -Ts-lump:N/A
PIERS-Concrete Mix or PSI:N/A
Diameter N/A FDepth.N/A Spacing:N/A N/A
Reinforcing:N/A Number:N/A Spacing:N/A
PILINGS-Material:N/A
Size:N/A I Spacing:N/A Depth:N/A N/A
FIREPLACE PAD-Concrete Mix or PSI:N/A I Slump:N/A
Width:N/A FLe;g7th:N/A 7 Depth:N/A N/A
Reinforcing:N/A _T_Num�;:N/A Spacing:N/A
FOLTNDAT10N WINDOWS:N/A Size:N/A
FOUNDATION DOORS:N/A Size:N/A
CRAWL SPACE-Ground Cover:N/A Vents:N/A
Access:N/A Drain:N/A
DRAIN TILE-Material/Size:N/A Material over Tile:N/A
FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A
Foundation Insulation:N/A R-Value:N/A
Found.Bolt/Size:N/A Spacing:N/A
Termite Protection:N/A
GIRDERS-Material:N/A Size:N/A A,1P P_R "q&A,
ul I Y
JfLLUMNS-Material:N/A Size:_N/A BUILD]NJ"Rfif:N/A
BWCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 MAY 121999 03/22M
CRC-022365
OVYWER:Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
2. FLAT CONCRETE:
BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A
Thickness:N/A I Reinforcing:N/A I Fill:N/A
Vapor Barrier:N/A I Finish&Curing Compound/Sealer:N/A
HOUSE FLOOR-Concrete Mix or PSI:2500 1 Slump:3"
Thickness:4" 1 Reinforcing:Fibermesh Fill:Sand
Vapor Barrier:6 mil poly TFinish&Curing Compound/Sealer:Steel smooth(no curing compound)
STOOPS OR PORCHES-Concrete Mix or PSI:2500 T—Slump:3"
Reinforcing: Fibermesh Fill:Sand
Thickness:4" 1 Size:Varies Finish&Curing Compound/Sealer:Broom finish
SIDEWALKS-Concrete Nfix or PSI:2500 Tslurnp:3
Reinforcing:Fiberniesh Fill:Sand
Thickness:4" 1 Size:3'wide Finish&Curing Compound/Sealer:Broom
PATIOS-Concrete Mix or PSI: 2500 1 Slump:3"
Reinforcing:Fibermesh Fill: Sand
Thickness:4" 1 Size:8'x 10' TFinish&Curing Compound/Sealer:Broom
DRIVEWAY-Concrete Mix or PSI:2500 FSlump:3"
Reinforcing:Fibermesh Fill:Sand
Thickness:4" --Tsize: 16' wide F�ish&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 sill plates;rim joists;floor joists;sub flooring;plates;exterior and interior walls;ceiling joists;
headers;rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers;rough fimin materials for stair jacks,treads and risers;
collar ties; other attic bracing materials;roof overhang and sofitt;rake boards; steel and/or wood girders; columns and posts; sill sealer
under the sill plates; sheathing and siding the exterior walls; siding comers; interior and exterior decorative beams and posts; exterior
moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing;
stiffbacks; bar-king blocks; nailing blocks; fi-aming for fidure: recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck
girders;deck floorjoists and flooring;deck handrail and seating;deck stai�acks,treads and risers.
Framing Materials:
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 03/22199
CRC-022365
R:S ec Lots 1-3,Block 102&Lots 3&4,Block 10 1 Section H,Atlantic Beach
Sill Insulation: Foam Termite Shield:N/A
Bridging Material:N/A Joist Hangers:N/A
SubFloor Material:N/A Size:N/A Glue:N/A
Underlayment Material:N/A Size:N/A Glue:N/A
Wall Sheathing Material:7/16"O.S.B Size:4'x8'
Comer Brace Material:N/A
Wall Siding Material:CERTAI14TEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies
Rear)
Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8
Flitch Plate Material/Size:N/A Bolts:N/A
Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized
Windows:8d galvanized =Exterior Trim:8d galvanized 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 2491 35'
Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A
Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A
Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A
Headers,Windows&Doors #2 or Better SYP 2xlO/12 N/A 6'
Headers,Garage Door #2 or Better SYP 2x12 N/A 16'
Beams N/A N/A N/A N/A
Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A
E-- - I.- I I --------
IExterior Trim I Material/Grade or Species nickness Size
BESrCON,INC. 40DO-B St Johns Avenue,Jacksonville,Fl, 32205 03/22/99
CRC-022365
R: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
Fascia Board Vinyl
Soffit Vinyl
Siding Comers Vinyl standard comer post
Garage Door Trim Vinyl wrapped 2x8 PT
Window Trim 3-1/2"vinyl decorative trim
Door Trim 3-1/2"vinyl decorative trim
Rake Board Vinyl
Exterior Beams Vinyl
Exterior Posts Vinyl
Flashing Material:#26 galvanized steel Windows:Aluminum
Doors:None Off Ridge Vents: Galvanized steel
Soffit Vents:Vinyl
A[Gable Vents,None
4.WINDOWS:
Manufacturer/Style:KINCO MARK 50
Material:Aluminum Insulated Glass:5/8"
Screens:Fiberglass Storms:N/A
LGrilles:Muntins on all windows and sliding glass doors Shutters:N/A
5.ROOFING:
Shingles Material:TAMKO Fiberglass Grade:20 year Fungus Resistant
Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized
Felt: 15# Size/Weight:36"x 15# Nails: 1-1/4"galvanized
Roof Edging:6"pre-painted galvanized steel I Step Shingle Flashing:5"x 5"galvanized
Chimney Flashing:N/A Chimney Counter Flashing:N/A
Valley Flashing:26#x IS"galvanized Roof Fans/Vents:6' steel off-ridge
6. STAIRS:
BMCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 03/22/99
CRC-022365
OMMR: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
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 Stain 22"x 54"x 8'9"
LOCATION HANDRAIL BALUSTERS POSTS
Material Size Material Size Material Size
Basement N/A N/A N/A N/A N/A N/A
I st Floor N/A N/A N/A N/A N/A N/A
2nd Floor N/A N/A N/A N/A N/A N/A
7.EXTERIOR
DOORS: qncluding Sto DooK9
Door Brand/Model/Material size Thickness Hardware
Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley
Rear/Garage Generic 6-Panel Metal 218" 1-3/4" Stanley
Sliding/Patio KINCO M50 6'-0" 518"
insulated
Garage ROLL-LITE Model I 10 16'x7' 2-1/2" ROLL-LITE
Other
8. INSULATION:
BOTCON,INC. 4000-B St.Johns Avenue,JacksonviHe,FL 32205 03/22199
CRC-022365
R: S2ec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
Location Material Thickness R-Value Vapor Total Sq.
Barrier Footage
Walls Fiberglass 3-1�211 11 Tyvek —1650
Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft —1700
Rim Joist N/A
Floor N/A
Other
9.INTERIOR MILLWORK:
Item Manufacturer Style Size
Doors Generic Hardboard &/or Material 6-Panel Varies
Casing Generic Finger-jointed white pine WW-256 2-1/4"
Base Generic Masonite WMP-623 3-1/4"
Shelving Ventilated steel Standard 1211
Window Stool Generic Finger-jointed white pine Flat Varies
Spindles N/A
Be-grn N/A
Door Knobs KWIKSET-Antique Brass Dorian Varies
Door Stops Generic-Antique Brass Spring or Hinge Varies
Chair Rail N/A
Crown Mold N/A
Beauty Mold N/A
10. INTERIOR WALLS AND CEILINGS:
BESTCON,INC. 4000-D St.Johns Avenue,JacksonviHe,FL 32205 03/22/99
CRC-022365
OWNER:Spec Lots 1-3,Block 102&Lots 3&4,Block 10 1 Section H,Atlantic Beach
TABLE I
DRYWALL/PLASTER
Room Material Thickness Method of No.of Coats
Installation Walls Ceilings
ALL WALLS Sheetrock Y2$1 Nailed,Screwed and 3
Glued
ALL CEELINGS Sheetrock/Popcorn Texture V."Ceiling Nailed 3
Finish-Walls:Smooth
Finish-Ceilings:Popcom 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:
ILOCATION I MANUFACTURER STYLE TOP BACKSPLASH HARDWARE
BESWON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 03/22/99
CRC-022365
OVVWER: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
WOR MATERL&L
Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Guest Bath
Bath#I Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Bath#2
Other:
12.MASONRY:
MORTAR MIX:N/A
FACE BRICK/STONE,StyleNumber:N/A Bond/Pattem:N/A
Mortar Color:N/A Joint:N/A
Lintels:N/A Brick Tie Spacing:N/A
FIREPLACE BRICK/STONE,Style/Number:N/A Bond/Pattem:N/A
Mortar Color:N/A —FoZt:N/A
Lintels:N/A Brick Tie Spacing:N/A
FIREPLACE FIREBOX:N/A Size:N/A
Ash Dump:N/A Cleanout:N/A Flue Tile&Size:N/A
Fireplace Lining Material:N/A Hearth Size:N/A
Mantel: Glass Doors:N/A
Combustion Air:N/A
STUCCO MIX:Masonry
Finish:Textured Thickness: 5/8" No.of Coats:3
Mortar Color/Painted:Per Color Sheet Metal Lath:w/felt
Other: Stucco at foundation only
13.BEATING:
Gas Furnaces shall have an AFUE of 80%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 CAJ CPKE30-IA A/H A30-05
Evaporator Coil,Brand Name,Model,Size:N/A
Thermostat,Make,Type: SECO
BESTCON,INC. 4000-B St Johns Avenue,Jacksonviffe,FL 32205 03/22/99
CRC-022365
OWNER:Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
Supply Ductwork Material:Fiberglass R-6
There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow.
Insulated supply: Flex-duct R-6
Return Air Ductwork Material:Fiberglass R-6
Insulated returns:Flex-duct R-6
Area Number of Supply's Number of Return Air Other
Basement N/A N/A
First Floor I I I
Second Floor N/A N/A
Registers Brand Name,Style,&Number CODY One-way throw-I I
Grilles Brand Name,Style,&Number: CODY
Flue Material:N/A Size:N/A
Humidifier Brand Name,&Model:N/A
Electronic Air Cleaner Brand Name,&Model:N/A
Baseboard Heat Brand Name,Model&Numbers:N/A
Stove Vent:N/A Dryer Vent:4"metal
Bath Vents:3"diameter aluminum Flue Cap:N/A
Other: Bath vents in Hall Bath ONLY
14.PLUMBING:
Waste Disposal-Public:City of Jacksonville Beach Private:N/A
Disposal Field:N/A
Water Supply-Public:City of Jacksonville Beach Private:N/A
Pressure Reducing Valve-Make&Model:N/A
Gas Supply-Public:N/A Private:N/A
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,Fl, 32205 031VJ99
CRC-022365
OWNER:Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,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 SDR35PVC 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 %11
House to Water Heater CPVC SCD40 Glue %91
House to Bathrooms CPVC SCD40 Glue 3/4"TO V2"
House to Kitchen Sink CPVC SCD40 Glue 3/4"TO V211
House to Refrigerator CPVC SCD40 Glue 3/4"TO Y2"
House to Dishwasher CPVC SCD40 Glue %"TO 1/21'
House to Ice Maker N/A
Other
Gas Supply Material Joint Treatment Size of Pipe
Main to House N/A
House to Fixtures N/A
L— I I I I
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonvifle,FL 32205 MV99
CRC-022365
ONVNER: Spec Lots 1-3, Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
Bathroom-Fixtures Description-Brand Name,Model Number,etc.
Master Bath Guest Bath Bath#1 Bath#2
Water Closet STERLING STERLING
Elongated Elongated
Toilet Seat Church Church
Shower LASCO 3442
Tub STERLING
2660 Acrylic
Feature Tub Faucet&Control Lever DELTA D- DELTA D-
271OLIAP/H62/A62W 1448LEP/H71/A
H 72WH
Shower Faucet&Control DELTA D-
1324LHP/H71/A72
W11
Lavatory Faucet&Control DELTA D- DELTA D-
2521LUP/H22/A22 2521LHP/H22/
WH A22WH
Lavatory BRIGGS China BRIGGS China
Feature Tub OCOV-60
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
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonvffle,FL 32205 03n2M
CRC-022365
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
Fixture Description-Brand Name,Model Number,etc. Size/Other
Kitchen Sink E1jer C/I 33x22 4 hole 33"x 22"
Kit.Sink Faucet/Control DELTA172WF Chrome
Disposal MAYTAG L20 1/3 horsepower
Wet Bar Sink
Bar Sink Faucet/Control
Washer Hook-up STARITE PVC
Laundry Tub
Laundry Faucet/Control
Water Heater RHEEM 81V52DT 52 gallon electric
sump Pump
Water Softener
Other
15.ELECTRICAL:
Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp
Panel Box Manufacturer&Size: 150 amp Square D
T No.of 12/2 Circuits:5 T
No.of 14/2 Circuits: 5 No.of Power Circuits: 10
What wire is Copper: Everything except service conductors
What wire is Aluminum: Service entrance conductor
Conduit Material:PVC
Brand Name-Switches:Levington Receptacles:Levington Cover Plates:Levington
Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground:5
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 031VM
CRC-022365
OWNER:Spec Lots 1-3, Block 102 &Lots 3&4,Block 101 Section K Atlantic Beach
220 High Vol!Me Ej!jgg Detail:
Item Wire Breaker Size Individual Quantity
Size Circuit
FStove #8 copper 50 amp Yes
Oven #8 copper 50 amp Yes
Dryer # 10 copper 30 amp Yes
Water Heater # 10 copper 30 amp Yes
Furnace
Air Cond./Heat Pump #8 copper 40 amp Yes
Baseboard Heat
Recept./Outlet-Other 14/2 15 amp No
Temporary Service
Low Voltage Wiring Detail:
Item Wire Size Transformer Other
Door Chimes 22/2 copper 10 VA
TV RG59 coaxial 3 outlets
Telephone 22/4 twisted pair 2 outlets
Thermostat 22/8 thermostat
copper
I I I I i
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 03/2V99
CRC-022365
OWNER:Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
110 Voltage Wiring Detail:
Location Breaker Wire Number&Type Number of Receptacles
size Size of Switches Lights
Kitchen/Nook 20 amp 412 CU 4 4 15
Dining/Family 15 amp #14 CU 6 3 6
Foyer 15 amp #14 CU 3 1 0
Hall 15 amp 414 CU I 1 0
Master Bath 15 amp #14 CU 2 2 1
Guest Bath 15 amp 414 CU 2 2 1
Bath#1
Bath#2
Master Bedroom 15 amp #14 CU 3 2 5
Bedroom#1 15 amp #14 CU 1 1 5
Bedroom#2 15 amp #14 CU 1 1 4
Bedroom#3
Closet#1 15 amp #14 CU 0 1 0
Closet#2
Closet#3
Closet#4
Clothes Washer 15 amp #14 CU 0 1 2
Garage 15 amp 414 CU 1 2 2
DESTCON,INC. 4000-B St Johns Avenue,Jacksonvifle,FL 32205 03r22M
CRC-022365
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
110 Voltage Wiring Detaifll ontinued):
Location Breaker Wire Number&Type Number of Receptacles
Size Size of Switches Lights
Garage Door Opener 15 amp 14/2 Cl I I
Garage 15 amp #14 CU I
Storage Room
Unfinished Basement
Attic
Bath Fan/Lights 15 amp #14 CU I
Garbage Disposal 20 amp #12/2 CU I
Hood/Fan OR 15 amp #14/2 CU
Microwave 20 amp #12/2 CU
Dishwasher 20 amp #12/2 CU
Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2
Exterior Lighting 15 amp #14/2 CU 4 3
Weatherproof Recept.. 15 amp #14/2 CU 2
Smoke Detectors 15 amp #14/2 CU 5
Electrical Fixtures SUpfied and not in Electrical Allowance:
item Brand Name&Model Number Wire Size Quantity
Dining Room FURNISHED BY OWNER I
Breakfast Nook Progress 4609-30 1
Foyer Recess with open trim I
Rear Wall Bracket Progress 5602-11 1
Master Bedroom Closet 4'2 light wraparound I
Bathrooms Progress 3114-15 4
Bedrooms Progress 4609-30 4
Halls,Closet or Laundry Progress 3408-30 2
Garage 4'2 light wraparound 2
Kitchen 4'2 light wraparound I
Garage(front wall bracket) Progress 5 846-11 1
Front Porch(O/H) Progress 5805-11 1
Kitchen Sink(O/H) Recess with open trim 2
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,Fl, 32205 03/22/99
CRC-022365
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 101 Section H,Atlantic Beach
16.PAINTING:
PAINT,EXTERIOR:COLORWHEEL CW#300 Number of Coats:2:N/A
Siding:Vinyl Trim:Vinyl
Doors:Owner's Choice Windows:N/A
Deck:N/A Garage Doors:To Match vinyl trim
Caulking:Siliconized Acrylic
PAINT,INTERIOR:COLORWHEEL CW#200
Walls of Finished Area:Swiss Coffee L4 Number of Coats:2
Walls of Papered Area:N/A Number of Coats:N/A
Ceilings: Popcorn texture Number of Coats:N/A
Garage Walls: Swiss Coffee L-4 Number of Coats:2
Basements Walls:N/A Number of Coats:N/A
Floors:N/A Number of Coats:N/A
Ceilings:N/A Number of Coats:N/A
Paint and Number of Coats Interior Millwork:COLORVVHEEL 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
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
BESTCON,INC. 4000-D St Johns Avenue,JacksonvWe,FL 32205 03/22/99
CRC-022365
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 10 1 Section H,Atlantic Beach
18.CERAMIC TILE:
LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER
Kitchen/Nook VINYL COUNTERTOP
Master Bath VINYL Owner's Choice To T-O"AFF
Guest Bath
Bath#I VINYL Owner's Choice To T-0"AFF
Bath#2
Foyer cinLE
VINYL
Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2"MR Sheetrock
Grout:Owners' Choice
Other
19.SPECIAL EQUIPMENT: (Not Included Elsewhere)
Garage Door Opener Brand Name&Model:Pre-wire ONLY
Attic Fan Brand Name&Model:N/A
Skylight Brand Name&Model:N/A
Roof Ventilator Brand Name&Model:N/A
Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup
Intercom Brand Name&Model:N/A
Style&Number of Speaker Outlets:N/A
Number of Telephone Outlets:2
Number of Television Outlets:3
Burglar Alarm Brand Name&Model: N/A
Other:
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,Fl, 32205 03/22M
CRC-022365
I
OWNER: Spec Lots 1-3,Block 102&Lots 3&4,Block 10 1 Section H,Atlantic Beach
20.LOT GRADING and LANDSCAPING:
Lot will be final gadS�for ppper 4EI!gge after or near completion of the house.
Square footage and type of sod:3,000 SF of Floritam St.Augustine
Number and species of plants: 30-3 gallon plants(species varies with availability)
Yardage and type of mulch: 4 yds.Cypress
Other:
21. SURVEY:Final survey shall be given to Buyers at closing,showing all improvement locations.
22.ALLOWANCES:
ITEM Manufacturer and INSTALLATION
Model/Style DATE(Tentative)
Wallpaper,Materials,&Labor N/A N/A
Floor Coverings-Carpet Portico-Monte Carlo, N/A
Fascination or
I Illumination
Floor Coverings-Vinyl Armstrong-Memories N/A
Range MAYTAG CRE 9400CE N/A
Dishwasher MAYTAG D)W7402 N/A
Hood vent MAYTAG H 304RA N/A
Disposal MAYTAG L20 N/A
Garbage Compactor,Refrigerator N/A N/A
Cabinets,Vanities,Countertops,Bookcases See Above N/A
Electrical Fixtures Other'Man Above N/A N/A
Mirrors,Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A
Landscaping:Shrubs,Seeding,Seed Bed Preparation,Fertilizing& See Above N/A
Labor
N/A
N/A
N/A
N/A
N/A
N/A
23.PORCHES,DECKS, GREENHOUSE:N/A
24.MISCELLANEOUS:N/A
BESTCON,INC. 4000-B St Johns Avenue,JacksonviHe,FL 32205 OY22/99
CRC-022365
Connector List Page I of 1
Holmes Lumber Co - Truss Division - 6550 Roosevelt Blvd.
Je.pksonville, Florida 3220 - (904) 772-6100, Fax (904) 772-1973
NOTE! All nails and fasteners are to be supplied by the erection
contractor. Reference Simpson Strong Tie Installation Guides.
Date: 4/2/99 ANSI/TPI 1-1995 : Yes
Job ID: 9-0949 Job Info: LOT 4/101 ATLANTIC BCH WEST
CST Version 1.02
Hanger Label :
Simpson connector: HUS26 Quantity: 3
Carrying Member Fasteners (Face) : 14 16d
Carried Member Fasteners : 6 16d
Carrying Member: Truss Girder
ID: T16 Width: 1 ply Depth: 2x6 Species : SP
Carried Member: Truss
ID: T6 Width: 1 ply OWH: 1 0 0 Species: SP
Uplift Load: 420 Duration: 133%- Down Load: 973 Duration: 125%�
Material List
Quantity Model No.
3 HUS26
NOTE: Design load values for 16d and lod common nails on single ply carrying
member applications have been reduced for the nail penetration amount.
Refer to current Simpson Strong-Tie catalog 'Plated Truss Construction
Connectors' for additional information.
16d refers to 16d common wire nails
10d refers to lod common wire nails
16d sinkers may be substituted for lod common nails
SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws
ob: (9-0949) LOT 4-101 / T1 25'6" COM N HIP GIRDER W/TRAY 7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS_MFR'S LAYOUT--
TOP CHORD 2xA SP #2 N
SOT CHORD 2x4 SP #2 N 2 Complete Trusses Required
WEBS 2x4 SP #3
NAILING SCHEDULE: (O.13tx3.O_g_nai1s)
100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, TOP CHORD: I ROW @ 12* o.c.
ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD: I ROW @ 12* a.c.
WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. WEBS : I ROW @ 4" o.c.
USE EGUAL 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 PROPERLY ATTACHED TO THE BOTTOM CHORD.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
7' 12'6" 1 7'
4X7 1.5X3 4 4
T1.5X3 T
12
AX5(R)
5X12 5X12 rn
X12
3X4(Al) X4(A I)
_L -1-5X3 , i -
3.5 A
12 12
13'10"12 12*7"4
2' --7*1"13 6-7-3- 4 6- 3-2-13 4-9-8--2-
26'F;'
7' 12'6" 7'
432'# 432#
Rv-927# U=530# W=3'8 Rv-2342# U-960# W-3"S Rv-776# U-480# W-3"B
TAG T35 SEG 29235
PLATE-ALPINE TPI95 -TPI-95 (STD) QTY= I PLIES= 2 TOTAL= 2 REV. 18.2c4 SCALE =0.2540
* ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIAE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
K*IMPORTANT-X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 04/02/99
S DESIGN
FAILURE 70 BUILD THE TPA)SS IN CONFORMANCE WITH OSIBB BY TPI. FOR AODITIONAL SPECIAL PEPA04ENT BRACING RE
OP
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INOICATJED. TOP 23 BC OL 10.0 PSF DAWG
A445 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WIT,!F.
H PROPER
RD
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF TWP
3 SE
SEE S T A T f 0 F 60600
LEN- 2
OF THIS
.7
Ot OR iPS
CONNECTORS PER DRAWINGS 130. 150&IGOA-F. DESIGN STANDARDS WITH PROPEFLY ATTACHED RIGID CEILING-_ ' T.LD. 37.0 PSF O/A LEN. 260600
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGIMEEA'S ALPINE TECHNICAL UPDATE 17/l/91) FOR R 40A""
SEAL ON IHIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION, FURNISH A COPY I IS " .... - i .25
IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT E DUR.FAC. I
-TPI - TRUSS P ATE INSTITUTE. - NDS- 1991 NATIONAL DESIGN SPECIFICATION FOAA WG�W CONSTRUCTION ISPACING see abOvejTYPE hipS
ob: (9-0949) LOT 4-101 / 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 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.27'
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
9' 8'6" 1 9' 1
5X6 1,5X3 J5
T 1.5X3
12 X6
X14
5X8 5X6
3X6(Al) MAU
--1 3.5 X2 1 2
12 4
12
26'6"
2' --7*1"13 J. 6'7"3 H� 4-6- ----�-3'2-8--+-4- 2-
26*6"
RV-1096# U=560# W-3*8 RY-1096# U-560# W-3"6
TAG T2 SEG 29144
PLAT�-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.2540
** ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
)(*IMPORTANT SMALL NOT BE RESPONSIBLE 17011 ANY WARNING IN HANDLING' ERECTION
N I SE
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR A Y BRACING. SEE B- BY TPI. E THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE l-"
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 A BC DL 10.0 PSF DRWG
A 44 GR 5 EXCEPT AS%DIED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEXI WITH PROPER
TAU:S AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD E3C LL 0.0 PSF TWP
CONNECTORS PER DRAWINGS 130. 150 L ISOA-F. DESIGN ST&NOARD$ WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 1.T 0 LP S JF
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER �4OR I'D" 37 .0 PSF O/A LEN. 260600
TOT.L.
HI
BEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUP40415M A COPY OF S OUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT
--TPI - TRUSS PLAT INST TUTE N - .--. .1-- -IGN SPEtIFICATION FOR WOW CORSTAMT10% SPACING 24.0 TYPE - hiPS
ob: (9-0949) LOT 4-1Ql- 1 T3 26*6.' COMN HIP W/TRAY 11 THIS OWG. PREPARED BY TIHE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT
TOP CHORD 2x4 SP #2 N tOO MPH WIND, 15.00 FT MEAN HGT. SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5,0 PSF. WIND BC OL - 5�O PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.29"
DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
11' 4'5"
4 I-5X3 sx
r=
u
T 3X5 4X4(R) T
12 rn
b X6 6
in
'r'; 3X4 5XI2 5X6
3X5(Afl 3X7(Al)
3.5
12 4
12
26'6*
2' --7*1"13 6*7*3 H 4 5 3 2 B 4 2
Rv-1096# U-560# W-3"8 Rv-1097# U-560# W-3"B
TAG T5 SEG 29150
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/96 TC LL 20 .0 PSF REF
X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1�1'
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIA GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 1 23 BC OL 10-0 PSF QRWG
A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHINGA BOTTOM CHORD BC LL 0 -0 PSF TWP
CONNEC ORS ER DRAWINGS 130. iSO& IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E Of TOT LO 60600
T P )S Ej
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER .4OR 37.0 PSF O/A LEN. 26060
SExL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I
DRYWALL APPLICATION. FURNISH A COPY OF nTH OUR.FAC. 1 .25
IN ONLY._ANO SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.--TP - TRUSS AT SPACING 24.0" ITYPE MPG
Job: (9-0949) LOT 4-101 / T4 26*6" COMN HIP W4TRAY 13 THIS OWG—PREPAREQ BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFP'S LAYOUT
TOP CHORD 2x4 SP #2 N WO MPH WIND, 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED SLOG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.30"
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8* AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 'T" BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8d NAILS @ 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
13' 13'
5X6(A)
12 1.5X3
X6
(D
X14
X12 5X6
cu
3X7(Al) X7(Al)
3.5 2X2 --o 8'l 2
12 4
12
26'6"
2' --7'1"13 6*7"3 .H� 4-6- 3 2-8 4' 2-
26'5"
Rv-io96# U-560# W-3'8 Rv-1096# U-520# W-3"8
TAG T6 SEG 29153
PLAT�-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 08 1/98 TC LL 20 .0 PSF REF
x-xIMPORTANTxx SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY 7PI. SEE THIS DESIGN T TC DL 7 .0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �F�
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP C4
&446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 423 9 BC DL 10 .0 PSF ORWG
TRUSS AND UNLESS OT14ERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF TWP
CONNECTORS PER DRAWINGS t3O. 150 a ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIL114G SE STATECT,
t . � I � TOT.LO. 37.0 PSF 0600
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/l/91) FOR 40R% �r 0 A LEN. 26
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY HI OUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY-OT14EFI WAY. DESIGN TO THE TRUSS ERECTION CONTRA 0..
.--TPI - TRUSS PLATE INSTITUTE. NOS- 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT191 ISPACING 24. TYPP spec
Job: (9-0949) LOT 4-101 / T5 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 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
WEBS 2xA SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.29"
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/B" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8d NAILS @ 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
13*3" 13'3"
7 5X6(R) 7
3X4
12 1.5X3 :1"
6 F7- :1
X6
ED
xi4
X12 5 6
3X7(Ai) C%i 8 3X7(Ai)
I I _,tB 1 2
3.5 X2
12
12
26'5"
2' --7'1"13 6'7"3 -m- 4'6' ---+—3-2-8--+-4- 2-
26'6" �!
Rv=10960 U=560# W-3"8 RV-1096# U-560# W-3"S
TAG T8 SEQ = 29156
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.2540
ALPINE E14GINEERED PRODUCTS, INC. TRUSSES PlE()UIRE EXTREME CARE TC LL 20. 0 PSF REF
)()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AN' WARNING IN HANDLING. ERECTION AND 08 1/98
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PEP04ANENT SPACING RE 01��
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTH OUIREMENTS. LINLESS OTHERWISE INDICATED, TOP 2 9 BC DL 10.0 PSF DRWG
A446 GA 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 9 JGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 606011
FOR
OP
OF
.�A. Y
CON'.
CONFORM W/APPLICASLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR R TOT-LQ. 37.0 PSF O/A LEN 260600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FLIRMISH A COPY OF THIS DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OT14EFI WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT .
.--TPI - TRUSS PLATE INSTITUTE. NOS- 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CO TA IT SPACING 24.0" ITYPE comnn
Jot): (9-0949) LOT 4-101 / T6 26'6" COMN W/TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2xA SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.25"
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
13'3* 13'3*
4
3X5 X5
12
b L�- (A) (A)
LO to
X6 3xB 5X6 2XIO(Al)
m 2XIO(Al) cli
'w 1: 3.5 2
12
26'6*
2' --7*1"13 + 12*2"7 7'1'13
26'6*
Rv-1104# U-560# W-3"8 R-973# U-420#
TAG T9 SEQ = 29160
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 3 PLIES= I TOTAL= 3 REV. 18.2c4 SCALE =0.2715
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE
*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 0 E3 20.0 PSF REF
_ , 1/98 TC LL
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 423 ge 'A 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
C C S T A T
ONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE TOT.LO. 37.0 PSF O/A LEN. 260,600
COWDRM W/APPLICASLE PROVISIONS OF WDS 6 YPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE Q/1/91) FOR R to,
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Cop THIS OUR.FAC. i .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTR CT
-TPI -TAUSS PLATE INSTITUTE. NDS 1991 NATIONAL DESIGN SPECIFICATION."TIR SPACING 24.0 TYPE comn
ob: (9-0949) LOT 4-101 / T7 26'6" COMN W/TRAY THIS OWG.-PREPAPED 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.
E30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION OF 0.16"
DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. (A) iX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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" 13'3"
6X4
x
1.5X3
12
6 F,;- 3X4
X14
3X7(Al) X5(A 1)
r"d dh
3.5 1.�X3 3Xb
12 m
26'6" -1
2' --7'1"13 7'9"3 11'7' L 2'
26*6" -1
Rv-10970 U=560# W-3'8 Rv-1096# U-560# W-3"B
TAG T16 SEQ 29165
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 6 PLIES= i TOTAL= 6 REV. 18.2c4 SCALE -=0.2540
ALPINE ENGINEERED PRODUCTS, INC TRUSSES REGUIRE EXTREME CARE
)(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING, ERECTION AND 08_ g�/qE3 TC LL 20 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 13Y TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE YRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2 1 A BC OL 10 .0 PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CKORO SHALL BE LATERALLY BAACEO WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF TWP
CONNECTORS PER DRAWINGS 33D. 150 6 JSOA-F. DESIGN STANDARDS WITH PPZPEFLY ATTACHED RIGID CEILING-_ SEE 5 T A T E 0 F 26060101
CONFOR14 W/APPLICABLE PROVISIONS OF NOS& TPI. AN MINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR"R .40RIO TOT.L.D. 37 .0 PSF O/A LEN.
HI
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY S OUR.FAC. 1 .25
OF THIS
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR j A comn
-TPI - TRUSS PLATE INSTITUTE. 140S. 1991 NATIONAL DESIGN SPECIFICATION FOAR WOMWO CDNSTAUCTTZ SPACING 24.0" ITYPE
Job: (9-0949) LOT 4-101 / 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 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI.
SOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, 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.
13'3" 13*3"
4 4 7
X4
12 3X4
t)
1.5X3
::711 —6X4 3X7 1.5X3
ru
3X5(Al) X4(A I)
_=n 3.5
12 4X4
3X4
21'4*4 5*1'12
2' --7'1"13 14'1"3 -5-3- --2-
26'6*
Rv-918# U=480# W-3"8 Rv-989# U-430# W-3"S
Rv-286# U-210# W-3"B
TAG T20 SEG 29169
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CAPE 1/98 TC LL 20.0 PSF REF
**IMPORTANT)(*SHALL MOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AM 08
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 04/02/99
B
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 BC OL 10 -0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALL BE LANEPWALLY BRACED WITH PROPER
C
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& iSOA-F. DESIGN 57ANDARDS WITH PROPERLY ATIAC14ED RIGID CEILING T E01
E TOT.L.D. 37 .0 PSF O/A LEN. 260600
ACTOR SE
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEEA*S ALPINE TECHNICAL UPDATE (7/1/92) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ' ALL 'CA'ION. FURNISH A COPY OF THIS DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. '.S7.T:'THE TRUSS ERECTION CONTR D SPACING 24.0"' TYPE comn
-TPI - TRUSS PLATE INSTITUTE. NOS . 1991 NATIONAL 05SIGN SPECIFICATION FW tW&DN2TAU�Tll I —
DO: (9-0949) LOT 4-101 / T9 26'6" OTC STR. GAQLE THIS QWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S lAYnLjT
TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI.
BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
*A IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
-MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB
GRADE, SPACING, AND BRACING INFORMATION,
12*8"9
11'9"10
11'9"10 12'8'9
4X4(R)
12
t) L'-
Lo X4 LD
3X3 3X3 X6
3X X6
8'1 2
JAb 3X6
26*6"
2' 11'5"8 3'5"8 11'7"
26'6"
Rv-1097# U=560# W-3*8 Rv-1097# U 560# W-3"B
TAG TIO SEG 29172
PLATE-ALPINE TP195 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. i8.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUI14E EXTREME CARE
)()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND 08 1/98 TC LL 20 .0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF OATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1—,
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 231 A BC OL 10 .0 PSF ORWG
A446 69 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& 115DA-F. DESIGN STANDARDS WITH PROPERLY ATTA04ED RIGID CEILING-- SEE T. * i
t CONFOR14 W/APPLICABLE PROVISIONS OF NOS A TPI. AN ENGINEER*$ ALPINE TECHNICAL UPDATE (7/f/gi) FOR IR .(am% ,. T-LO. 37.0 RSF O/A LEN. 260600
SEAL ON THIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FkIRNISH 01 COPY OF TH S I ... DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA T . Ni��Ft4G-
C CA IRPACING 24.0 gat)-1
--TPI --TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOODD CONSTRUCTIJ ITYPE
Job: (9-0949) LOT 4-101 / TIO 23'6" COMN - —THIS OWG.-PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR*S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
WO 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.
5XtO
12 X4
b L�-
�U 3X4 !U
to Lo
cn :8
2X6(Al) X6(Afl
4X4 IA3 l.'5X3 3X5
23'6*
2' a*7" 3'5'8 i -11'5'8 -2-
23'6"
Rv-992# U-510# W-3"B Rv-979# U-510# W-3"8
TAG T28 SEG 29177
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2811
ALPINE ENGINEERED PRODUCTS INC. TRUSSES REGUIRE EXTREME CAM 98 TC LL 20.0 PSF REF
)()(IMPORTANT**SHALL N07 BE RESPONSIBLE FDA ANY WARNING IN mumm, ERECTION AND 08al/
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC OL 7.0 FTSF DATE 04/02/99
FAILURE 70 BUILD THE TRUSS IN CONFORMANCE W17H 05188 by TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PEA DRAWINGS 130. 150& ISDA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE . 3 TATCOF Z' TOT.LD. 37.0 PSF O/A LEN. 230600
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER topi
SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUPHISH A 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.
SP
-TPI - TRUSS PLATE INSTITUTE. NnS_- 1991 NATIONAL DESIGN SPECIFICATION F_ WOOD CONSTAUCTI;; L ACING 24.0" JTYPE comn
ob: (9-0949) LOT 4-101 / Til 23'6" COMN W/CATH THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYn1jT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT. SBCCI,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
7 W3X4 7
12 W3X4 3X4
6
Lo
W4X5(R)
W2X4(Al)
(A 1)
Zh 8'1 2
,�3 4 W4X6 Wi.5X3
12
12'1"12 11'4'4
2' 6'1"12 5'10"4-
11'6" 2'
23*6'
Rv=414# U-290# W-3"8 Rv-1169# U-450# W-3*8 mv-joor U-480# W-3"B
TAG T25 SEQ 16038
PLATE-WAVE TP195 TPI-95 (STD) QTY= 5 PLIES= I TOTAL= 5 REV. 18.2c4 S ALE =0.2811
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION NO 08 6k
_ , �/98 TC LL 20 .0 PSF REF
DEVIATION FROM THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 BC OL 10 .0 PSF QRWG
A A A
446 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 6 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-_ SEE A T E a 0 PSF 10/A LE
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/f/gi) FOR R TOT.LQ. 37. -N 230600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED 14ERE DRYWALL APPLICATION. FURNISH A COPY OF T Is OUR.FAC. i -25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTA T
.--TPT - TRUSS PLATE INSTITUTE. NOS - t9gl NATIONAL DESIGN SPECIFICATION FOR WOW CDNSTRUCTTONd ISPACING 24.0" ITYPF C-_omn
ob: (9-0949) LOT 4-101 / T12 23'6" COMN GIRDER GABLE THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFWS LAYOUT
TOP CHORD 2x4 SP #2 N
SOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC AN UPLIFT REACTION OF -20# OCCURRED ON A
0 T 54.0 54.0 0.0 27.5 0 3 20 16.0 NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIREO.
0 B 20.0 20.0 2.0 4.0 0 B 20 23.5
0 8 20.0 20.0 4.0 23.5 1 B -5 4.0 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
0 B 20.0 20.0 23.5 25.5 1 B -5 23.5 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF.
0 T 4.0 4.0 0.0 2.0 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
0 T 4.0 4.0 25.5 27.5
1 T -39.0 -39.0 0.0 27.5 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
I B 1.8 1.8 2.0 4.0
1 B 1.8 1.8 4.0 23.5 #1 HIP DESIGNED TO SUPPORT 02-00-00 JACKS WITH NO WEBS.
I B 1.8 1.8 23.5 25.5
2 T 54.0 54.0 0.0 27.5 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
2 B 20.0 20.0 2.0 25.5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2 T 4.0 4.0 0.0 2.0
2 T 4.0 4.0 25,5 27.5 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.
4'5"6 7'3"10 10'3"10
5'4'7 6*4'- 11'2"9
1.5X3
Wl.5X3 1.5X3
T W1.5X3 Wi.5X W1.5X3 Wl.5X3
12 W3X4 3X4
6 F_71 W3X3
W3X4
U-) LO
W4X5(R)' 1.5X3 9'5"'21
111� 3X3 11" 5
W3X6
W2X4(Al) W1.5X 5X3 '5"7
wi 5 R
_T _,Xq '1"2
_=::j 4 W4X6
12 W1.5X3 Wi.5X3
WI.5X3WI.5X3
W1.5X3
4 .8
'S 4'3"7 11'4'4
2' - 1.1"12 5'1()"4 2
-23 F;
7'6* - 2'
201 201
Av-31B# U=250# W-3"S Rv-91# U-200# W-3"B Rv-427# U-280# W-3"8
Rv 31#Rv-W2afO# U-S08#8 W-3"8 Rv-1073# U-390# W-3'8
TAG T7 SEG 16041
PLATE-WAVE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.2811
ALPINE ENGINEERED PRODUCTS, INC. RUSSES REQUIRE EXTREME CARE 4g TC LL 20 .0 PSF REF
X*IMPORTANTN*SHALL NOT BE RESPONSIBLE FOR ANY WARNING TIN HANDLING. ERECTION AND OB 9 E3
DEVIATION FROM THIS DESIGN OR T14ESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T C OL 7 .0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 423 90 A 13C OL 10.0 PSF ORWG
A446 GA 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 B C L L 0 .0 PSF TWP
I R, _E'L'_
-I"r
r I
-AT 7/"'B I FOR
F _I_A COPY OF
i REC' DN C Z
LE T..0
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILI T A T .'I
TOT.LO. 37.0 PsF O/A L N. 230600
NG
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR THIS ton 1 .25
SEAL ON THIS DRAWING APPLIES TO THE COMP014ENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OUR.FAC.
IN ONLY, AND SHALL NOT_6E RELIED UPON IN_ANY OTHER WAY. I DESIGN TO THE TFRJSS ERECTION CONTRACT SPACING see abovelTYPE spec
I -TPI - TRUSS ATE INSTITUTE. NOS . 9 MATT A ES"'...'F-,WOOD CONST CTI.N
ob: (9-0949) LOT 4-101 / T13 11 '6" OTC GABLE THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X:4 SP #2 N
SOT CHORD 2x4 SP #2 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 DL - 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.
** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY
BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB
GRADE, SPACING. AND BRACING INFORMATION.
5'2*9 4'3"10 1'5"6
1 1.5-6 4*3"10 5*2"9 1 !-
T-1-
3X4
12
b L�-
3X3 X3
3X6 X5
n m m
u u 'l-2
li'6"
2' 11'6" 2'
Rv=542# U-320# W-3"B Rv-541# U-320# W-3"8
TAG T27 SEQ 29283
PLATE-ALPINE TP195 TPI-95 (STO) QTY= I PLIES= I TOTAL= I REV. 18.2c:4 SCALE =0.4900
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
)()(IMPORTANT)(*SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE I I
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP SC OL 10 -0 PSF DRWG
A446 GR 0 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. 80TTOM CHORD SC LL 0 .0 PSF TWP
CONNECTORS PEA DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING SEE 5 T A 1 110600
0 t t)1
CONFORM WIAPPLICABLE PROVISIONS OF NOS&TPI� AN ENGIMEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR R TOT LO F O/A 10600
$ 37.0 Ps LEN. I
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY HI 25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT ISPACING 24.0" a
-TPI --TRUSS PLATE INSTITUTE. NOS7 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTI z ITYPE gat)1
ob: (9-0949) LOT 4-101 / T14 5'8" QTC GABLE THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2X:4 SP #2 N
BOT CHORD 2:X4 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 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.
** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY
BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB
GRADE, SPACING, AND BRACING INFORMATION.
6*7 2'3*9 1'4"10 1.5"6
1-5-6 -i- 1'4*10 2*3"9 6"7
T 3 3 T
12
6
5'B"
21- —2'
R-115plf W-5'B"
TAG T15 SEG 29200
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= i REV. 18.2c4 SCALE =0.7669
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20.0 PSF REF
)(*IMPORTANT)(K SHALL MOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTIO14 AM
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS788 BY TPI. FOR ADDITIONAL SPECIAL PERMA)&NT BRACING RE lu�'
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED, TOP 23 1A BC OL 10 .0 PSF QRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"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 57ANDARDS WITH PROPEFLY ATTACHED RIGID CEILING--JSEE 5 T A E 0-F �
� I TOT.LD. 37 .0 PSF O/A LEN. 50600
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/t/91) FOR A 110
.IS
SEAL ON THIS DRAWING APPLIES To THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A,COPY=s VIDUR FAC. 1 .25
1 N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
j .--TPI --TRUSS_PLATE INSTITUTE. NOS - t9gi NATIONAL DESIGN SPECIFICATION FOR WOOD ro"SIRUCTION ISPACING 24.0** ITY�E qabi—
ob: (9-0949) LOT 4-101 T15 5'8" COMN THIS_OWG._PREPAREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2X:4 SP #2 N
BOT CHORD 2X:4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCL
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" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2'10' 2'10"
12
b L,-
-T- 2X4(Al)
Li
1.5X3
5'8"
5'B"
Rv=210# U-200# W-3"8 Rv-210# lu. 00# W=3"8
TAG T4 SEG = 29203
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =1 .2524
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
)(IMPORTANT**SMALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
[FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY Tpr. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE l-"
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 8C OL 10.0 PSF QRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
T T
RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PER ORAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 5 T A T E Of
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PRn: 40RI TOT.LD. 37.0 PSFIO A L.EN. 50800
�S
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 141 V. OUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ITYPE
.--TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTION L ISPACING 24.0" comn
ob: (9-0949) LOT 4-101 / T16 5'8" COMN GI-ROER THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SIR #2 IN
BOT CHORD 2x8 SP #1 Dense
WEBS 2x4 SP #3
LOAD CONTINUOUS LOADS LOAD CONC. LOADS ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI,
0 T 54.0 54.0 0.0 5.7 0 B 973 0.7 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
0 8 20.0 20.0 0.0 5.7 0 B 973 2.7 WIND TC OIL - 5.0 PSF, WIND BC OIL - 5.0 PSF.
I B 1.8 1.8 0.0 5.7 0 B 973 4.7
1 T -115.2 -115.2 0.0 2.8 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
I T -115.2 -115.2 2.8 5.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2*10" 2'10*
7 7
12
b L,.-
fn
4X 1) nTFU
_F
6X4
5-8-
5'8*
_8"12 2' -1 2- 11-4--
973'# 9731# 9731#
Rv-1729# U-770# W=3"8 Rv-1610# U-720# W-3"8
TAG Ti
PLAT SEG = 29206
-ALPINE TP195 TPI-95 (STO) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =1 .2524
ALPINE ENGINEERED PRODUCTS, INC TAUSSES REGUIRE EXTREME CARE 08gi/ga TIC ILL 20.0 PSF REF
**IMPORTANT**SHALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP
ALPINE BC OL 10-0 PSF ORING
A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BIC LL 0 .0 PSF TWP
CONNECTORS PEA DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 5 T A T E 0
ANY.MAY.
ONFORM W/APPLICABLE PROVISID14S OF NOS&TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER TOT.LID. 37.0 PSF O/A LE 50800
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY HIS DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON-IN _ _ I DESIGN TO THE TRUSS EAMWECTICMN T
-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCT191 ISPACING see abovelTYPF comn
ob: (9-0949) LOT 4-101 / J 9' 10"13 HJ W/VLT THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)_ SUBMITTED BY TRUSS MFR.
TOP CHORD 2XA SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT. SBCCI,
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
SETBACK. CORNER JACKS HAVE NO WEBS. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REACTION OF 290.01.
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-9@0349#U-2U]LEDAILED
461 12'8"12
7 T 7 11 7"10
3X4
to O"lo
12 7
cn 4.24 4X m
1. 3
2X4(Al)
2.47
12
2
10'1"13
2*9"15 t 9'10'13
Rv-491# U-380# W-4"15
TAG T3 SEQ 24188
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 1/98 TC LL 20 .0 PSF REF
)(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 08
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 BC OL 10 .0 PSF DRWG
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 SHEATHINC, BOTTOM CHORD BC LL 0 .0 PSF TWP
CONNECTORS PER DRAWINGS 130. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- E 5 T A t E 0 F
t TOT.LO. 37.0 PsF O/A LEN. 91013
CONFORM W/APPLICABLE PROVISIONS OF 14DS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/!:9lCl FOR R .r
OPY
SEAL ON THIS DAAW114G APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH HIS OUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN"ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT SPACING see above TYPF spec
m—.--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION91 I I
ob: (9-0949) LOT 4-101 / J 9' 10"13 HJ W/TRAY THIS OWG. PREPAREO 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.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF.
REACTION OF 397.92. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00
SETBACK. CORNER JACKS HAVE NO WEBS.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT AbUj4pMj@%t@R8jILS0ILEO
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
461_ 12'8"12 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERL I Y.
9'10"13
11 7"10
3X4 rn
rn
12
4.24 9 2
5(R) 5X4
2X4(Ai)
2.83
12 2
9'10*13
2'9"15 6*8"9 3'2"4
Rv-5700 U-360# W-4"15
TAG T19 SEQ 24191
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= I PLIES= I TOTAL= I REV. 18.2c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
x*IMPORTANT)(X SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04102199
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE 14ADE OF 20GA GALV. STEEL MEETING ASTM OuIREmEmTs. UNLESS OTHERWISE INDICATED. TOP
A446 rR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 23 E3C OL 10.0 PSF ORWG
TRUSS AND UNLESS OT14ERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0-0 PSF TWP
CONNECTORS PER DRAWINGS 130. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE ST.TZ F 13
14 91013
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/11911 FOR TOT.LD. 37.0 PSF O/A LEN.
THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE
SEAL ON DRYWALL 'CATION. FLkqNISH A copy OUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. !;I.T��.TRUSS ERECTION CONTRACTOR.
-.--TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIRL2MULLLATIW Fa WOOD CONSTRUC ON S PACING see abovelTYPE spec
ob: (9-0949) LOT 4-101 / 1 7- EJ W/VLT THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFW S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2xS SP #1 Dense
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 173.34. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO SEAR ANOIOR 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-173# NAILED
11'7 6
(n
fn
b
4 5 2
2X4(AJ) 8'7"2
7
U3 -E)�8'1.2
_=:3 4
12
7'1*8
2' 1.9-8 5*2'8
7'
Rv-409# U-250# W-3"8 Rv-52# U-200# NAILED
TAG T13 SEG 24157
PLATE-ALPINE TP195 TPI-95 (STD) QTY= I PLIES= 1 TOTAL= I REV. 18.2c4 SCALE =0.6344
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC 7L 20 .0 PSF REF
N*IMPORTANTX*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-9t BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PEF04ANENT BRACING PIE l—',
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL 14EETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 9 'A BC OL 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 - 8C LL 0-0 PSF TWP
CONNE CTORS PER DRAWINGS 130. 150 V, SSOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE T A T E of
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER .40A i.0 TOT.LO. 37.0 PSF O/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TMI S �r DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. _1 DESIGN TO THE TRUSS ERECTION CONTRACTOR. 0
-.--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION_FOA WOOD CONSTRUCTION I SPACING 24.0" ITYPE Spec
Job: (9-0949) LOT 4-101 / J 7' EJ W/VLT THIS DWG. PREPARED BY THE ALPIME_JOS DESIGNER PROGRAM FROM TRUSS MFRIS 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,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 193.34. WIND TC OL - 5.0 PSF. WIND SC 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-31W 193J62004AILNXILED
li'7"6
1.5X3
12
b L'-
m 'Y2
4X5(R)
!n 2X4(Al)
_:Z3 4 '1"2
12
7'1'8
2' 3'9'8 + 3'2"8
7' J
Rv-409# U-270# W-3"B
TAG T32 SEG 24161
PLATE-ALPINE TP195 TPI-95 (STD) QTY= i PLIES= I TOTAL- I REV. 18.2c4 SCALE =0.6344
)()t ALPINE ENGINEERED PRODUCTS INC TRUSSES REDUIRE EXTREME CARE 1/98 TC LL 20 .0 PSF REF
)(*IMPORTANT SHALL NOT BE RESPONSIBLE FDA ANY' WARNING IN HANDLING. ERECTION AND 08
DEVIATION FRO14 THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1';"'
. M 10 .0 PSF DRWG
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP .2 BC OL
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PEA DRAWINGS 130, 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5,T A T E'o f TOT.LO. 37.0 7
6
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) F A A (onto
OR
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY C- TH S OUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA T
- — Z-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" ITYPE SPeC
Job: (9-0949) LOT 4-101 / J 7' EJ W/VLT THIS DWG. PREPARED BY THE ALPINE JOB_DESIGNEA PROGRAM FROM TRUSS MFPS LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND. 15.00 FT MEAN HGT, SBCCI.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 203.30. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Av-n*203J62004A I UQO[LED
7
11'7"6
—7
1.5X3
cu
12
m ci L�- '7"2
4X5(R)
rn 2X4(Al)
4
12 8'1 2
7'i"B
2' 4-9-8 2'2"6
7'
Rv-409# U-280# W-3"8
TAG T36 SEG 24164
PLATE-ALPINE TP195 TPI-95 (STO) QTY= i PLIES= I TOTAL= i REV. i8.2c4 SCALE =0.6344
ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE EXTREME CARE 08 1/98 TC LL 20.0 PSF REF
XX I MPORTANT)E*SHALL NOT BE RESPONSIBLE F�4 ANY' WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 BC OL 10 .0 PSF DRWG
A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED W17H PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWDDD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TwP
CONNECTORS PER DRAWINGS 130, 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E
CONFORM W/APPLICAM PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR=R " A% TOT.LO. 37.0 PSF IO/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FL94NISH it COPY S ... OUR.FAC. 1 . 25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN 70 THE TRUSS ERECTION CONTRACTOR. 1)
-TPI - TRUSS PLATE I ST TUT d [SPACING 24.0" -ITYPE spec
Jot): (9-0949) LOT 4-101 / J 7'EJ W/VLT 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 #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 156.06. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-SU&150-2004A IUGULED
11'7"6
10'1"1
12
6
2X4(Al) --13.5
12 8'1"2
7'
2' 7
Rv-409# U-300# W-3"B
TAG T18 SEG 24167
PLATE-ALPINE TP195 TPI-95 (STD) QTY= 4 PLIES= I TOTAL- 4 REV. 18.2c4 SCALE =0.6344
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
)(*IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR Amy BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 2 A 13C OL 10.0 PSF ORWG
A446 GA 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 M, 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E a Z' TOT,LO. 37.0 PSF O/A LEN. 7
CONFOR04 W/APPLICASLE PROVISIONS OF NOS r TPI. AN ENGINEWS ALPINE TECHNICAL UPDATE (7/1/91) FOR
R
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A'Copy OF IS DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE R ELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRAC OR.
-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" ITYPE spec
Job: (9-0949) LOT 4-101 / 1 5' CJ W/VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER RROGRAM_FROM TRUSS MFR'S LAYOUT
TOO CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF.
REACTION OF 98.13. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-4A#-9BW-20&AILN0ILED
10'7"6
12
t"-
2X4(Al)
f3 3.5
4 1 3 12 8'1"2
5
2' 5'
Rv-344# U-270# W-3"B
TAG T11 SEG - 24173
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= I TOTAL- 2 REV. 18.2c4 SCALE =0.8002
X 3(ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 08 1/98 TC LL 20 .0 PSF REF
x*IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 23 A BC OL 10 .0 PSF DRWG
A446 GA 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 SHEATNING� BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PER DRAWINGS 130. 150& t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E 0 F TOT.LO. 3 LEN. 5
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR PROPER 40ni.0 7.0 PSF 10/A
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I DRYNALL A7ICATION. FURNISH A OF THIS
1. 0 HE Copy DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. T TRUSS ERECTION CONTRACTOR.
;�-TPI - TRUSS PLA GN SPECIFICATION FDA WOOD CONSTRUCTI I ISPACING 24.0" ITYPE spec
Job: (9-0949) LOT 4-101 / J 5' CJ W/VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFP'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,
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 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-G#-14O#2OOMAINffWLED
10'7"6
1 3 Za T-
4X R)
7'2
12
6
zo zo
2X4(Al)
4
—F 12
4 3 S'1 2
5'1"B
2' 4'9"B
Rv-344# U-270# W-3"8
TAG T37 SEQ 24176
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. i6.2c4 SCALE =0.8002
X.X ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CAM 08 I/qB TC LL 20.0 PSF REF
x*IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND -
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PER DRAWINGS 130, 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE 3 T A T C 01
0 e . � V. I!, TOT.Lo. 37.0 PSF O/A LEN. 5
CONFORM W/APPLICA8LE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDA 'ROPER 4OR'LO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH I S
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT A. OUR.FAC. 1 .25
.--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIDNAL DESIGN SPECIFICATION FOR WOOD CONSTAUCTIDN SPACING 24.0" ITYPP Spec
I ec_
ob: (9-0949) LOT 4-101 / J 3' QJ W/VLT 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 #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 26.85. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Av-27# NAILED
7
9'7"6
12
2X4(A
3.5 1'2
T, 12
3'
2' 3'
Rv-294# U-240# W-3"B Rv-17# U-200# NAILED
TAG T30 SED 24179
PLATE-ALPINE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL- 2 REV. 18.2c4 S ALE =1 .0833
K*AlPIME.ENGINEEREO PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE
)(*IMPORTANT SHALL OT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND 0 81?
" ,/98 TC LL 20.0 PSF REF
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMY BRACING. SEE BY TPI. SEE THIS DESIGN
FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE s TC OL 7.0 PSF DATE 04/02/99
ALPINE CONNECTORS ARE RAGE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG
A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER A -
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF TWP
CONNECTORS PER DRAWINGS M. 150& ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- 5 T A T E OT
0 e SEE 11 Z' TO
CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/t/93) FOR A to �LO. 37 .0 PSF 0/ LEW 3
SEAL ON THIS DRAWING APPLIES TO THE C014PONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A Copy F T I S DUR.FAC. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA T .
Cj ISPACING 24.0" ITYPE
-TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDA WOOD CONSTRUCTI!00N -spec
Jol): (9-0949) LOT 4-101 / J 3' CJ W/VLT THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS .MFR'S LAYnUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT. SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
REACTION OF 26.84. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-27# NAILED
9'7"6
0"5
12
2X4(A
4
Tc- 12 1"2
3'
2' 3'
Rv-2940 U-250# W-3"8 Rv-17# U-200# NAILED
TAG T39 SED 24182
PLAT -ALPINE TP195 TPI-95 (STO) QTY= 4 PLIES= I TOTAL= 4 REV. 18.2c4 SCALE =i.0833
ALPINE ENGINEERED PRODUCTS, INC TRUSSES REGUIRE EXTREME CAPE 08 1/98 TC LL 20 .0 PSF REF
K*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY* WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I IF114
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 21 9' 13C DL 10 .0 PSF DAWG
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 SC LL 0 .0 PSF TWP
CONNECTORS PER DRAWINGS M. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S I.T f 37 .0 PSF O/A LE j. 3
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR A toAjo TOT.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY T Is 0
IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACT . 0 DUR.FAC. 1 .25
---TPI - TRUSS PLATE INSTITUTE. NOS- 1991 NATromAt- DESIGN SPECIFICATION FOR-WOOD COVSrRUCTr0d 0 SPACING 24.0" ITYPE spec
Job: (9-0949) LOT 4-101 / J V CJ W/VLT THIS DWG. _PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAY-OUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
AN UPLIFT REACTION OF -169# OCCURRED ON A
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD, NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 100 MPH WIND. 15.00 FT MEAN HGT, S8CCI,
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF,
WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
REACTION OF 339.21.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
T 8'7"6
2X4(Al B'3"15
m T
12
B'i"2
b L,- 3.5 K::�
12
2
Rv=380# U-2800 W-3"S
Rv-aD&i6%if-2OMIUMLED
TAG T31 SEQ 24185
PLAT�_A LPINE TPI95 TPI-95 (STO) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =1,5831
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 08 1/98 T C LL 20 .0 PSF REF
)(*IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRAZING. SEF HIS-9t BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 04/02/99
T C
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE TC
ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 231 BC OL 10.0 PSF DRWG
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSSCANDSL94LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD f sc LL 0.0 PSF TWP
CONNE TOP PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T I 1[0 TOT-LD. 37.0 P F A
0 t N PROPER 14 [DUR,
CO FORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENDINEER'S ALPINE TECHNICAL UPDATE (7/l/91) FOR 4 TOT. S 0 A _EN
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNM A COPY OF THIS 0 DUR,FAC. i -25
IN ONLY, AND SHALL HOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR�
CT N
I m--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION Fon WOOD CONSTRUM FSPACING 24.0" ITYPE spec