Permit 1064 Little Cypress Key (vault) CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
BUILDING PERMIT
PERMIT INFORMATION� LOCATION INFORMATION
...............
Permit Number: 17740 Address: 1064 LITTLE CYPRESS KEY —
Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233
Class of Work: ALTERATION Township: 0 Range: 0 Book:
Proposed Use: SINGLE FAMILY Lot(s):114 Block: Section: 3
Square Feet: Subdivision: SELVA LAKES
Est. Value: Parcel Number:
"Improv. Cost: ::: OWNER INFORMATIOW::
Date Issued: 2/03/1999 Name: CAMPO
Total Fees: 25.00 Address: 1064 LITTLE LCYPRESS KEY
Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233
Date Paid: 2/03/1999 Phone: (904)399-5501
Work Desc: NEW WATER SOFTENER
CONTRACTOR(SI., APPLICATION:FEES
ALLCITY PLUMBING PERMIT 25.00
FINAL Insppctions Required
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND
MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER
"FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Date; 2/83/99 81 Receipt 8931191
AYi�k�tl—CB-EX-C—H 6UILDING DEPT. CHECKS 451
60160883221808
CITY OF ATLANTIC BEACN
APPLZCATZON FOR PLE71-MING PMU41T
JOB LOCATION: /O(OL( JJ4-&-e- C-YeWe35 Ke!j
OWNER OF PROPERTY: C-'Gmp() TELEPHONE NO.
PLUMBING CONTRACTOR pllcv�i!l p1"A,, L:ks
CONTRACTOR' S ADDRESS : )90Luc>jf-!& love-
S TATE L I CENSE NUMBER: CY-. C- 0 (o 8�L/Z, TELEPHONE: !K,5
HOW KANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
SEWER WATER
REPIPE pj e") OTHER
TOTAL FIXTURES: x $3 . 50 + $15 . 00
MINIMUM PERMIT FEE - $25. 00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:_
-----------------------------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION
PRIOR TO COVERING UP - (904) 247-5834
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CIT Y OF A TLANTIC BEA CH, FL ORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested: V4
Building Contractor:
Building Permit Number:
Address:
Legal Description: lo7'-11 �Z
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
Lowest Floor Elevation:
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOKING MUST BE COAIPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire
Public Works lo -31-ZZ-
Planning 4�
Building L 2-/z7
CITY OF
I Office- of Building Official
REQUES11' FOR INSPE ON la�47J -In
Date ermit No.
7me A.M
Received M.
P�,
Job Ado7es� /UL,711y
Owner's
-Name ------------
QS��LDI CONCRETE (::�E�LECTRICA( I�L6M��'N� ME:&ANIC��,
M
Footing Rough Wiring Rough Con
Framing Ar Cond.
Re Rooting Slab
Temp Pole 0 Out Heating
T
Insulation Lintel F'. Final Sier F, Fire Place
e-��IeC 7,e., 9 eQ)I/ 47A;4-4-6-0 e Fab
READY FOR INSPECTION
Mon. Tues. 01 Wed. Thurs.
ues
A,TV,
inspection MadE M,
Final 1 8 ocfio
AN
OR
OF
ADDITIONS or CORRECTIONS
,DO NOT REMOVE
JOB ADDRESS DATE
0(0<�
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
A) A L/, T>/� tJ-1AJ
U S 7 A (-a f f3 tt
,2- U'A212 FE /I*-
(3 -1 _AJ
'4z ( Tc( r, S/
F_ < F0 le g2�t LL a
Oki
A
LE115.00 REINSPECT FEE
I
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the prop4ft
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday.
I I \, _() -
d�
LL9Z @ION W-All
ZISHOWN.G. BOUND-ARY77SURVE
MAP Y UF �
AS SHOW14 ON , MAP OF
LOT:
LAKES . UN.1T THREE
AS KCOpm tw PWAT SOOK 44. PAPP 00 THROUGH b0B Of THE CURRENT PUBUC RECORDS OF' DUVAL COUNTY, FLORIDA.
FOR;
'70441���
SEM#NG REFEREW;F-- A04 SKOWWON RMT—OF—WAY UNE HEREON IS THE SAME AS SHOwN ON THE ABOVE MMnONED PLAT.
�EA(W=YWA60Z
041 e4blwlpo
�144 t-,
SELVA :LAKIES�
811OK UNIT TWI
LOT
........... 41
oo
5.41
4,0
0 1
7
op
AJNA(;E (L8 104a)
ASEQ
ew,
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to
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STORY
X
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to
io
X
N222� .45
P.R.C.
.�-� .P.Y-iP .,ESS ''KEY
UTTLE:..'
DE
Building and Zoning
44
..........
-14W,�VO W4
-MAT'On-0
jwy. s0RWD MY REI'PONSIKE 011WCTION MEETS THE
.3mWYM
IN 4 A WIN CHAMR 61617�-dl FLORIDA
MOWN '47�, o1C -01*0 CONCRETE WCAUMENT
W.AORIDA, STATUTCS,��. NO. FURTHER CERTIFY THAT
Aj"0 OR TYEWXPT AS tHOW
t0ft FWN0 JRCIN
0 1/2' SET RON - U) 0G4
Rukmoc REWRICY10N LWE
fXAw;`Rw_ LOT r*fO*W 1qit1AtE01W'1$ IN:f-L= aw'R", AN'Le
;�p A. AITS� INC
zw *X1 AS9fQW ON W PLOW.INSWWE�RAW 1043,Nh,'OP AVE,. JACKsOK14LLE, �P,2w
' 1.— .. . . 11 1 - L ARC L04GTH
UAP, COWUMTY PA04M NO.J�MM OWID DAIn f�f?-_80 C14 Chope
wAVATURC
POW SF IANOEt4iny
SURVEym
1 1-4
P.C.C. POtNT OF CGWOtjt<� ��N-a
SCALE-
vols.".kir; 'SURVEYOA N M. FOV
R/W RW�HT-OF-WAY
FEW 8009 AU- Az! 0.� 2MI, FLORDIA OMCA.L RECOROS, VoLumE
ASE :A. HILL
CiTY OF
Adawdk
Office of Building Official
REQUEST FOR INSPEC'iION
0 916�
Perinq No.
7;,
.ne A.N1
Receive,d
Jol Adc,pss Locp-i,,ty
Nam6
CONCRETE ELECTR!CAL PLUMBING MECHANICAL
Framing Footing Rough Wiring Rough Air Cond. &
Re Roofing Slab Temp Pole Top Out Heating
Insulation Lintel Final Sewer Fire Place E7
Pre Fab
READY FOR INSPECTION — � I
A.
Fr day Pm,
Mon. Tues Wed. Thurs.. (;i;D;Et
Inspec6or. M34
Fi,nTTTp�tTc�-77—
__�erttficate of 6c pa c
Date
CITY OF
.'R,�,PERTY DESCRIPTION f
_ �7
Lot goo SEMINOLE ROAD
Section YLANTIC BEACH.FLORIDA 3223.1-544;
TELEPHONE(904)247-5800
<7 FAX(904)247-5805
.5ubdivi a i an: ------------ 81996
5treet flame) ding and ZOE�OgIPTIN OF WORK
or Address:
If in 43 FLOOD ERD
11 X11
Plcod Zone:--------------area complete page 3. Brief Single Family Dwelling
Description:........................
Claus of Work;
(New/Remodel/Addition) New
--------------
ZONING INFORMATION
Type at
Construction:-2aqAzUJqqJ(i----------
.7oning Proposed
District: PUD-----Use%_�.Lyj&12__Ljia i Iy _jt.�i d e n c e Estimated Value ------
E:xceptions or Materials;
VarianCen Solid or
Filled
Ground%Fjjj2d------Roof:-a!ajUgjea--
OWNER INFORMATION
Method of Heat1ng:__EjQQtLjQ--------
733-7300
Property Ovn*ri_tj_Q_LL�._fj-0rida Classic Homes ....... Phone$--------------
Mailing
Address....... ---------------
Jacksonville, Fl. Zip-.__-32256
CONTRACTOR INFORMATION
Contractor: t h Florida Classic Homes Phone: 733-7300
------------- --------------
Mailing
Ad d r e p a lilay------------------------
J a c!k aRqy.:Lj je
.,_Fl. --------------------- Zip:_32256
CRC042504 expiration 8-96
LicenseNumber:— ------------------------------ Date:--------------
I HEREBY CERTIFY THAT I HAVE READ AND EXAnIXED THIS APPLICATION AND KNOW THE SAME To cc TRUE
AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL OC
COMPLIED WITH. WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERP(ZT DOES NOT PRESVPIE TO
GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RUL-:;.
INCLUDING THE GOVCRHIHO 0 C014STRUCTION 0. T
REGULATIONS, ORDINANCES. OR LAWS IN ANY MANNER. v -T Itr
PERFORMANCE OF CONSTRUCTION Or THE PROJECT. I UNDERSTAND TUAT T14C ISSUANCE OF THIS PLRnIT IS
CONTINGENT UPON THE ABOVE ZMrGRhATIOH BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTINIC
DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
'4 Ovner Signature
i ture ate
Contractor --------
TREE REMOVAL APPLICATION
SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSZ OF BUSINESS TUESDA!
BEFORE THE XLETIM
n\a�� k, V 7-33- -7SC)
i�roperty owner 's Name Telephone
4-4o k
N
Loca Of 1fr`06 R0M0Vs1/3Lt* Alteration
SECTION 8 - (To be completed by applicants whose property Is zoned
rosidential , includes an existing itwelling, and which
is not presently owner-ocoupled)
I . What changes are 1propoaod to the apovo specified site?
le I What is the VU14080 of the" prop"' ed cha
3. specify tre" proposed tor removal a fol �owx: �,j
]Rgex
—1-ree count--Speciox 8ime(OSH a NOT)--condition
I-q-
4 . will these trees be relocated on the same property?
S . It not. will replacement trees* be ilanted?
6. specify Rroposed replacement trees as follows:
—Tree Count species size(van x HOT)
httacn site pian. (mots: All trees proposed for removal anist
be marked on site by jr" tape or flagging).
MHLL HIL 8(-H TEL No . 2475805 Rpr 3 ,95 15 : 31 No -010 P .04
SECTION 13 - (All other Applicants)
1 . Property Zoning;
2 . Submit the tollowIng;
SITIR PLAN/TKXZ SURVEY Indlasting:
a) Site topography, existing and proposed grades
b) Existing and proposed structures
c) Location at all trees w/1D3N at six Inches or v*or*
d) Tree species and sizes
0) Trees to bt removed should be clearly marked
t ) Trees to be relocated should be clearly worked
9) Location at any proposed replaasiment trees
h) Identity trees of special or unique characteristic
i ) Idenity trees within 10 test of construction areas
j) shou location and type at tree pcoteetive barriers
k) Location of utilities, accessails and easements
1 ) Location at vehicle travel, corridors
M) Location at commercial opcinkler/Lrrigatlon systems
n) -904�&
0) Staging areas tar equipment and material storage
3, , Al I tcees identified for removal must be marked on site by x&d
tiagging or tape.
SECTION C
1 agree to coroply with the rules and practices established in
chapter 23. A tLcie It ot the Cods, at orainances at Atlantic beach.
,2,c"e
iz-
wn4fs sture Date
plicant has compiled with all provisions at Chapter 23 and
requirements of the Tree Conservation Xoard-
Tree Conservation Board Designs* Date
4
NOTE: "Tree Protection tot 13silders mad Developers" is available
at City Hall or from the Division at Forestry, $719 West Deaver
Street, Jack*Qnvill*. FL 32220. (791-1434)
L1Y HHLL HIL BCH TEL No . 2475805 Rpr 3 ,95 15 :31 No .010 P .02
b
FLAWaPLAIN DEVEWPavotr INFOMIATS011
Type of oevwlopmvntl�---------------------------------------------
Flood Zones
A*quired Lowest Irloor
Xg bulldIng Is located w1thAn a gko" hazard zone, a survor ou"t
bV "do AFTER rN19 SLAM HAS 996W POURED, cortIfyIng that the
LOwtsr FLOOR CLIEVATION is equal to or above the boun, flooO
elevation astabltabod War that none.
No final Inspectlon wXjA be made and no awrtAgIcato, of occupancy
will be lo&uod u"t1l the purvey to an -9tie' wAth the, building
Department.
Applicant ' Acknowlemdaesients I undorstand that the Awassence og
this pormAt Am aostAngent upo^ the above AngorestLon baina
corrodt and that the p4ane and auppos Ang do%* bow& been or whelL
be provided as required, Z saves, to cmwWly with sLA applicable
prowlelona of OrdAftenow He* 20-7-AS and mIL other Iowa or
ordl.nenc4o aggoatIng the, proposed dovailopmont.
GAgnatur4----- --------------------
-------------- ------- ------------ ---------
Department Use
R&Qvlrwd LOw*ot Flocsr XXOVO%Aon ------------
^a Built Loweet PLoor sawwotsoft
Survey F*Zqpd with XuAlding 0"Ortment
----------- ---------
BuIldIng Dqpartftont ft&pr*p&"tfttjvo
paue
'�d
. ...........
A
"Via
ftm-064
11411�W IK
1,WW
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777777
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address /oc r-l--
Date ) ILI 1,12 -3 -�
Heated Square Footage @ $___per sq f t = $--
Garage/Shed @ $_per sq rEt- =
Carport/Porch V @ $_per sq f t =
Deck @ $ per sq ft = $
Patio -----@ $_per sq ft = $
TOTAL VALUATION : $ (9
L9 7 0 0 $
Total Valuation ist $ / 00 0
Remaining Value $ per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
( ) Fireplaces @ $15 - 00 $
BUILDING PERMIT FEE $—
WATER IMPACT FEE $
SEWER IMPACT FEE $—
WATER METER/TAP $
CAPITAL IMPROVEMENT $
SEWER TAP $
) RADON (HRS) . 0050 $
SECTION H PAVING $
HYDRAULIC SHARES $
CROSS CONNECTION $
) SURCHARGE . 0050 $
OTHER $
GRAND TOTAL DUE s
ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing—
Electric/New Electric/Temp_-; SwimmingPool
Septic Tank_; Well Sign__ Finish Floor Elevation
Survey other-
CALCULATIONS and/or NOTES:
CITY OF ATLANTIC BEACH
PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS
DEMOLITIONS
0 w n e r(s 0�0
Address : ) 0a
Lot # Block or Unit # Subdivision:-Z�a�K 1'-Q&e7e,
Contractor:,"S�\,AM"XA ce'A:L[Aars
State License # chna:;�k
Address: —�Sox� fia� �1�1a,,P`hone No:
Describe work to be done:
Present use of building:
Valuation of Proposed Construction:
Proposed use: SC�Cc—� yc)N
Is this an addition? If yes, what are the dimensions of
the added space: I--) f t - X /I� -f t Wi 11 the added area
be heated and cooled? L)C) New electrical (or increase)? V"' 0
New plumbing fixtures? N,5- New fireplace?;�Q New Heat/AC? NO
SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY,
ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR
AFFIDAVIT, IF OWNER IS CONTRACTOR.
Signature OWNER: Date:
D a t e
Signature CONTRACTOR:
License Supplied: 14,1�
0
M
r
Liability Insurance: rz
Worker's Compensation Insurana# 96
a 19
Building and Zoning
WIN^W CIA%.PRIWINC,O'Y^W
Rotice of commencement
To whom It mav concern:
The undersigned hereby informs you that Improvements will be made to certain real property, and in
accordance with section 713.13 of the Florida Statutes, the following information is stated In this NOTICE
or COMMENCEUENT.
Description of property --- ------- ---------
- \ ) �� - — 6----------------------------------------------
----C
--------------------------------------------------------------------------------)i------ ----------------------
Cx
General description of improvements ----------
------------------------------------------------------------------- ----------------------------------------
Owner .-------V ---------- - --- -------- -----------
Address -------
owner's interest in site of the improvement 4,----------- - -------------------------
Fee Simple Title holder (if other than owner) ---------------------------------------------------------------
Name ------------7---------------------------------------*------------------------------------------------
Address ------------------------------- - ------------------------------------------------------------------
Contractor ------------------------------------------------
Address --- --- -------------------
Surety (if any) --------------------------------------------------------------------- ---------------------
Address -----------------------------------------------------------------Amount of bond $---------------
Name and address of any person making a loan for the construction of the improvements.
Name -------------------------------------------------------------------------------------------------------
Address ----------------------------------------------------------------------------------------------------
Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents
may be served:
Name -----------------------------------------------------------------------------------------------------
Address -------------------------------------------------------------------------------------------------
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.06 (2) [b], Florida Statutes. (Fill In at Owner's option).
Name -----------------------------------------------------------------------------------------------------
Address
THIS SPACE FOR RECORDER'S UBE ONLY
Owner
Sworn to and subscribed before me this ----- ------
-------- day of ---- I - ----- ------ ------ -
--- ---- - --------
WILEY
MY commission CC305563
Expires Aug.04,1997
OF
3"04W*C1A%PMNIING 00VW1W
110tice of Commencement
IPMBPARK IN DUPUCATS)
To whom It may concern:
The undersigned hereby Informs you that improvements will be made to certain real property, and in
accordance with section 713.13 of the Florida Statutes, the following information is Stated In this NOTICE
OF COMMENCEN NT.
Description of property
-----------------—-- ------------
-- —------- --
--------------------------------------------------------------------------------------- --- - ---------
-----------
General dtacription of improvements ----------------
------------------------------------------------------------------ -------------
Owner ------------
Address -------
Owner's interest in site of the Improvement ------------------------- ------
Fee Simple Title holder (if other than owner) --------------------—---------
Name ------------7--------------------------------------------------------------------------------------
Address --------------------------------- ----- ----------------------------------
Contractor 17)
----------------------------—----—-----------
Address L2c>�y- --—-- ---------
Surety (it any) ---------------------------------------------------------------------- --—----------------
Address -----------------------------------------------------------------Amount of bond $--------------
Name and address of any person making a loan for the construction of the improvements.
Name ------------------------------;------------------------------------------------------—------—---------
Address -------------------------------------------------------------------------------------------------
Name of person within the State of Florida, other than himself, designated by owner upon whom notice% or other documents
may be served:
Name -----------------------------------------------------------------------------------------------------
Address -------------------------------------------------------------------------------—----------------
In addition to himself, owner designates the following person to receive a copy of the Lienoes Notice as
provided in Section 713.06 E21 Eb], Florida Statutes. (Fill In at Owner's option).
Name ----------------------------------------------------------------------------—-----------------------
Address -------------------------------------------------------------------------------------------------
THIS SPACE FOR RZCORDCR'B USE ONLY
it
OV
Iner
Sworn to and subscribed before me this -----V-------
-------- day of ---- - -
------ ------ --------
pt&ry4ftWkmtLEy
MY cormnisoion CC3055W
En*-Aug.04,IW7
2233211 P. o I
,.WN-06-96 THU 13 :39
MAP SHOVANG PLOT PLAN OF
LOT AS SHOWN ON MAP OF
SELVA LAKES UNIT THREE -
AS RECORDED IN PLAT ROOK 44, PAGES 60 THROVGM 6019 Or WE CURRENT PUDLIC RECOROS OF DUYAl. COJNTY, FLORIDA.
FORII SHAFFER AND SONS ENTERPRISES
BEARING R&FERENCEt BEARING !�IOWN ON RIdkT-L*-WAY LINE HEREON 1$ THE SAME AS THE ABOVE MENTIONED PLAT,
PkAr Set VA LAkEs
"OOK 4j, p4 VNIT TWO
CES if
LOT 89
LOT so
'b
CASEMENT
is
Lo co
CV
u APPROVF-D
4- 0 CRY '01� ATLANTIC BEACH
7- -D BUILDING 0mcs
OCT 0 3 1996
0
cA oot
N22423,
23
22
L
P.R.C� 1996
�-ITTLE CYPRESS KEY
10
CUL-DE-SAC A
cb
0
60
c
FLoppec) "
PREFPA
FLOOD THE 40T SHOWN HEREON IS IN FLOOD OA/ RED BY:
ZONE-., "X'. AS SHOWN ON THE FLOOD INSURANCE RATE 14\
OOOID , OAttO 4-i7-ag, CLARSON Ai4o ASSOCIATES, INC.
I
MAP, COMMU14ITY PANE� NO' 120075 - 01
PNOFESSIONAL LAND SUkYF-YQRS
1995. 1643 NALVO AVENUE'
SCALE- 1' 20' JACKsMALLE, FLORIDA,. 32207
it Informafion
Workshect
Name of Homeowner: CAmpo Type of structure: Sc�e\ E7hcIosvAc-
County: Woo (P-t kc�vic- &a, Date: 10-is-I(,
Type of Roof.
.026 3" composite panel c. .028 2 1/2" Royal super pan
Other:
Span of roof-
Front wall width: Side wall pr*ction:_ 4
Sides of Roorn:- Front wall height: 6�-
Approximate height at house:
Appropriate wind zone:
a. 100 mph 4� c. '120 mph
Span per opening on Load Bearing wall*(see drawing):
*Front wall is typically the load bearing in most screen enclosures.
Load Bearing upright materials:
a. 2x2 .044 C�c. 2.x3 .050 d. 2x, 3 snap e. other
Load Bearing header materials:
Cj�7�2x2044 b. 3x2 .050 c. 20 .050 d. other
Concrete: All cancrete is 2500 psi
�ar-�fffooter below grade with 2 #4�rebar�. 8" minimum monolithic slab
c. pre-existing
4" min slab I other
Header attachment:
a. To stud wall To fascia *see c. To supergutter*see drawing
d. other
Worksheet showing hieght of front wall and post locations
1,75 //7S-
cc Front wall
Hieght
Projection of enclosure
V,
---------------- ------------------------------------------------------------L------------------------------------------------------------------ ---------------- -----------
A
14,3jae
Plan view showing placement of uprights
ElevatIon view showing approximate locations of uprights in walls of enclosure
Front wall Load beating Front wall load bearing
......................
W
.........
front wall load beating side wall not load beating
eave d decking mated
shingle
Will]
Header and roof material attached using mold
3/4"M 0 sms every 4" and 2- 2" #10 sms ix or W rater talls
every rafter. -- soflit
.030 break form header.
2A ledger board
If applicable
3'roof material overhang
compeskelpan etc.
2A ledger board attached to soffit and rafter tails using 2
#10 sms 4" every rafter tail
ATTACHED ALUMINUM COVERS
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-1 4 OR H-25 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO 0.H. l'O.H. 2'0.H. 3'0. H.
1-1/4"x 0.026"
100 MPH W.L. T-2' 8'-2-
110 MPH W.L. 6-5" 6'—B" T-6'
120 MPH W.L. 5'—1 0" 6-2* 7--l'
1-1/4"x 0.032"
100 MPH W.L. 8'-5- 8-8" 9-3*
110 MPH W.L. T-6" 7!--9" 8--6"
120 MPH W.L. 61-1 o" 7'—l" T-1 1"
1-3/4"x 0.026"
100 MPH W.L. 7�-5" T--7" 8!--5"
110 MPH W.L. 6-8" 6'—1 1" 7�-9"
120 MPH W.L. 6'—l" T-31"
I-W4"x 0.032"
100 MPH W.L. 8�-9" 91-0. 9-7"
110 MPH W.L. 7'—1 0" 81-1" 8-9"
120 MPH W.L. T—l" T-5" 8�-2*
3"x 0.026"
100 MPH W.L. 1 l --5* 1 12�-3*
110 MPH W. L. 1 W-3" 1 W-5" 101-9" 1 l-4"
120 MPH W.L. W-13" W-8" 1 W—l" 1 W-7"
3"x 0.032"
100 MPH W. L. 13!-2* 13'-4* 13'-7" 14'-0"
110 MPH W.L. 12'-0" 12'—l" 1T-5" 12'-10"
120 MPH W.L. 11�--ol 11--1" 1 l-5" 11 1-1 o"
LIVE LOAD: ALL BUILDiNG TYPES
O.H. CONDITION NO 0.H. l'O.H. 2'0.H. 3'0. H.
1-1/4"x 0.026"
20#/SF L L. T-0" T-3" 8�—l"
30#/SF L.L. 5!--9* 6--l' 7'-0-
1-1/4"x 0.032"
20#/SF L L. 8'-3- 8-6" 9-2"
30#/SF L.L. 6-9* T-0" 7'—1 0"
1-3/4"x 0.026"
20#/SF L L. 7-4" 7-7" 8'--4"
30#/SF L.L. 6'-0" 6-4" T-1 1"
I-W4"x 0.032"
20#/SF L.L. 8'-7- 8'—1 0" 9�-6"
30#/SF L.L. T-0" T-4" 81-1"
3"x 0.026"
20#/SF L.L. 111-10" 12'-0" 12'-5" 13'—T
30#/SF L L 9-4* 9�-6* 91-11* 1 0�-8*
3"x 0.032"
20#/SF L L. 13'-4" 13'-6" 13'—' l 1 14'—S"
30#/SF L.L 10'-6" 10'-8" W—l" 111-10*
l.TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2.THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L.TABLE GOVERNS.
LAwPMNCE E. BENNETT., P.E.
CrAL ENGINEER&DEVELOPMENT CONSULTANT
P.0.BOX 4368 SOUTH DAYTONA,FL 32121
PHONE 1 (904)767-4774
FAx#1 (904)767-6556
0 COPYRIGHT,1996
NOT TO BE REPRODUCED IN WHOLE OR IN RkRT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT RE. 46
Piz
R REENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER
EENED E'
MAXIMUM HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS
ROOMS EXTRUSIONS AND SELF MATING BEAMS OF 6063 T-6
ALUMINUM ALLOY
Sc P
USING SCREEN PANEL WIDTH -W- (SEE TYPICAL GLASS ROOM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH
3699 4299 4819 5401 60'1 6619 72" 78tl
EXTRUSION
2"x 2"x 0.044"
gp-2- 8'----6- T—1 1" 7'-.--6" T-1" 6'—g"
2"x 2"x 0.050"
10'-2" g'-5- 80-10" 80-2- T—1 1 T-6" T-2" V-11"
2"x 2"x 0.093"
12'—1 0" 1 l'—1 1" 1 V-1.7 10'-6" 91-11" g'---6- 91-1. 8'-8-
3"x 2"x 0.050"
10'-8" g'-11' g'-3" 8'—g' 80—To T—1 1 70-6- 70-3-
2"x 3"x 0.050"
12'—1 0" 1 l'—1 1" 1 l'—1 10'-6" 91-11" 99-6- 91-1. 8'-8-
3"x 2"x 0.070"
13'-8" 12'-8" ll'-10" 1 l'-2- 10'-6" 101-11, 9'-8- g'-3-
NOTES: GLASS ROOMS THE ADDITION OF AN ALUMINUM FRAME WINDOWS W/ GLASS PANES THAT
ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
INCREASES THE STRENGTH SO THAT ADDITIONAL FRAMING IS NOT REQUIRED.
LAwRENCE E. BENNETT� P.E.
CIVIL ENGINEER&DEVELOPMENT CONSULTANT
R 0.BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904)767-4774
0 COPYRIGHT,19W FAX#.1 (9 1 04)767-6556 2
NOT TO BE REPRODUCED IN WHOLE OR IN PARTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE.
33
SCREENED ENCLOSURES: SCREEN / VINYL AND SOLID COVER
MAX. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND
GLASS ROOMS
W/ SOLID ROOFS 6063 T-6 ALLOY
EXAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LOAD WIDTH
TO ENTER TABLE LOAD WIDTH = LW = 1472 + 2' O.H. = 9'
ENTER TABLE ON LEFT 0 9'& READ SPAN UNDER APPROPRIATE LOAD;
THUS FOR 100 MPH WIND LOAD/ L.L. 0 18#/SF SPAN = 6l-3"
BEAM SIZE BEAM SPAN FOR VARIOUS LOAD CONDITIONS
LOAD WIDTH 100 MPH/18#/SF* 110 MPH)22#/SF** 32#/SF 120 MPH
2"x 2"xO.044" EXTRUSION
5' 51-11" 5-4" 51-11 4'—S*
6. 5'-4" 4'—I(r 4-8* 4'-0*
r 51--o" 4-6" 4-4" T-9'
8. 4-8" 4-2* 4'-0" T-6'
9. 4-4" T-11* T-9' 3-3*
10, 4-2" T-9' T-7' T—l'
T—1 l" T-7" T-5' 2'—1 1
2"x 2"xO.050" EXTRUSION
51 6*—S" 51-10" 5'-7- 4'-10*
6' 5'—l(r 5'-4" 5'—l* 4---4*
r 4'—1 l' 4-8" 4'—l"
8. 4-7- 4'—S* 3'—g"
w 4-9" 4-4' 4-2" 3-7*
10, 4-6" 4'—l* T—1 1* T-5'
ill 4l-2* T-91" 3P-9" 3*-3*
2"x 3"xO.050" EXTRUSION
.6' 7l-8" 6'—1 1" 6-7' 51-9*
r 7'—l* 6'—S" 6-2* 5'-4"
81 6-8" 6'-0" 51-9* 51-0*
9'EUMPLE 6-3" 51-8* 51-5* 4-8"
10, 51-11" 51—s" 5*-2" 4-5*
ill 5'-8" 5'-2" 4'—Il* 4-3"
12' 51-5" 4'—1 1" 4-8" 4--T
2"x 2"xO.090"W/ 1"x 2"xO.044" EXTRUSION
r 8-3* 7-2" g-7" 8-8"
81 7'—g" 6'-8" 81-11, 81—l"
91 T-4" 6--4" 8'—S" T-7"
10, 6'—1 1* 6'-0" 81—o" r-3"
ill 6-7" 51-8" T-7' 6'—1 I"
12' 6'-4" 5'-6" 7'---4- 6-7'
13' 6'—l' 5'-3- T-0* 6-4"
2"x 3"xO.050"TILT BEAM W/ 1"x 2"xO.044"EXTRUSION
7' 91-1 o" 8'-6- T-4"
8' 9'-2w 8'-4" 81—o" 6'-11'
91 81-8" 7'—1 T 7-6" 6-6"
10, 8�-3" 7'—S' 7'-1* 6-2"
ill 7'—1 o"' 7--1- — 6'-9" 51-11"
12' T-6" 6'—1 0" 6-6" 5'-7'
13' 7-3* 6'-6" 6-3" 5'-5"
LAWRENCE E. BENNETT, P.E.
C M-
IVIL GINEER&DEVELOPMQa CONSULTANT—
P.0.BOX-4368 SCUTH DAYTONA, FL 32121
PHONE; (904)76747T4
FAX# 1 (904)767-6556
9 C017YRIG"T.'19%-. 2
0T TO BE.REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, PE.
31
C,D
'&CD
sp
iL
ID
(0,
Aga
DDRES S L
R'3 TI.DTN'" PERMIT NUMBER
iNSPECTIONS : FOOTING
UNDER SLAB PLUMBING
SLAB ao
FRAM ING 3
COVER-UP_
INSULATION
FINAL BUILDINO
CERTIFICATE OF OCCUPANCY
ELECTRICAL PERMIT #
'NSFECTIONS ROUGH
FINAL
MECHANICAL PERMIT #
PLUMBING PERMIT # 19,A133 LL) e- r-
N,0 T E S
CITY OF
AY446'd &"Ulk -
ON SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE(964)247-SW
FAX(904)247-SM
NOTICE
TO: Water Department
FROM: Bui ding Department
DATE:
Please be advised that the final building inspection has been
completed on each of the following addresses and construction water
is no longer needed:
Permit Number Address ,
Z-
Sincerel
Building Department
.011frIff-fiCtItt of Mrruvanru
Tity of
Atlantic Ntac4 — Nloriba
:49tvartmetit of 'Nuilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
various ordinances regulating building construction or use. For the following.
Use Classification Single Family Attached Bldg.Permit No. 12271
Groupw.f rame Construction tnhs e Fire Dist Atlantic Beach
North FloriTlEa Classic Homes/ '9b,81 Phillips Highway
Owner of Building ptlt, 110Me Address jqpIc Anjxj
-Corp-.— FL 32256
Builqgng Address 1064 Little CVDress Atlantic Beach� 3223a
By: DON C. FORD
Date:
Building-Official
POST IN A CONSPICUOUS PLACE
CITY OF ATLANTIC BEACH
Fixture Unit Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DE14AND FOR
EACK WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
BATHROOM GROUP CONSISTING OF SERVICE ,SINK TRAP STAND
WATER CLOSET, LAVATORY & BATH (8)
TUB OR SHOWER STALL (6) z
WATER CLOSET
_j WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
BATHTUB/SHOWER (2) URINAL WALL LIP (4)
SHOWER GROUP PER READ (3) FLOOR DRAIN (1)
SHOWER STALL DOMESTIC (2) #LAUNDRY TRAY (2)
LAVATORY (1) �21
COMBINATION SINK AND TRAY (3)
WASHING MACHINE (3) POT, SCULLERY SINK (4)
_�_DISHWASHER (2) 2-- WASH SINK EACH SET OF
KITCHEN SINK (2) FAUCETS (2)
DENTAL LAVATORY (1)
__.��_KITCN SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1)
GRINDER (3)
BIDET URINAL STALL, WASHOUT (4)
FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH
FOOD DISPOS. (4)
URINAL* PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2)
BLOWOUT (2)
I LAVATORY, BJARBER/BEAUTY ICE MAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY. SURGEONS (2)
URINAL STALL, WASHOUT (4)
I�JACUZZI (2)
TOTAL FIXTURE UNITS-9 4 $20.00 EACH $ 0
JOB INFORMATION
_0 C
LC LC_ C\
?Csj
' ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST **
===============================================================================
OMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
===============================================================================
PRACTICE #1 606. 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES.
' -- -------------- - ----- --------------------------------------------
Windows 606. 1 Maximum of 0. 34 CFM per linear foot of operable sash
crack ( includes sliding glass doors) .
..........___ _ _.... ...... .........._...............___................. ............................ ............... ____..........__ ............ ....... ........_..........__ .................._...
_
Exterior & 606. 1 Maximum of 0. 5 CFM per sq. ft . of door area: solid
Adjacent Doors core, wood panel , insulated or glass doors only.
-------------'------------------ ---------------------- ------------------ ----
Exterior Joints 606. 1 To be caulked , gasketed, weather-stripped or
other-Cracks wise sealed.
_........._____ _........_ ..._.................. ________....._... _ _............................. __ ..............__ _........._ ......
_
PRACTICE #2 606. 1 COMPLY WITH PRACTICE 01 AND THE FOLLOWING:
------------------------------------------- '----------------------------------
Exterior Walls 606. 1 Top plate penetrations sealed. Infiltration barrier
& Floors installed. Sole plate/ floor joint caulked or sealed .
___... ....._____ _... _ .............______ .............___________ ...... ... ________....._____..............
_
Exterior Walls 606. 1 Penetrations, joints and cracks on interior surface
& Ceilings caulked, sealed or gasketed.
__..............____ _....___ _____.....
_____________
Ductwork 606. 1 Ductwork in unconditioned space must be sealed.
______................._.........._.........__..... ....____.........._......... ...........____ ................ __..........
____________
Fzreplaces 606. 1 Equipped with outside combustion air , doors and flue
dampers.
-----------------'---- ---' ----------------------------------------------------
Exhaust Fans 606. 1 Equipped with dampers. Combustion devices see
606. 1 . A. 2.
.........._______ _.................. _ ............._.....
_
Combustion 606. 1 Combustion space and water heating systems provided
Heating with outsice combustion air , except direct vent
appliances.
_.........._______ _....._....._____ ........_..... ...___ .............
__________
** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. ) **
_____ ________________________ ______________________ _______________
Water Heaters 612. l Comply with efficiency requirements in Table 6-11 .
Switch or clearly marked circuit breaker (electric )
or cutoff (gas) must be provided. External or built-
in heat trap required.
_______________________________________________________________________________
Swimming Pools 612. 1 Spas and heated pools must have covers (except solar
& Spas heated) . Non-commercial pools must have a pump timer .
Gas spa & pool heaters must have a minimum thermal
efficiency of 70 plrcent .
........________ ......... ............._.................... ....................................___ .............___ .....................___.....___............ ............. ..................__.....____
Shower Heads 612. 1 Water flow must be restricted to no more than 3 gal-
lons per minute at 80 PSIG.
......... _____ ..........____ _..........___........ __........._........ ........
__
Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum
Systems chambers shall be mechanically attached, sealed, ins-
ulated and installed in accordance with the criteria
Of Section 610. Ducts in unconditioned attics must
be insulated to a minimum of R-6. Air handlers shall
not be installed in attics unless in mechanical
closet .
...._... __ _........ _______ _......
__
HVAC Controls 607. 1 Separate readily accessible manual or automatic
thermostat for each system.
__________________________________________________________ _____________________
Insulation 604. 1 Ceilings minimum R-19. Common Walls - Frame R-11 or
602. 1 CBS R-3 both sides. Common ceiling & floors R-11 .
CUMMER CALCULATIONS
************************************************************************»*»»*«*
=== BASE === | === AS-BUILT ===
===============================================================================
GLASS---------------- |
ORIEN AREA x BSPM = POINTS | TYPE 3C ORIEN AREA x SPM x SOF = POINTS
------------------------------------------'---------------------------- ' --
N 26. 00 65. 0 1710. 8 | DBL CLR N 12. 0 38. 3 . 00 413. 2
| D8L CLR N 6. 0 38. 3 . 77 177. 7
/ DBL CLR N 3. 0 38. 3 . 69 70. 3
5. 0 38. 3 . 69 132. 1
E 67. 00 65. 8 4408. 6 | DBL CLR E 30. 0 79. 7 . 94 2238. 2
� DBL CLR E 15. 0 79. 7 . 86 1031 . 3
| DBL CLR E 9. 0 79. 7 . 75 535. 8
| D8L CLR E 13. 0 79. 7 . 04 87J. 4
C 108. 00 65. 8 7106. 4 1 DSL CLR S 15. 0 66. 2 . 93 927. 0
| DBL CLR S 15. 0 66. 2 . 93 927. 0
| DBL CLR S 33. 0 66. 2 . 38 835. 1
| DBL CLR S 15. 0 66. 2 . 77 768. �
| DBL CLR S 30. 0 66. 2 . 77 1537. 2
W 51 . 00 65. 8 3355' 8 | DBL C L R W 40. 0 79. 7 . 45 1430. 8
| DBL CLR W 11 . 0 79. 7 . 96 844. 3
_______________________________________________________________________________
. 15 x COND. FLOOR / TOTAL &LASS = ADJ. x GLASS = ADJ GLASS | GLASS
AREA AREA FACTOR 1:::zOINT3 POINTS | POINTS
��......... ... .......����... .... ......--
. 15 1 , 546. 00 252. 00 . 920 16, 581 . 60 15, 259. 02 1 12, 751 . 02
===============================================================================
NON GLAS3---�- ---- |
AR[A x DSPM = POINT3 | TYPE R-VALUE AREA x SPM = POINTS
�.......... ...�����������.....�.....��������������
WALLS---------------- |
Ext 1355. 0 . 9 1219. 5 | Ext Wood Frame 11 . 0 1355. 0 1 . 70 2303. 5
Adj 158. 0 . 7 110. 6 \ Adj Wood Frame 11 . 0 158. 0 . 70 110. 6
|
DOORS---------------- |
Ext 20. 0 6. 1 122. 0 | Ext Insulated 20. 0 4. 10 82. 0
Adj 18. 0 2. 4 43. 2 | Adj Insulated 18. 0 1 . 60 28. O
|
CEILINGS----------- - |
UA 818. 0 . 6 490. 8 | Under Attic 30. 0 822. 0 . 60 493. 2
| Under Attic 19. 0 38. 0 1 . 10 41 . 8
|
FLOORS--------------- |
sib 106. 0 -37. 0 -3922. 0 | Slab-on-Grade . 0 106. 0 -41 . 20 -4367. 2
Rsd 145. 0 -4. 0 -578. 5 | Rsd Wood Adjacent 19. 0 145. 0 . 40 58. 0
|
INFILTRATION-------- �
1546. 0 8. 0 12368. 0 | Practice #2 1546. 0 8. 00 12368. 0
===============================================================================
TOTAL SUMMER POINTS |
25, 112. 57 | 23, 869. 72
===============================================================================
TOTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING
CUM PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS
-- -------------------
.................1.1-11.
. 37 99291 . 65 1 23, 869. 72 1 . 00 1 . 07C . 340 1 . 000 8, 683. 80
===============================================================================
��� �
WINTER CALCULATIONS
»**********»******************»*********»**************************************
=== BASE === � === ASBUILT ===
ORIEN AREA x 8WPM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS
--------------------------------------------------------------------------'----
N 26. 00 6 -275. 6 | DBL CLR N 12. 0 7. 3 1 . 15 100. 4
� DBL CLR N 6. 0 7. 3 1 . 34 58. 9
� DBL CLR N 3. 0 7. 3 1 . 48 32. 4
| DBL CLR N 5. 0 7. 3 1 . 48 54. 0
E 67. 00 -10. 6 -710. 2 | DBL CLR E 30. 0 9. 2 . 01 224. 4
| D8L CLR E 15. 0 -9. 2 . 63 -86. 5
| DBL CLR E 9. 0 -9. 2 . 32 -26. 8
| DBL CLR E 13. 0 -9. 2 . 57 -68. 7
S 108. 00 -10. 6 -1144. 8 | DBL CLR S 15. 0 -28. 4 . 97 -413. 4
| DBL CLR S 15. 0 -28. 4 . 97 -413. 4
| DBL CLR S 33. 0 -28. 4 -. 09 82. 7
| DBL CLR S 15. 0 20. 4 . 87 -371. 9
| DBL CLR S 30. 0 -28. 4 . 87 -743. 9
W 51 . 00 -10. 6 -540. 6 | DBL CLR W 40. 0 -9. 2 -. 69 253. 2
| DBL CLR W 11 . 0 -9. 2 . 89 -90. 0
_______________________________________________________________________________
. 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS
AREA AREA FACTOR POINTS POINTS | POINTS
-`- --------` -- -` -------- -- --' - ` ---- --- ---- - - --- --- - -- --` - - ----
. 15 1 , 546. 00 252. 00 . 920 -2, 671 . 20 -2, 458. 14 1 1 , O57. 47
===============================================================================
AR�A x BWPM = POINTS | TYKE R-VALUE AREA x WPM = POINTS
-------------------------------------------------------------------------------
WALLS- -- - - -------- |
�xt 1355. 0 2. 2 2981 . 0 1 Ext Wood Frame 11 . 0 1355. 0 3. 70 5013. 5
Adj 150. 0 3. 6 568. 8 Adj Wood Frame 11 . 0 158. 0 3. 60 568. 8
|
DOORS---------------- |
Ext 20. 0 12. 3 246. 0 | Ext Insulated 20. 0 8. 40 168. 0
Adj 18. 0 11 . 5 207. 0 | Adj 18. 0 8. 00 144. 0
|
CEILINGS------------- \
UA 818. 0 1 . 2 981 . 6 1 Under Attic 30. 0 822. 0 1 . 20 986. 4
| Under Attic 19. 0 38. 0 2. 00 76. 0
�
FLOORS--------------- �
Sib 106. 0 8. 9 943. 4 | Slab-on-Grade, . 0 106. 0 18. 80 1992. 8
Rsd 145. 0 1 . 0 139. 2 } Rsd Wood Adjacent 19. 0 145. 0 2. 20 319. 0
|
INFILTRATION--------- |
1546. 0 7. 4 11440. 4 1 Practice #2 1546. 0 7. 40 11440. 4
===============================================================================
TOTAL WINT[R POINTS �
15, 049. 2S �
18, 851 . 43
===============================================================================
TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS
__.........___....._______ .................._................................ _____............. ... _.................................._.........._................................_
15, 049. 26 . 55 8, 277. 09 | 18, 851 . 43 1 . 00 1 . 070 . 472 1 . 000 9, 520, 73
===============================================================================
"4 « « » >k A k k A *1: :::A :»»A »A : A » k A X »N »k I: :n:«« »: » » »
WATER HEATING
=== DACE === | === AS—BUILT ===
===============================================================================
NUM OF x MULT = TOTAL | TANK VOLUME EF TANK x ? ULT x CREDIT = TOTAL
D[DRM3 | RATIO MULT
_............. ..... ...____........ ..... ......... ........... __............. ___________________..... ......
__________________
3 3803. 0 11 , 409. 00 1 40 . 94 1 . 000 3560. 0 1 . 00 10, 680. 00
===============================================================================
*******************************************************************************
SUMMARY
*****************************************»*************************************
=== BASE === | === AS-BUILT ===
===============================================================================
CAJCLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL
PCINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
'--- --------------------------.....-------------------- ...... ....--- ... —..........--..........—.........----
9291 . 7 8277. 1 11409. 0 20, 977. 75 | 8683. 8 9520. 7 10680. 0 28, 884. 53
===============================================================================
********«********
* EPI = 99. 68 *
*****************
`
' �NECSY ��lDE
For detailed inforuation
of the EPI rating number
or for any ITEM listed,
ask your Builder for EPI= 99. 7
DCA Form 000A �3
or Form 600B-93
0 10 20 30 40 50 60 70 80 90 100
| -------�--------------..... ...
---------------X- |
The maximum allowable EPI is 100. The lower the [PI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATION! C|{EET
ITEM HOME VALUE Low Efficiency High Efficiency
3INGL CU: DCL TINT
WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Clear | ------------ X------ |
INSULATION. . . . . . . . . . . . . . . . . .
R-10 R-30
Ceiling R-Value. . . . . . . . . 30. 0 | ------------------- X |
Wall R-Value. . . . . . . . . 11 . 0 | --------------------X |
R-0 R-19
Floor R-Value. . . . . . . . . 19. 0 \ --------------------X |
AIR CONDITIONER. . . . . . . . . . . . .
10. 0 SEER 17. 0
SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X- ---------- ----- |
HEATING SYSTEM. . . . . . . . . . . . . .
6. 8 HSPF 12. 0
Electric XC7F. . . . . . . . . . . . 7. 2 | X------------------- |
WATER H[ATER. . . . . . . . . . . . . . . .
0. 88 0. 96
Electric EF. , . . . . . . . . . . . . 0. 94 | ---------------X----- |
0. 54 0. 90
Gas EF. . . . . . . . . . . . . . 0. 00 | ------------------- - �
0. 40 0. 80
Solar EF. . . . . . . . . . . . . . | --------------------- |
OTHER FEATURES. . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
'
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
r
0
Address
Builde
: _Signature:K�\
City/Zip- u1.0 1.{l�-+��L__
Florida Energy Code for Bbilding Construction - 1993
Florida Department of Community Affairs FL -EPL CARD93
`
��
^ SERIAL # 7116
* ResmanuJ (c ) * 04
12-V995
^ WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING FLA/R[Cw ) DATA FILE3
(BASED ON A. C. C. A. MANUAL J - SEVENTH EDITION (c ) 1986 by A. C. C. A. )
�......... �����....�...---.................�
PROJECT : 154G MACTER PLAN
ADDRESS :
CITY :
OWNER :
BLDG CONTR : SHAFFER $ SONS
HVAC CONTR : McGOWAN' S A/C
Cond Fir Area: 1546 SF » GLASS/SF RATIO = 16. 3% * House Faces: East
* Climatic Conditions & Design Conditions *
_....._.... __..... ........... ........................_______... ..._..............._____________
Geographical Location : Florida | Jacksonville
' --------------------------------- ...-..............------- -----------------------------
North Latitude / Elevation | 30 Deg . / 24 Ft . Above Sea Level
Outdoor Winter Dry Bulb | 32 Deg. F
Indoor Winter Dry Bulb | 70 Deg . F
Winter (Actual ) Temp. Diff. | 38 Deg. F
Winter Temp. Diff . (wTd) | 40 Deg . F
Outdoor Summer Dry Bulb | 94 Deg. F
Outdoor Summer Wet Bulb | 77 Deg . F
Outc!oor Summer Hum. Ratio 8r/Lb | 114
Indoor Summer Relaltive Hum. | 50%
Indoor Summer Design Gr /Lb . \ 49
Indoor Summer Dry Bulb | 75 Deg . F
Indoor Summer Wet Bulb 1 62. ] Deg. F @ 64 Gr/Lb
Summer Daily Range | 13 Deg . F M
Summer (Actual ) Temp. Diff . | 19 Deg. F
Summer (User Sol ) Temp. Diff . (sTd) | 20 Deg . F
------------... ......... ....... -----------------........ -----------------------------.....
--------
* HEATING SUMMARY * SH1546. DAT * COOLING SUMMARY *
SUBTOTAL : 24153. 60 ! STRUCTURE SENSIBLE : 16797. 30
| MECH. VENT- 200 Cfm : 4180. 00
| SENS. + MECH. VENT : 20977. 30
| TEMP. SWING @ 3 DEG. : 1 . 00
! OCCUPANT/APPLIANCE : 3000. 00
DUCT LOSS : 1207. 68 ! DUCT GAIN : 2397. 73
TOTAL LOSS/BTUH : 25361 . 28 | TOTAL SENSIBLE : 26375. 03
| TOTAL LATENT : 11871 . 69
! SENSIBLE + LATENT : 30246. 72
20% OVERSIZE FACTOR : 5072. 26 120% SE%3. OVRSZE FTR: 5275. 01
ACTUAL + 20% OVERSIZE: 30433. 54 | SENS. + 20% OVERSIZE: 31650. 04
» EQUIPMENT SELECTION »
EMT MANUF CARRIER CU MOD # 3OCY036 -3 AHU MOD # FA4ANF036005
HTG INP/BTUH HTG OUTP/8TUH 5KW AFUE/HSPF 7. 5 TYPE HP
SENSIBLE BTUH LATENT BTUH 35000 TTL CLG BTUH 35000
TONAGE 2. 9 (S)EER 10 CLG CFM 1200 HTO CFM 1200
NOTES, ________________________________________________________________
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Building and Zoning
Job: (5-1060) UNIT Q / T1 20*8* HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x 4_�P_tg N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
SOT CHORD 2X4 SP #2 N UPLIFT (LB): 780 780
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38
TRUSS DESIGNED FOP 100 MPH WIND, 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM1 .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS
(fl-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ------------------- --------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *** UPLIFT *xm I mm* HANGER **w
H5 . -455#(Jacks Only) HUS26 - + 27510 -12860(10d 1ply
MTS12 - -10000 HUS26 - + 33t5t -1550#(16d 1ply)
MTS12 - -2000#(2 Each) HHUS48 - + 4299# -1660#(JOd 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -44550(2 Each) (16d)l HGUS48 - + 6640t -2J99#flOd 2ply)
MST60 - -4688#(P:r 2ply) I HGUS48 8000# -26500(16d 2ply)
CSJ50 - -1650#(E ch) . I HGUS5.5: ++11335# -3945#06d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
20'8
7' 6'8" 7
5X4 3X4 5X4
T EV_
Ln I-5X3 >1��.5 X 3
7 P;-�
3X6 03 1) X6 (B I)
215 op E— — I'I"
m 3X7 3X7 M
20'8
7' - 6'8" - 7'
R=1991# W=3"8 -2150 -215# R=ig9l# W=3"8
TA T1 SEQ: 10166
PLY.=TYP.-ALPINE DESIGN CRIT-TPI QTY - i TOTAL - I REV. 17.3q SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. TAI)SSES PEOUInE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
**IMPORTANT)()(SHALL NOT BE RESPONSIBLE FDA AMY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS� 00 ANY BRACING. SEE MTS-91 BY TPI. SEE THIS DESIGN % TC OL 7.0 PSF DATE 04/14/95
S
FAILUAE 70 BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE ��9
ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10.0 PSF DRWG
A446 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION �LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF 47.0 PSF -8-0
0
t CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENrIMEEA*S ALPINE TECHNICAL UPDATE (1/1/911 FOR PROPER IVE TOT.LO. O/A LEN. 20
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORI !r,
f, I OUR.FAC. 1 .33
IN ONLY. AND SHALL MDT BE RELIED UPON IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
---TPI -TRUSS PLATE INSTITUTE. NOS- I"] NATIONAL DESIGN SPECIFICATION FOR MM CONSTRUCTION ISPACING SEE ABOVEjTYPE HIPS
jo]�L- (5-1060) UNIT B / T2 20*8" HIPS 9'0" THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MFR
TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 0991 sec)
BOT CHORD 2X4 SP f2 N UPLIFT (LB): 410 410
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
M-Gravity (-)-Uplift
xx* UPLIFT w*w I *x* HANGER *xx
H5 . -455#(Jacks Only) I HUS26 - + 2751# -12860(iOd ]p y
MTS12 - -1000f I HUS26 - + 3315# -1550#(16a 1ply
MTS12 - -20000(2 Each) I HHUS48 - + 429941 -16600(10d 2oly)
MT7288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000060 2ply)
MTT288 - -44550(2 Each) (16d)l HGUS48 - + 6640f -2199000d 2ply)
MST60 - -4688#(P:r 2ply) I HGUS48 - + 8000# -26500(16(1 2ply)
CS150 - -1650#(E ch) I HGUS5.5- +11335# -39450(16d 3ply)
- ------- -----------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET,FOR UPLIFTMANGER DETAILS
1 .5X3 1.5X3
< >.�5X3
7 ZP;-
to
3X4 (A I) X4 (A I)
3 X 14:?X% 3X4
20'8
R=1070# W-3"8 R=1070# W=3"8
TA� T�._ALP SEG: 10170
PL Ty INE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3a SCALE -0.2500
TRASES PEOUTPE EXTREME CAM 04/14/95 TC LL 30 .0 PSF REF
x-x I MPORTANT x x A,,L4plLLNEEN,rl,N,EEFEEOP,.P,mDLEmTF5,'R Al"NcY' WARNING I,, HANDLING, ERECTION AND "Al I
ps
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST89 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT SPACING M
ALPINE CONNECTORS APE MADE OF 20GA CALY. STEEL MEETING ASTM QUIMMENTS. UNLESS OTHERWISE INDICATED. TOP Z' BC DL 10.0 PSF ORWG
A446 CA 8 EXCE T AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY SAACED WITH PRI)PER z
T P . r36O6 0.0 PSF
RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATtACHE0 PLYWOOD SHEATHIM, BOTTOM CHORD : It BC LL MSK
CONNECTORS PEA DRAWINGS 130. 150 9 ISOA-F. OESIGN STANDARDS WIT14 PROPERLY ATTACHED RIGID CEILING --SEE : STATE OF TOT.LO. 47.0 PSF O/A LEN. 20-8-0
t CONFORM W/APPLICABLE PROVISIONS OF WDS 9 TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER
1 0 RID
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DAYWALL APPLICATION. FURNISH A COPY OF THIS FAC. 1 .33
0 THE TAM ERECT10N CONTRA
IN ONLY. AM DOLL NOT BE FELTED UPON 104 ANY OTHER WAY. DESIGN I STOR. OUR
0, [SS�ZACING 24.0" iTypE HIPS
ob: (5-10601 UNIT Q / T3 20-8- COMMON THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTEO-BY TRUSS MFR.
TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 4tO 410
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.3B
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- ---------------------------------------
*N* UPLIFT MR* I *MR HANGER MM*
H5 . -455#(Jacks only) I HUS26 - + 2751# -1286#(10d 1P Y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d Iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#06d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS4B - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply)
CSISO - -1650#(Each) . I HGUS5.5- +11335# -3945#06d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
10 4" 10'4"
1 .5X3 4X4 1 .5X3
0
1 .5X3
7
3X4 (A 1) X4 (A I)
--4-3 C55�; -� —4v 811"
3X7 3 5X
20'8"
R=1070# W=3"8 R=1070# W=3"8
TAG T�2 SEO: 10172
PLT. TY .-ALPINE DESIGN CRIT-TPI QTY 4 TOTAL - 4 REV. 17.3a SCALE -0.2500
,,PINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
X*IMPORTANT)(*ALALL NOT Of RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR AMY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN los TC DL 7.0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING nE I I
ALPINE CONNECTORS ARE MADE OF POSA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z
IAMB AND UNLESS OTHERWISE.LOCATED ON THIS DESIGN, POSITION I LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHWO 5606 SC LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE --- --- -8-0
LOUR F4
Sp
=L
t STATE OF 47.0 PSF 20
CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER TOT.LO_. O/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 6 0 Rio OUR.FAC. 1 .33
IN ONLY. AND SHALL-NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUS
TP1 o TRUSS PLATE INSTITUTE- NAT SPACING 24.0" ITYPF COMN
ob: (5-1060) UNIT 8 / T4G 26'0" RBC GABLE -THIS DWG. PREPAREO_FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB)! 120 PLF
WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, M-Gravity (-)-Uplift
SHIM ALL SUPPORTS TO SOLID BEARING. *xx UPLIFT x** I xx* HANGER Kx*
H5 . -455f(Jacks Only) I HUS26 = + 27510 -12860(10d 1ply)
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -1000f HUS26 - + 33150 -15500(16d 1ply)
MTS12 - -20000(2 Each) HHUS48 - + 4299# -16600(tod 2ply)
MTT28B - -37860(2 E ch) (1001 HHUS48 - + 5180f -2000#(16d 2ply)
MTT288 - -44550(2 E:ch) (16d)l HGUS48 - 4 6640f -2199#00d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000f -2650#(16d 2ply)
CS150 - -1650#(Each) . I HGUS5.5- +11335# -39450(16d 3ply)
-------------------------------------------------------------
14'8"g REFEBtNCE HOLMES LUMBER fiTA_�,,JHEET FOR UPLIFTIHA-NGER DETAILS
4X
X4
In
3X4
7
OD
A ���' X4 (A 1)
400,1*
3X4 (At) CIL!
3X3
GO
20'4"8
26'
R=1069# W=3"8 R=860# W=3"8
R=134 Of W=5'4"
TAG. T3 -ALPINE DESIGN CRIT-TPI SEQ: 10176
PLT TYP. OTY I TOTAL I REV. 17.3a SCALE 0.2500
),,,ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIAE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF
X*IMPORTANT SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN us TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING AE
ALPINE CONNE 206A SAM STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATEO. TOP 8C OL 10.0 PSF ORWG
CIO" A'PE MADE OF
A445 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY @RACED WITH PROPER 5606 S
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N : BC LL 0.0 PSF MSK
C NNECTOM PER DRAWINGS 130. 150 9 ISOA-F. DEBTOR STANDARDS WITH PPOPEALY ATTACHED RIGID CEILING -- SEE
STATE OF z 47 .0 PSF O/A LEN. -0-0
CONFORM W/APPLtCA9LE PROVISIONS OF NDS C TPI. AN ENGINEER*$ ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT.LO. 26
SEAL ON THIS MAKING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS 0 RID
"I OUR.FAC. 1 .33
IN ONLY. 00$HALL NOT BE RELIE0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS EREC710M CONTRACTOR. or 11�1
TP1 -TAM PLATE INSTITUTE. MAY N..—— zr�'TTO. � ... 00 ISPACING 24.0" ITYPE SPEC
Ob: (5-1060) UNIT B / T4 26'0" RBC THIS DWG. _PREPARED_FROM COMPUTEA_INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP #2 N UPLIFT (LB): 400 400 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 25.71
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
(A) JX4 *T* BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
80 NAILS 9 6" D.C. BRACING MATERIAL TO BE SUPPLIED BY W-Gravity (-)-Uplift
ERECTION CONTRACTOR. ---------------------------------------------------------------
*K* UPLIFT WNW I WNW HANGER *K*
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 . -455#(Jacks Only) I HUS26 - + 2751# -1286#00d 1P y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315# -1550#06d iPly)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660#00d 2ply)
SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#06d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) , I HGUS5.5- 411335# -3945#06d 3ply)
------- --------------------------------------------------
14'8"9 REFERtNCE HOLMES LUMBER ?YA�6�HEET FOR UPLIFT/HANGEP DETAILS
4X4
1.5X3
(A)
7
a)
F_ X4 (A 1) 10 1"
3X4(A 1) C\j
1.
3X4 3X4
m
3X3
20'4"8 X3 5-4"
26'
R=1051 W=3 8 R=1274# W=3"8
R=316# W=3"B
TA T23 SEO: 10 178
PL�. TYP.-ALPINE DESIGN CRIT=TPI OTY I TOTAL I REV. 17.3o SCALE -0.2500
tALPINE ENGINEERED PAGOUICTS. INC. TRUSSES MOUIPE EXTREME CAM 04/14/95 TC LL 30.0 PSF 'REF
9x IMPORTANT**SHALL NOT BERESPONSIBLE FOPANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 13Y TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH *STGS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE 14AOE OF 20GA GALV. STEEL MEETING AGIN OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
A445 OR 13 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER 5606
TAU" AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130, 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICA9LE PROVISIONS OF NOS 9 TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER STATE OF TOT.LO. 47.0 PSF O/A LEN. 26-0-0
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RIO q
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. 1 .33
ZNEV�51 SPACING 24.0" TYPE SPEC
b: 15-1060) UNIT B / 5G 6'0" DTC GABLE THIS DWG._ PREPARED FROM COMPUTES INPUT (LOADS G DIMENSIONS) SU13MIT
TOP CHORD 2x4 �P_42 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. C1991 SBC)
SOT CHORD 2x4 Sp 12 N UPLIFT (LB): 120 PLF
WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT
TRUSS DESIGNED FOR 100 MPH WIND, 19.53 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
A RIGID CEILING on CONTINUOUS LATERAL BRACING AT 24' D.C. ENCLOSED OR FULLY OPEN BUILDING.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------------------------------
TYPICAL SIMPSON OR EOUAL UPLIFTIHANGER REOUIREMENTS
THIS GABLE END WILL SUPPORT UP TO 2'0' OVERHANG ALONG THE TOP M-Gravity (-)-Uplift
CHORD. REFER TO DRAWING GE-001. GE-002. OR 876, 719 FOR STUD ---------------------------------------------------------------
VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO *mx UPLIFT NNW I NNW HANGER NNW
TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H5 . -455#(JackS only) I HUS26 - + 2751# -1286#00d 1p y
DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d iply)
RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 201y)
SUPPORT 2*0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#(16d 2ply)
MTT288 - -4455#(2 Each) (16d)l HGUS48 - + 66400 -21990(10d 2ply)
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL MST60 - -4688#(P:r 2ply) I HGUS48 - + 80000 -2650#(16d 2ply)
DESIGN. CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND CS150 - -1650#(E ch) . I HGUS5.5- +11335# -39450(16d 3ply)
ALL TRUSS TO WALL CONNECTIONS. ----------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
FOR GABLE STUD VERTICALS. UNLESS OTHERWISE NOTED:
FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE. 13 WOODLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED.
FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE. 23 WOODLOC.
_3' 3
T 3X
7
2X4 (D I) X4 (DI)
n
n n
u 18'7"12
R=94 plf W=6'
TA SEQ: 10 182
PL?.=TTP'8-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.3a SCALE -0.5000
ALPINE ENGINEERED PPOOKYS. INC- TRUSSES REQUIRE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF
XXIMPORTANTMN SMALL NOT BE RESPONSIBLE rap ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN VS TC OL 7.0 PsF DATE 04/14/95
FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE "I I
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE moiCATrO. Top BC DL 10.0 PSF DAWG
A446 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 s
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION ILY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 13C LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF z TOT.LD. 47.0 PSF O/A LEN. 6-0-0
CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGIKER'S ALPINE TECHNICAL UPDATE (7/1/211 FOP PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RID OUR.FAC. I .33
CTOR
IN ONLY. AM SMALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA
I SPACING 24.0" DGABL
-TPI A --------—----TAUCT ITYPE
Job: (5-1060) UNIT B / T5 6'0" COMMON THIS DWG. PREPARED FROM_COMPUTER INPUT_(LOADS G DIMENSIONS) SUBMITTED 13Y TRUSS MFR.
TOP CHORD 2X4_�P02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (199t SBC)
SOT CHORD 2X4 SP #2 N UPLIFT (LB): 210 200
WEBS 2X4 SP #2 N BRG.LOC (FT): 0.00 6.00
TRUSS DESIGNED FDA tOO MPH WIND, 19.70 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
M-Gravity (-)-Uplift
UPLIFT xx* I Nxm HANGER
H5 . -455# (JaCkS only) I HUS26 - + 2751f -1286#(10d 1ply)
MTS12 - -1000f I HUS26 - + 3315f -1550f(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(iod 2ply)
MTT28B - -3786#(2 Each) (lod)l HHUS48 - + 5180# -20000(16d 2ply)
MTT288 - -4455#(2 Each) (16d)f HGUS48 - + 6640f -21990(10cl 2ply)
MST60 - -4686#(P:r 2ply) 1 HGUS48 - + 8000# -2650#06d 2PIY)
CS150 - -1650#(E ch) I HGUS5.5- +113350 -39450(16d 3ply)
-------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE ( 3 16d TOE-NAILS AT TOP CHORD.
3' 3- 1"B
T 3X4
to
7
2X4 (At) X4 (A I)
4*5 18'7"12
_j_
1 4 6'
R=412# W=3"B R=251# W=1"8
TAG T19 SEO: 10190
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL - I REV. 17.3q SCALE -0.5000
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
I MPORT ANT SHALL NOT 13E RESPONSIBLE FOR ANY WARNING IN HANDLING ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 By TPI. SEE THIS DESIGN TC OL 7 .0 PSF OATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH*STa9 OV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM CUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL W .0 PSF ORWG
AAAS CA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
5606 BC LL 0.0 PSF MSK
TAM AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYN SHEATHING, BOTTOM CHORD W
CONNECTORS PEA DRAWINGS t3Q. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILM -- SEE STATE OF 47.0 PSF O/A LEN. 6-0-0
t
t CONFORM W/APPLICASLE PROVISIONS OF NOS 9 TPI. AN ENrINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDA PROPER TOT.LD.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
IN ONLY. AND SHALL NOT BE RELIE0 UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. OUR.FAC. i .33
IN E#�'
*__TPI .TRUSS PLATE INSTITUm 5921 F TION FOR WOW CONSTRUCTION 1 11.1 ISPACING 24.0" ITYPE COMN
-ob: (5-1060) UNIT BJ T6 6*0" HIPM 4'Q- THIS OWG, PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP o2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 6.00 6.00
TRUSS DESIGNED FOP 100 MPH WIND, 19.99 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOMi .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
(+)-Gravity H-Uplift
------------------- ------------------------------------------
*x* UPLIFT KNW RNK HANGER xx*
H5 . -455#(J1Ck. Only) HUS26 - + 27510 -12860(lod 1ply)
MTS12 - -1000# HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) HHUS48 - + 42990 -1660#(10d 2ply)
MTT288 - -3786#(2 Each) (1001 HHUS4B - + 5180# -20000(16d 2ply)
MTT288 - -4455#J2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -46e8#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply)
--------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE 3 16d TOE-NAILS AT TOP CHORD.
R=78# W=JPR§VIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
4' 2 1"8
4X4
T 1'0"9
In Ln
z
;0 co
7
ru ni
2X4 (A I)
4"5 18'7*12
2X2
1 '4" 6'
R=406# W=3"B R=179# W=I"B
TA? T�O SEQ: 10188
PL TY .-ALPINE DESIGN CRIT-TPI OTY AA I TOTAL I REV. 17.3a SCALE -0.15000
ALP INE ENGINEERED PRODUCTS. INC. TPmSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
XXIMPORTANT)()(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 us TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FDA ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS APE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 1:.
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD E3C LL 0 .0 PSF MSK
CONNECTORS PEA DRAWINGS 230. 150 6 t6OA-F. DESIGN STANDARDS WITH PPOPMY ATTACHED RIGID CEILING -- SEE 47 .0 PSF O/A LEN. 6-0-0
t CONFORM WAPPLICABLE PROVISIONS OF NOS C TPI. AN ENGIWEEA*9 ALPINE TECHNICAL UPDATE (7/1/90 FOR PROPER STATE OF T0T.LO.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS CIR10 OUR.FAC. 1 .33
IN ONLY. AND SMALL NOT BE RELIEO L"M IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I,d1of.
NEEP-"
a--TPI a TRUSS PLATE INSTITUTE- NOS - 1991 NATIONAL F AT - ,, I SPACING 24.0" _ TYPE COMN
Job: (5-1060) UNIT -B-/ T7 6*0" MONO THIS gWG, PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITT
TOP CHORD 2X4 §p_02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 310 200 200
WEBS 2x4 Sp 02 N SRG.LOC (FT): 0.00 6.00 6.00
TRUSS DESIGNED FOR 100 MPH WIND. 20.58 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. ---------------------------------------------------------------
MUST BE PROPERLY AITACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(0-Gravity (-)-Uplift
------------------- ---------------------------------------
x*x UPLIFT Y*w I *mx HANGER xxx
H5 . -4550(jacks Only) I HUS26 - + 27510 -12860(lOd 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MT512 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(]Od 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180# -2000#116d 2ply)
MTT288 - -44550(2 Each) (1601 HGUS48 - + 66400 -2J99#00d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16cl 2ply)
CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply)
- ------ ----- --- ------------- -------
R=IE36#lEi�;-t�ii--H-OL-M-E--S--L-U-M-B-ER-DETAIL-SHEET-FOR-UPLIFT/HANGER-DETAILS-
PROVIDE 3 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
A 22'2"
Ln
7 C7-
m
2X4 (A
4"S 18 7"12
1 '4'
R=412# W=3"B
R=65# W=1"8
TAG T21 SEG: 10186
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL = I AEV. 17.3a SCALE -0.5000
ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
x*I MPORT ANT X X SAL14PAL7NOI BE RESPONSIBLE FOP ANY WARNING IN HANDLING. ERECTION AND 0%I I I,
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SAACING, SEE MID-91 By TPI. SEE THIS DESIGN 0 TC OL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOR BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG
A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OF LATERALLY BRACED W17H PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM C40FID W z BC LL 0 .0 PSF MSK
CONNECTORS PER DRAWINGS M. 150 9 ISOA-P. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE
CONFORM W/APPLICABLE PROVISIONS OF N05 C TPI. AN ENGI"EER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER STATE OF TOT.L.D. 47.0 PSF O/A LEN. 6-0-0
0 AID
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE 04YWALL APPLICATION. FURNISH A COPY OF THIS ()UR.FAC. 1 .33
IN ONLY. AND SMALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. mvg-
_-TPY I PLATE INSTITUTE. WDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTIDN— I "" ""o ISPACING 24.0" ITYPE COMN
100ft (�-1060) UNIT B-1 T8 7'0" HIPM 6-0- THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 tP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2X4 SP 02 N UPLIFT (LB): 220 320
WEBS 2X4 SP #3 BRG.LOC (FT): 0.00 6.75
TRUSS DESIGNED FOR 100 MPH WIND. 20.58 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5,00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
THIS GIRDER DESIGNED TO CARRY 06-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER M-Gravity (-)-Uplift
SIDE. ---------------------------------------------------------------
*Xx UPLIFT *** f M** HANGER ***
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(1 Od 1p y
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -100041 1 HUS26 - + 33150 -1550#( 6d 1ply
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 629.39 LBS.
6
5X6
3 _17
u
to to
7 2
C3
2
2X4(A 1)
:3
4 t"5
3X4
3X3
R=687# W=3"B R=629# W=3"
TAY T17 SEG: 10194
PL TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL - I REV. 17.3a SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
*NIMPORTANTxxS.ALL NOT K RESPONSIBLE FOR ANY WARNING I. HANDLING. ERECTION AND
DEVIATION FROM THIS DESION OR THESE SPECIFICATIONS. On ANY BRACING. SEE 119-11 IT TIT. SEE THIS DESIGN TC DL 7 .0 FTSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN COWORWANCE WITH OST68 BY tPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE f.,
ALPINE CONNECTORS APE MADE OF 200A GALY. STEEL MEETING ASTM CUIMEMENTS. UNLESS OTHERWISE INDICATED, Top BC DL 10 -0 PSF DRWG
A445 GR 9 EXCEPT As NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
5606 BC LL 0 .0 PSF MSK
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
t CONNECTORS PER DRAWINGS 130. 150 C 1604-F. DESIGN STANDAPM WITM PROPERLY ATTACHED PIGfD CEILING--SEE
CONFORM W/APPLICAgLE PROVISIONS OF NOS C TPI. AN tNGIWEER'S ALPINE TECHNICAL UPDATE (7/1/90 FDA PROPER STATE OF TOT.LD. 47.0 pSF O/A LEN. 7-0-0
S. 10, N-z
DRYWALL APPLICATION. FURNISM A COPY OF T.13 o RID �,
SEAL ON TNT$DRAWING APPLIES TO THE COMPONENT DEPICTED HERE *11 OUR.FAC. 1 .33
IN ONLY. AND SMALL NOT BE PELTED UPON IN ANY 011*4 WAY. DESIGN TO THE TAM ERECTI "n IN - I
m-E T- SPACING SEE ABOVE 1TyFTE HIPM
ONST!�"Tlc. I
Job: (5-1060) UNIT 8 / T9 26*0" HIPS 7'0" THIS OWG. PREPARED FROM COMPUTER INPUT JLOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 iSp 02 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD.
SOT CHORD 2x4 sp #i Dense
WEBS 2x4 SP 03 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) SPECIAL LOADS
UPLIFT (LB): 1150 1110 --------------------------------------------------
BRG.LOC (FT): 0.00 25.71 TC - From 74 PLF at -1.33 to 74 PLF at 7.00
TRUSS DESIGNED FOR 100 MPH WIND 20 87 FT MEAN HEIGHT, TC - From 156 PLF at 7.00 to 156 PLF at 19.00
WITH DEAD LOAD OF 5.00 PSF (TOP) Ai4b 5.00 PSF (BOTTOM) . TC - From 74 PLF at 19.00 to 74 PLF at 27.33
ENCLOSED OR FULLY OPEN BUILDING. BC - From 20 PLF at 0.00 to 20 PLF at 7.00
--------------------------------------------------------------- BC - From 44 PLF at 7.00 to 44 PLF at 19.00
TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BC - From 20 PLF at 19.00 to 20 PLF at 26.00
(0-Gravity (-)-Uplift BC - 635 LB Concentrated Load at 6.00
------------------- ---------------------------------------- BC - 569 LB Concentrated Load at 19.00
*my UPLIFT m** I mx* HANGER mxx
H5 - -455f(Jacks Only) I HUS26 - + 2751# -12860(10d 1p y
MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply
MTS12 - -2000#(2 E ch) I HHUS48 - + 42990 -1660#00d 2ply)
MTT288 - -3786#(2 E:ch) (1001 HKJS48 - + 51800 -2000#(16d 2ply)
MTT288 - -44550(2 Each) (16d)l HGUS48 - + 66400 -2199#110d 2ply)
MST60 : -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply)
CS150 -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
----------------- -------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
SPECIAL LOADS
--------------------------------------------------
TC - From 74 PLF at -1.33 to 74 PLF at 7.00
TC - From 156 PLF at 7.00 to 156 PLF at 19.00
TC - From 74 PLF at 19.00 to 74 PLF at 27.33
BC - From 20 PLF at 0.00 to 20 PLF at 7.00
BC - From 44 PLF at 7.00 to 44 PLF at 19.00
BC - From 20 PLF at 19.00 to 20 PLF at 26.00
BC - 635 LB Concentrated Load at 6.00
SC - 569 LB Concentrated Load at 19.00 26'
7' _ 12' 7
5X6 J.5X3 3X-4 5X6
T 7 0'5X3 VVD1 .5X3
4-5-5 zz�z�
4:X6(B4 4X6 (B4)
- - _*18'7"12
3X5 3X9 4Xt3 V6 3X5
26'
6' 13 7
R=2598# W=3"B R=2516# W=V8
TA T14 SEQ: 10201
FIN. TYP.-ALP NE DESIGN CRIT=TPI OTY I TOTAL - I REV. 17.3a SCALE -0. 1250
)(ALPINE ENGINEERED PRODUCTS. INC. TPUSSES PEOUIRF EXTREME CAM 04/14/95 TC LL 30.0 PSF REF
)(*IMPORTANT* SMALL NOT BE RESPONSIBLE FOR ANY WARNING I,, HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN US TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WIYM 09188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1 11
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A449 GR 8 EXCEPT AS NOTED. ARMY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER
z 5606 BC LL 0.0 PSF MSK
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M
CONNECTORS PEP DRAWINGS 130. 150 9 JSOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
t STATE OF TOT.LO. 47.0 PSF O/A LEN. 26-0-0
CONFORM W/APPLtCABLE PROVISIONS Of NOS 9 TPI. AN ENGINEWS ALPINE TECHNICAL UPDATE (7/1/911 F04 PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMP�ONENI DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R-10
I el OUR.FAC. 1 . 33
,I, "e1NEEVr-.
1N.OMI.Y. AND SHALL NOT BE RELIED UPON IN ANY 07HER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
__'P' ._11�=PLATE INSTITUTE. NOS - 1921 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION --i . 11.1 SPACING SEE ABOVE ITYPE HIPS
DO: (5-1060) UNIT Q / T10 2610" HIPS 9,0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC?
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 590
WEBS 2x4 SP 03 BRG.LOC IFT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH WIND. 21.45 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C, ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
M-Gravity (-)-Uplift
------------------- ---------------------------------------
wx* UPLIFT x** I *%* HANGER Xxx
H5 . -455#(Jacks Only) I HUS26 - + 27530 -12850(10d 1p y
MIS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -i66O#(10d 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20000(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 66400 -2199f(IOd 2ply)
MST60 - -4688#(P:r 2ply) 1 HGUS48 - + 80000 -2650#(16d 2ply)
CS150 - -1650#(E ch) I HGUS5.5- +11335# -3945#(16d 3ply)
- --------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
-9,
3X4 X5
1.5X3 1.5X3
7 ZP;-
X4 (Afl X4 (A I)
1
3X7 3X4
26
R=1321 W=3"8 R=1321# W=F8
TAG T15 SEG: 10203
PLT. TYP.-ALPIINE DESIGN CRIT=TPI-- OTY I TOTAL - I REV. 17.3q SCALE -0.2500
ALPINE ENGINEERED PRODUCTS INC TRUSSES REOLITRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
K*IMPORTANT*%SHALL NOT BE RESPONSIBLE Foil ANY' WARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, CA ANY BRACING. SEE M18-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN COWDAMANCE WITH QST8S BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG
A446 CA 9 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED K YWOOD SHEATHING. BOTTOM CHORD 5606 E3C LL 0 .0 PSF MSK
CONNECTORS PEA DRAWINGS 130. 150 9 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.L.D. 47 .0 PSF O/A LEN. 26-0-0
PROPER
CONFORM W/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGIMEEA'S ALPINE TECHNICAL UPDATE (7/L1/SIIF0R j z
VD
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS
CWT.
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THETAUSSEAECTION CONTAACTOR. OUR.FAC. 1 .33
P NOS- 19BI NATTGNAj,_MSIGW1 SPECIFICATION FOR WOOD ED T I SPACING 24.o" ITYPE HIPS
Job: (5-1060) UNIT 8 / T11 26'0" HIPS 11'0" THIS DWG. PREPARED FROM COMPUTER INPUT ILOADS & DIMENSIONS) SUBMITTEO_BY TRUSS MFA.
TOP CHORD 2x4 sp #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 590 590
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71
TRUSS DESIGNED FOR WO MPH WIND. 22.03 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
xx* UPLIFT **x I Y** HANGER N*m
H5 . -455#(Jacks Only) HUS26 + 2751# -1286#(10d 1p Y
MTS12 - -10000 1 HUS26 + 3315# -15500(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 + 42990 -16600(IOd 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 + 5180# -20000(16d 2ply)
MTT28B - -4455#(2 Each) (1601 HGUS48 + 5640# -2199#(JOd 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 + 8000f -2650#(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#06d 3ply)
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
4'
5X5 x
1.5X3 1.5X3
01 7 F7
(D
3X4 (AI) WAJ)
t FS
3X43X4 3X4 m 7F
26'
R=1321# W=3"8 R=1321# W=3"8
TA� T24 SEQ: 10205
PL TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL I REV. 17.3q SCALE =0.2500
K ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
XXIMPORTANT SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR A14Y SPACING. SEE MIO-91 BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/14/95
FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF ORWG
A446 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPER
z 5606 BC LL 0.0 PSF MSK
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M
CONNECTORS PEP DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 26-0-0
t CONFORM W/APPLICABLE PROVISIONS OF NOS 9 rPJ. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 .33
$ I 1DUR.FA
IN-OWLY. AND 94ALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I
- - - --!---T?L!t-Tm-)Ls-Pt-ATE J!MTITUTE. NOS - 199t NATIONAL DESIGN 3PECIFICATION FOR WOOD CONSTRUCTION ISPACING 24.0" ITYPF: HIPS
job: (5-1060) UNIT Q / T12 26*0" COMMON THIS OWG. PREPARED_FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SO 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC?
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 590 590
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH WIND. 22.62 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. -------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFTMANGER REOUIREMENTS
M-Gravity H-Uplift
------------------- ----------------------------------------
*x* UPLIFT *w* I WNW HANGER NNW
H5 - -455#(Jacks Only) I HUS26 - + 2751f -12860(10d Ip y
MTSIP - -1000# 1 HUS26 - + 3315# -1550#(160 Iply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(]Od 2ply)
MTT28B - -3786#(2 Each (10d)l HHUS48 - + 5180f -20000tl6d 2ply)
MTT28B - -44550(2 EaChi (1601 HGUS48 - + 66400 -2199#110d 2ply)
MSTSO - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply)
--------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
13' 13'
f
4X4
to 1.5X3 J .5X3
7 �71-
3X4 (Al) WAI)
go __+18'7"12
3X4 3X4 3X4
26'
R=1321# W=3"8 R=1321# W=3"8
TA� T25 SEQ: 10207
PL TYP.-ALPINE DESIGN CRIT-TPI QTY 4 TOTAL - 4 AEV. 17.3a SCALE -0.2500
ALPINE ENGINEERED PRODUCTS, INC. ;AUSSES REGUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
KNIMPORTANTWX SHALL NOT BE RESPONSIBLE FOR ANY WARNING M HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI. SEE THIS DESIGN us TC OL 7.0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFOPMANCE WITH OST88 By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 206A SALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC OL 10 .0 PSF ORWG
A445 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS 70 EAC14 FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
tMAS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD z BC LL 0 .0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150 9 JSOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE :
STATE OF z TOT.LD. 47.0 PSF O/A LEN. 26-0-0
t CONFORM WIAPPLICAGLE PROVISIONS OF NOS 9 TPI. AN ENGI"EER*S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 1� I --
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE ODRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RVD 9." DUR.FAC. 1 .33
MAY. ESr
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER .14 TO THE TRUSS ERECTION CONTRACTOR.
-10% TYPE
E I!MTIIUTE. NOS AT A SPECIFICATION FOR W=CONSTRUCTION its, ISPACING 24.0" j COMN
Job: (5-1060)- UNIT Q / T13 26'0" VLT HIPS 7*0" THIS-DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
TOP CHORD 2x4 SP #2 N 13EARING BLOCKS: NAIL TYPE: 0.131x3.0_g nails
SOT CHORD 2x4 SP #2 N BAG X-LOC #BLOCKS LENGTH/BLK #aAlLS/(3LK
WEBS 2x4 SP 03 1 14.042' 1 13- to
NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139.
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD.
(A) IX4 -I' BRACE. SAME GRADE AS WES MEMBER. ATTACH WITH
#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. Bd NAILS 0 6* D.C. BRACING MATERIAL TO BE SUPPLIED BY
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24- D.C. ERECTION CONTRACTOR.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING.
+ 098 +
26'
7' 12 7
AX5 3X5
T
LO I.SX3 (A) X4
7
6X4 5X4
3X4 (A I) 3X4 X4 (A I)
--,ILI8 7"12
x
7X8
14-4" 11 ,8"
14'4" 3'7"3 4-2"2 -+-3 10 11
26'
7 12' - 7
R=849# W=3"B -248# R-3743# W=3"8 -248f R=456# W=3"8
TAG T9 SEO: 10221
PLT. TYP.-ALPINE DESIGN CAIT-TPI QTY - I TOTAL I REV. 17.3q SCALE -0.2500
M ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CAPE 04/14/95 TC LL 30 .0 PSF REF
*XIMPORTANT* SMALL NOT BE RESPONSIBLE FDA ANY WARNING IN HANDLING. ERECTION AND
DEVIATION fAOM THIS DESIGN OR THESE SPECIFICATIONS. 014 AMY SPACING. SEE HIO-91 13Y TPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 04/14/95
, S
jos
FAILURE to surLO THE TRUSS IN CONFORMANCE WITH OStSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING PC ��o
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREkENTS, UNLESS OTMEPWISE INDICATED. TOP BC OL 10 .0 PSF QRWG
A446 GA 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130, 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID,CEILING-- SEE
t CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER STATE OF TOT.LD. 47.0 PSF O/A LEN. 26-0-0
SEAL OR THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURF419H A COPY OF THIS a RID
IN OUR.FAC. 1 .33
ONLY.AND SMALL NOY BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ME
re INSTITUTE, =- 1291 YA_ _ __rGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING SEE A13OVE ITYPE SPEC
igb: (5-10601 UNIT 8 / T14 26-0- VLT HIPS 2-0- THIS DWO. PREPARED FROM COMP2TER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (2991 S80
ROT CHORD 2x4 SP #2 N UPLIFT (LB): 340 560 280
WEBS 2x4 SP #3 BRG.L0C (FT): 0.00 14.04 25.7J
TRUSS DESIGNED FOR 100 MPH WIND. 21.45 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. ---------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
M-Gravity (-)-Uplift
SHIM ALL SUPPORTS TO SOLID BEARING. ------------------- ------------------------------------------
*xw UPLIFT *xx I Xxx HANGER W**
H5 . -455#(JaCkS Only) I HUS26 - + 2751# -1286#(10d 1p y
MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply)
MTS12 - -20000(2 EaCh) I HHUS48 - + 4299# -1660#00d 2ply)
MTT288 - -3786#(2 E Chi (10d)l HHUS48 : + 51800 -2000#(16d 2ply)
MTT288 - -44550(2 E:Ch (16d) HGUS48 + 66400 -21990 10d 2ply)
MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -26500116d 2ply)
CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
-------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
_9' —B*
5X5 X4 5x
Lr) 1 .5X3 X4
7
3X4 (A D X6 5X4 X4 (A I)
8 7"12
14 4
14'4" 3'7"3 4'2"2 3- 10" 11
26'
R=553# W=3"8 R=1715# W=3"8 R=373# W=3"8
TAY. TIO SEQ' 10218
PL TYP.-ALPINE DES. IGN CRIT=TPI OTY - I TOTAL I REV. 17.3a SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIAE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
**IMPORTANT*)(SMALL NOT 13E RESPONSIBLE FDA AM WARNING I,, HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI, SEE THIS DESIGN
FAILURE TO MLO T14E TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Tc DL 7 .0 PSF DATE 04/14/95
ALPINE CONNECTORS APE HAVE OF 20GA GALV. STEEL MEETING ASTM OUMEMENTS. UNLESS OTHERWISE INDICATED. TOP 13C DL 10 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL 13E LATERALLY BRACED WITH PROPER z
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF MSK
t CONNECTORS PEA DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 IPI. AN ENGINEER*$ ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER STATE OF TOT.LO. 47.0 PSF O/A LEN. 26-0-0
SEAL ON THIS DRAWING APPLIES TO YME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ORID DUR.FAC. 1 .33
IN ONLY. AND$HALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Evr, r r'
INSTITUTE. NOS . SPECIFICATION FOR 01 m.," SPACING 24.0" ITYPE SP'f-
J b: (5-1060) UNIT B-1 T15 26'0" VLT HIPS 11'0" THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
OP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N :B4 2x4 SP 01 N: UPLIFT (LB): 590 590
WEBS 2x4 SP 03 BRG.LOC JFT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH WIND, 22.03 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
PREDICTED HORIZONTAL MOVEMENT IS 0.20' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
AND 0.11' DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
---------------------------------------------------------------
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
(+)-Gravity (-)-Uplift
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. ------------------- --------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT *MR I X%* HANGER **%
H5 . -455#(Jecks Only) I HUS26 - + 275J# -12860(30d JP y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 101y)
MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(JOd 2ply)
MTT28B - -3786#(2 Each) (1001 HHUS48 - + 51800 -20000(16d 2ply)
MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -21!39#(IOd 2ply)
MST60 - -4688#(P:r 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(E ch) I HGUS5.5- +113350 -3945#(16d 3ply)
-----------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
4-
5X5 7
1.5X3 X4
7
6X6 X6
1 3X7 (A I)
3X4 (A I)
3X4 5X4 J— _,$�l 8 7"12
14'4 3 7 3 4 2 2 --f—3 10 11
26'
R=1321# W=3"8 R=1320# W=3"B
TA? T11 SEQ: 10215
PL TYP.-ALPINE DESIGN CRIT=TPI OTY - I TOTAL I REV. 17.3q SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUTAE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
)0QMPORTANTX)(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 TC OL 7 .0 PSF DATE 04/14/95
�Jqs `�`
S
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTINI BY TPI. FOP ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASIR QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP
BC OL 10 .0 PSF DRWG
A446 OR 8 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OF LATERALLY BRACED WITH PROPER z
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0 .0 PSF MSK
CONNECTORS DRAWINGS 130. 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF
PEP -0-0
CONFORM W/APPL CABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE U/I/gtj FOR PROPER TOT.LD. 47 .0 PSF O/A LEN. 26
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS a R113 DUR.FAC. 1 .33
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTRACTOR. XNE EVr
-TPI - TRUSS PLATE INSTITUTE-_ NOS. 2991 MAT10NAL RMON SPECIFICATION FOR NODD CONSTRUCTION SPACING 24.0" TYPE SPEC
ab: (5-1060) UNIT B / T16 26-0- VLT THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & RIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 099t SBC)
BOT CHORD 2x4 SP 12 N :84 2x4 SP ft N: UPLIFT (LB): 590 590
WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71
TRUSS DESIGNED FOR 100 MPH WIND. 22.62 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
PREDICTED HORIZONTAL MOVEMENT IS 0.19* DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
AND O.W DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF.
---------------------------------------------------------------
DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. -------------------(+)-Gravity-(-)-uplift----------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. *xx UPLIFT NO* I W%* HANGER N**
H5 . -455#(Jacks Only) I HUS26 - + 2751# -J286000d Jp y
MTS12 - -10000 1 HUS26 - + 33151 -1550#06d 1ply)
MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(10d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -44550(2 Each) (160)1 HGUS48 - + 66400 -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply)
CS150 - -1650#(Each) I HGUSS.5- +113350 -39450(16d 3ply)
- --------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS
13' 13'
4X4
X7
tr) 1.5X3
7 F,- X8
3X4 (A 0 X6 6X6 X7 (A I)
-4-'8 —408 7"12
3X4 5X5
14-4" -1 3'7"3 4-2--2 —+3- 10- 11 +�-�
26'
R=1321# W=3"8 R=1320# W=3"8
TAY T12 SEG: 10210
PL TYP.-ALPINE DESIGN CRIT-TPI OTY - I TOTAL I REV. 17.3a SCALE -0.2500
ALPINE ENGINEERED PRODUCTS. INC MUSSES PEOUIPE EXTREME CAPE 04/14/95 TC LL 30 .0 PSF REF
X*IMPORTANT)(K SMALL NOT RE RESPONSIBLE FOP ANY 4ARNING IN HANDLING. ERECTION AND 0III
DEVIATIO14 FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY ORK INr. SEE HID-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PsF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS9 BY TPI. FOR A0017IONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A446 GA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF MSK
CONNECTORS PER DRAWINGS 130. 150& 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LO. 47.0 PSF O/A LEN. 26-0-0
CONFORM W/APPLICADLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER s
SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS o pit Iq OUR.FAC. 1 .33
IN ONLY. AM SHALL NOT BE RELIED UPON IN MY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. E E-VhS o'
- - - - -- .--TPI. T fMqTTTUTF. NOS :_LRV NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" ]TYPE SPEC
Job: (5-1060) UNIT 8 / J1 EJ7 THIS OWG. PREPARED FROM CQtLPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFn.
TOP CHORD 2x4 SP#2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATED. (1991 SBC)
SOT CHORD 2X4 SP #2 N UPLIFT (LB): 270 200 240
WEBS 2x4 SP f2 N BRG.LOC (FT): 0.00 7.00 7.00
TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOM AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
------------------- ----------------------------------------
m*x UPLIFT x*w I NNW HANGER WNR
H5 . -455#(Jacks Only) I HUS26 - + 27510 -1286f(IOd 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550f(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT288 - -3786#(2 Each) (10d)l HHUS48 - + 5180f -2000f(16d 2ply)
MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#(10d 2ply)
R=2 14*15=a -, 688#(Per 2ply) 1 HGUS48 - + 80000 -26500(16d 2ply)
cuslf5 150#(Each) I HGUS5.5- +113350 -3945#(16d 3ply)
---------------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGEP DETAILS
PROVI :T F AILS AT TOP CHORD.
2_L_",p
PR E _NAILS AT BOTTOM CHORD.
7
2X4 (At)
4 1*5
1 '4" 7'
R=456# W=3"8 R=78# W=3"
TAG.- T -ALPINE DESIGN CRIT-TPI OTY - 17 TOTAL 17 REV. 17.30 SEO: 10224
PLT TYR. SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. IRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF
XXIMPORTANTRX SMALL NOT BE RESPONSIBLE FOR ANY WARNING I M HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN S TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE 017H 09188 BY TPI. VO4 ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL 14EETING AGIN QUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG
A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL 13E LATERALLY 13PACED WIT"PROPER 5606
TRUSS AND LO&tSS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF MSK
CONNECTORS PEP DRAWINGS 130, 150 9 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF z TOT LO 47.0 PsF ()/A LEN. 7-0-0
I.,
t CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEP*S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER z
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1OUR.FA 1 .33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ,DESIGN TO THE TRUSS ERECTION CONTR INEE#B, , I
.--TPT -TAM PLATE INSTITUTE- NOS - 9991 NATIONAL DESIGN SPEC- OR WOOD CONSTRUCTION "I... ISPACING 24.0" ITYPE EJACK
ob: (5-1060) UNIT B I J2 CJ5 —THIS OWG._PREPARED_FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200
WEBS 2x4 SP #2 N BRG.LOC (FTI: 0.00 5.00 5.00
TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED
WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. --------------------------------------------------------------
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
(+)-Gravity (-)-Uplift
xxx UPLIFT *** I *xm HANGER N**
Hs . -455#(Jacks Only) I HUS26 - + 2751# -12860(10d ]p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550f(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply)
MTT280 - -3786#(2 Each) (10d)l HHUS48 - + 51800 -2000#(16d 2ply)
MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -21990(100 2ply)
MST60 - -4688#(P:r 2ply) I HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -J650#(E ch) I HGUS5.5- +11335# -3945#(16d 3ply)
- --------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 2 ) 16d TOE-NAILS AT TOP CHORD.
R=1500 W=1118 PROVIDE 2 1 16d TOE-NAILS AT BOTTOM CHORD.
11'0"4
Ln
7 F7
m
2X4(A I)
4"5
1 -4" 5'
R=3680 W=3"B R-51# W=3"
TAY TR SEG: 10226
PL Ty .-ALPINE DESIGN CRIT-TPI OTY 8 TOTAL - 8 REV. 17.3a SCALE -0.5000
ALPINE ENGINEERED PAOOUCTS. INC. TRUSSES AEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF
X*IMPORTANT)(-x SMALL NOT BE RESPONSIBLE FDA ANY WARNING it, HANDLING. ERECTION AND "%"%If#
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY 1PI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/14/95
�js
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST98 BY TPJ. FOP AVOITIDNAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS APE MADE OF POGA GALV. STEEL MEETING ASTM OUTREMEWTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG
A445 OR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF MSK
CONWECTDRS PER DRAWINGS IX 150 6 JSOA-F� DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE
STATE OF TOT.LD. 47.0 PSF O/A LEN. 5-0-0
t CONFORM N/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER*S ALPINE TECHNICAL UPDATE (7/1/911 Pon PROPER
0 AID
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS e
THE OUR.FAC. 1 .33
IN ONLY. AM SMALL NOT BE RELIED UPON IN ANY OTHER MAY. I DESIGN TO TRUSS EREC71ON CONTRACTOR. N EV1rS=',,1 SPACING 24.0" EJACK
ZE
TPT -TRUSS PLATE_INSTITUTE- NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR-WOOD Co"TAUCTION ;J' I TYPE
Job: (5-1060) UNIT Q_L_J3 Cj3 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP #2N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200
WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00
TRUSS DESIGNED FOP 100 MPH WIND. 15.00 FT MEAN HEIGHT,
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS
MUST BE PROPEPLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift
WNW UPLIFT x*m I *xx HANGER
H5 . -455#(Jacks Only) I HUS26 - + 2751f -1286# JOIJ 1p y
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#000 2ply)
MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 51800 -20001(16d 2ply)
MTT28B - -4455#(2 Each) (16d)l HGUS48 - + 6640# -2199#(10d 2ply)
MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply)
CS150 - -1650#(Each) . I HGUS5.5- +11335# -3945#06d 3ply)
--------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 1 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
R=68# W=1"8
T#'10"4
Ln
7
2X4 (A I
4"5
� 1 '4' + 3'
R=290# W=3"8 R=23# W=3"
TAY T6 SEQ: 10228
PL TYP.-ALPINE DESIGN CAIT-TPI OTY - 8 TOTAL B REV. 17.3q SCALE -0.5000
ALPINE ENGINEERED PRODUCTS. INC. tR SES REGUIRE EXTREME CAPE 04/14/95 TC LL 30 .0 PSF REF
)()(IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING INUSHANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN On THESE SPECIFICATIONS. OR ANY BRACING. SEE MT8-gI By TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TAM IN CONFORMANCE W17H OST89 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS ARE 14ADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTMERWISE INDICATED, TOP BC OL 10 .0 PSF DRWG
A445 CA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
. 5606 7:
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF MSK
CONNECTORS PER DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH F PLY ATTACHED RIGID CEILING--SEE
CONFORM WAPPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/90 FDA PROPER STATE OF TOT.LD. 47 .0 PsF O/A LEN. 3-0-0
SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT OEPICIED HERE DRYWALL APPLICATION, FURNISH A CC"OF THIS 0 RID IZ OUR.FAC. 1 .33
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY 07HER WAY. DESIGN TO C NIP To"*
---TPI -TRUSS PLATE INSTITUT NOS - 1991 MAT 1NE '7 CO.".10.1 i�. I, "I' ITYPE
E. CAII;; OR E�L SPACING 24.0 EJACK
Job: (5-1060) UNIT 8 / J4 CJI THIS DWG� PREPARED FROM COMPUTER INPUT-(LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFA.
TOP CHORD 2x4 SP Q N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (199t SBC)
BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200
WEBS 2x4 SP f2 N BRG.LOC (FT): 0.00 1.00 1.00
TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT.
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
--------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift
---------------------------------------------------------------
N*m UPLIFT *mm I XW* HANGER xxx
H5 - -455#(Jacks Only) I HUS26 - + 2751# -12850(10d 1p y
MTSJ2 - -JOOO# I HUS26 - + 33150 -1550#(]6d 1ply)
MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply)
MTT28B - -3785#(2 Each) (JOO)l HHUS48 - + 51800 -2000:06d 2ply)
MTT288 - -4455#(2 Each) (160)1 HGUS48 - + 6640# -2199 (10d 2ply)
MST60 - -4688#(P:r 2ply) I HGUS48 - + 80000 -26500(16d 2ply)
CS150 - -1650#(E ch) I HGUS5.5- +113350 -39450(16d 3ply)
----------------------------------------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 2 16d TOE-NAILS AT TOP CHORD.
PROVIDE 2 16d TOE-NAILS AT BOTTOM CHORD.
7 C7 8'8"4
--r- 2X4 (At)
4*5
R=298# W=3"8
TAG T7 SEG' 10230
PLT. TYP.-ALPINE DESIGN CRIT-TPI QTY - 10 TOTAL 10 REV. 17.3q SCALE =0.5000
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUTRE EXTREME CAM 04/14/95 TC LL 30 .0 PSF REF
I MPOR T A N T NX SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 19Y TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 04/14/95
\3,\3s 6
FAILURE TO BUILD THE TRUSS IN CONFORMANCE KITH CISTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE
ALPINE CONNECTORS APE MADE OF 20GA GALY. STEEL MEETING ASTM QUIPEMENTS. UNLESS OTHERWISE INnICATEO. TOP BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY GRACED WITH PROPER BC LL 0 .0 PSF
. 5606 MSK
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
t PLY ATTACHED RIGID CEILING--SEE
CONNECTORS MR DRAWINGS 130, 150 C IGOA-P. DESIGN STANDARDS WITH PROPE STATE OF 47.0 PSF O/A LEN. 1-0-0
CONFORM W/APPLICAI)LE PROVISIONS OF MOB 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER TOT.LO.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS I)RIO OUR.FAC. 1 .33
DESIGN TO THE TRUSS ERECTION CONTRACTOR.
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. ATION FOR NOW�;S�Tmxuom SPACING 24.0 ITYPE EJACK
At 'LIE INSTITUTE. NOS - 1991 MATIDNAL MStGM SPECIFIC
_EL
Job: (5-1060) UNIT 8- / J5 HJ7 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR,
TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC)
BOT CHORD 2x4 SP 02 N UPLIFT (LB): 380 3480 200
WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 9.90 9.90 9.90
TRUSS DESIGNED FOR 100 MPH WIND. 20.87 FT MEAN HEIGHT
WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) .
DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING.
---------------------------------------------------------------
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REOUIREMENTS
SETBACK. CORNER JACKS HAVE NO WEBS. (0-Gravity (-)-Uplift
---------------------------------------------------------------
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24* D.C. WNW UPLIFT x*x I *** HANGER K**
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#00d 1ply)
MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply)
MTS12 - -2000#(2 Each)RQ�OM11g4a .:81 4299# -1660#00d 2ply)
-E38# MTT28B - -3786if(2 Each) JRH M + 51800 -20000(16d 2ply)
MTT288 - -4455#(2 EaCh) (16d)l HGUS48 - + 66400 -2199if(IOd 2ply)
MST60 - -4688if(Per 2ply) I HGUS4Q - + 8000# -2650#06d 2ply)
11 'g"7 rt;i gin - _isginf(Farhl I HG11S5j5- +11335# -3945#06d 3ply)
-----------------------------------I---------------------------
REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFTMANGER DETAILS
PROVIDE 3 16d TOE-NAILS AT T Ont 2*9*4
PROVIDE 3 16d TOE-NAILS TT C1
I 5X4
4.95 C7-
2X4 (A I)
4,'5 4X5
I to..to 9 10 13
4'2" 15 5'7" 14
R=476# W=4"15 52# R=406# W=3"
TAY T4 SEQ: 10232
PL TYP.-ALPINE DESIGN CRIT-TPI QTY - 4 TOTAL - 4 REV. 17.3a SCALE =0.5000
A'P"" ENGINEERED PRODUCTS. INC. TRUSSES AEOUTAE EXTREME CAPE 04/14/95 TC LL 30.0 PSF REF
1(*IMPORTANTX*SHAILL NOT BE RESPONSIOLE'FOq ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS[!ESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HI8-9t BY TPI. SEE THIS DESIGN TC OL 7 .0 PSF DATE 04/14/95
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINE CONNECTORS A4 MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. lop E3C DL 10 .0 PSF DRWG
A446 GA 5 EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF MSK
CONNEC70PS PER OqXWT4GS 130. 150 t ISOA-F. DESIGN STANDARDS W17H PROPERLY ATTACHED RIGID CEILING--SEE STATE OF 47.0 P
t CONFORM WIAPPLICARLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/211 FOR PROPER TOT.LO. SF O/A LEN. 9-10-13
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPI.ICATION. FURNISH A COPY OF "S 0 RIO 1 .33
[OUR-FAC.
IN ONLY. AND SMALL NOT BE RELIED UPON IW_ANY OTHER WAY, I DESIGN TO THE TRUSS ERECTION COWRACTOR. r T P'r. E ITYPr JACK
-TPI - VMS PLATE MTIIUIE. WOW CONSTRUCTION
NOS - 1991 NATIONAL gWGN SPECIFICATION F04
s
Li
0 33 ' 8 DJ
CE 20 4" CE
00 cc
U-
01 0
LL LL
CO
00
<
w U- CO
00 4'3"
0
fu
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ru
00 Alpp fk 0 IV E
OvIi of ATILAt4TIC ice
Iq Bull-DINr, OVF
EAM—
i UL
LL
p UL
W-i U- M
LL LL
D, Lf) Ln
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Ln 15 ' 6" 8 B 9 ' 6" 17 ' 6"
cn
ry 8 Voliv D
CE
Scale: none Building and Zoning
job� [5-10Zq) UNIT 8 / F1 14' 1"J4 SY42 IHIS DW6. PAEPARED FROM iCiWPUIER INPt#T--ILOADS & DIVZUSIONS) St)QMlT7f() BY TAUS-5 MFR.
TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
BOT CHORD 4x2 SP 12 N
WEBS 4x2 sP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/797.03 TOTAL LOAD.
w 4 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
(D NOTE: THIS InUSS KUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO
CE UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED DY ERECTION CONTRACTOR.
SPECIAL CAPE TO BE 7AKEN TO PREV047 TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
2 6
RJX4 5'4"8 2 1 14
4 X4 3 1 (4 �3X3 3X3 3X6
_4� + -F,
2 1+ X
3 5 X3 3X5_
14' 1 14
X 3 .. 2XI
R=77�* W=3 4 R-772# W=1" 10
TAG TA $ED: J0391
PLT . TYP,-ALPINE OESIGN CRIT-TPI QTY 5 TOTAL - 5 REV.-17 .3Q SCALE -0.5000
ALP:W ERSWEPED PRMCIS� DO'. MISES A-61ARE Wpcpf cxq- 04/18/95 TC LL 40-() PSF REF
j3 )(*lt4PORTANT)()( SH-VA 10T BE RESK-619LE rOt MY WARNING vAn --I";;. E RECT:014 V43
0-914Tjok rpnm rHis ovsicm oi mr-ss spEcirlEA1181M. DRA-41 9"A:JhG, SEE "38-ml By 1�1. SEE THES D-tSIGH
S D '"
BY "" SEE 'Sr TC DL 10.0 PSF DATE 04/18/95
FAMPE 70 BUtLD Imt TrAr.5 3M VO4�00RAKCE Wilto ORT99 ST 101 "R AUDS004AL SPECIAL PEAPAMM MACIMS tit
k,01ME C0h%lECICAS AOC K%DE V NSA CAL9. VEEL PEETtM ASIM RUIREPEMS. OhLESS 01HERNISE ftnSCILIED. TDP 13C OL 5.0 PSF DRWG
'B
144 GA I VICEPI AS kGTE0. AOPtY C0k.l%rCTDFn 10 EACH F"_ D' C�QPD POLL BE LAYER4LLY OWED WIN PnOPER
5r, 5
S L�LESS GTHEWISf LOCATED M TJJJS Cr.'SJGW. P0,5711OX LY A-rAl-11--0 PLYk=SJfEATHttA 831TOR C11 PD 0 C LL .0 P&F MSK
0
t0hWEETCM PER ORANINSS 130. 150 9 $64A-F. DSIGN SIA460109 hTTH Pql�ZnLY Jkl'Ar40 PfOD C'�JLJNG -- SEE STArE Or
- A, ' .j
1 7 E "I".11 " P_
'L Dr T",
:1 4. -V I S-'A E.-
)ED W01 N ves)GR 10 THE TFIJ S ".C11.4 'TD.�
CONFOW lofA�.',ICABLE PADVISMS Or O)S& TP]. AN ENSIVEEWS ALPfW Tlcp."r..L LonoE wt/gii rpt, PrQPER TOT LQ� 55 0 PSF 01A LEN 14-1-14
SEAL ON 1HIS n"AWZ A�Pl_lr.S 10 THE (*4NNE4T DtP.'Clft MERE DRIW4.-,. APPLICAT304. fLI44IS-1 A ED V or Tjj)� DUR.FAC. I .00
11 (3 RIO
W W-Y. VO SMALL Wil BE AEL ANY DTWA MAT. A
SPACING 24.0" [TYPE SY42
Ipl - Ittless FlAlf INST11VIE, ADS SPC�IF)c5iju)i rcn�oov mr2,iv_,zinq .......
Jaw .(5-1059) 111-417 a Z F2 11-11"5 SY42 - THIS OmG� PREPAREO irnom COMPUIER INPUT tLOADS & DIMENSIQNS) SUOMITTEO-13Y tROSS MFQ
TOP CHORD 4x? SP F2 r1l AFFER TO DRAWING AJ50 FOR TYPICAL PLATE LOCATIONS.
SOT CHORD 4x2 SP 02 N
WEDS 4xe Sp 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/951.68 TOTAL LOAD,
LLJ 2X6 93 HEM-FIR OR GETTER CONTINUOUS STRONGBACK. ATTACH
(-" NOTE: THIS TRUSS WMY BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH IRUSS WITH 3-10d NAILS. S7(IDNGBACK MATERIAL 70
a: UPSIDE DOWN. TOP Or TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR.
LL 4+ SPECIAL CARE TO.BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FURNISHED BY OTHERS.
2-6-1
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4 X3 3x 3 3X
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13
TAG T2 SED: 10394
PLT , TYP.-ALPINE DESIGN CRIT-TPI DTY I TOTAL I REV. 17.3q SCALE -0.5000
L )tEEvJGIW.6lr3 Inc. TAjWS IILDU:I* EXII)EVE CIq: 04/16/95 TC LL 40 .0 PSF REF
4)(IMPORTANT)(1A s'"PL'I hvi eE AESPDV.StBLe vo; Awr WARNIN' .
IN RAKCLINI-,� -�-IECTICN AS3
fXVjA7jOM TOOK THIS CLSIGN OR THESE 5PZC)F)rATlCtJS, '34 Ah'Y SEE ti:9-91 By TPE. V_r TKIS cesick 'o IC CL 10.0 PSF QATE 04/18/95
TAfLUrIC 70 BUILD iff iqjss ik coNroucta mim woo ay In. rcA AouiTtum spE tAL N2
RE C PEFWLN�ky BRAC. "t
ALIP)Nt CON1.1ECTEF6.0- MADE Of 210A.GV.V. STEEL W.103,19 WK 01J)ArKhl&�km.Es& IRDTCATEOL TOP BC DL 5.0 PSF DR14r,
A41*SO 9 OCEPI AS NOTED. APPLT rrNVCIOPS�O EAC-4 V16CE CC CIV343 WktL SEE ATEP.6LLY 84AZED WtT"PAVER
W-1011 cpapi) 0.0 PSF
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C04%EC7011S F*A 0:44PONSS 120. IW & ISOk-F LIES]IG4 SUNWA3S 'AITH WPEA-V WACtCt)tll��JD CEILJN3-- SEE 55. 0 p
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7m uav, t4:W SoAvl VADI ek n-X3E:) UPIIK IN A-AV Otwr,wp�v. I uism4 To THE tw�:s cqrcTjw ccranho 0". DUA.FAC. 1 -00
I —, _,q I . " SPACING 24.0" TYPE SY42
'pi M IRJS$ PtAlt )W,137IS71. "Iftrill-Prlfv4 S-liel"U1,1101A rol,.hl'2
(5-10§2) IJNTT Q__/ F3-)0'5-14 SY4a 'THIS DNG. PREPAIIED FRD% COMPUlfS INPUT iLaADS S 01MCNSIOMS1 SVIM411TED BY MF-n.
TOP CHORO 4X2 �P 02 " REFER TO DRAWING A150 FOR TYPICAL PLATE LDCATIONS.
Boy CHORD 4X2 Sp #2 m
WEBS 4X2 se 03 TRUSS OEFLECTJOIA 14EETS L/999 LIVE AND L/775.81 TOTAL LOAD.
w + 2'Afi #3 HEM-FIR 0Fk BETTER CONTINUOUS SYRONGBACK. ATTACK
(D NOTE. THIS TRUSS "T BE IHSTALLED AS SHOWN. IT CATJNDT BE USED TO EACH TRUSS KIIH 3-10d NAILS. STRONGBACK KATERIAL TO
CE UPSIDE DOWN. TOP OF TAUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTIC14 CONTRACTOR-
(L
++ SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANCHORAGE TO BE DESIGNED AND FUF4JISHEO BY OTKERS.
2'6
5'4"8 4' 1"8
r�X 4
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R=563# W=3"4 R=570# W-l"10
TAG T� SEQ: 10401
T) PLT TY .-ALPINE DESIG14 CRIT=TPI OTY 5 TOTAL - 5 REV. 17.39 SCALE 0.5000
AlPINE EKI;1),f.ECF0 PTIM11*1S, )4C. MISSIS MGJIQL EXM�_NC CAM 04/18/95 TC LL 40.0 PsF REF
'4*lMP0RTAlNT)(* VML Cal BE Atsmstrwr ron L%v WARNING IK �AI,�JtG. (PECIION 01) "Wl "
UV(AIIOII MITI TFI.IS D*SISN OR IHISE WEC)rIcAlictr, 01 ANY B"C04G.SU S1111-91, av IPI. SEE I"Is DECIX44 us I'll TC DL 10.0 PSF DATE 04/lB/95
FAELtnt TO OVILD" IAJSS IN CO-0011W.WX'AIIK OSISE)B'( 191. TOP AW)1304&. SPECIAl P.1144UNT 8:14CIlls m 1,
ALPrNt-C CTCPS APIE MADE Ef '034 rALY,VIELL WET3W. ASTR OUIPCKSAIS. U%LtSg WMAAM INOXIMO. 10, BC DL 5.0 PSF bRWG
aNKc
L "t6 C' E.CEPT AS ta.1 ED. AFPf Cfftmtr-CIORS 10 EAXII�ACE Or CV01)S.14- BE LAIEMLY 130ACLO*)Ill PPWZA
E !FV3S AND E0.11-6 01W-11AISE LO-�Wb W 1-413 DESIMPA. P'DSIIIDW L I "AC_IE D PLYROCk a3TICK C14313 4 z BC L L 0-0 PSF MSK
C,0"ECTDOIS PtR DFAVAII493 M. ilbb X M%-F. DES3014 SIA411APOS $,['H�ua'EALY AlIArJl:o 41 6 1 0 CIULING -- SEE STATE OF 10-5-14
t
0�4rlDRII%,'APPLtClk9_f PRn'i!SIO%S III tM t IPt. 16-4 11.353KEEVS TEC�knCkl LM-.11 RIVC111 TOR P,43'[P TOT L0. 55.0 PSF O/A LEN.
si A. oK itits,onvit,-, Apm)rs To im compuiVAI MAKILO IlLf*- DP��&LL APFLICAT'.04- rVANIRIl A CUAV 0.- ISIS o PJID OUR FALC. 1 .00
I" u IT. JI?4D"P.L NOT Of ArtICC UV14 It; At"(IIIIE" "Ay. O-SIGN TO TIC 'ri-AS Elitclicti cukyrtAclion.
-TPI w lflJSS Pl.!If 1W.11101'. EPS - V?:Q XAIJCl>J, D.S�Pv, aViQ(ICQI"9 TOR 9SO, ,L"'i I-'A'o ...... SPACING 24.0- ITYPE SY42
Job: 15-1059) 11NIT 9 / F4 17'7"2 �Y42___ —THIS DRS, PnEPAREQ FROM COMPUTER IMUT ftDADS C-DIVENSIONQ SUBMITTED By TFRrJSS MFR
TOP CHDRO 4x2 Sp #2 N REFER 10 DRAWING ALSO FOR TYPICAL PLATE LOCATIONS.
GOT CHORD 4x2 SP 02 N
WEBS 4x2 sp #3 TRUSS OEFLECTIOk MEETS L/ABO.00 LIVE AND L/4BD.00 TOTAL LOAD.
ZX6 03 HEM-FIR OR GETTER CONTINUOUS STOONGRACK. ATTACH
NOTE: THIS TRUSS MUST BE 1NSTALLEO AS SHOW14. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGOACX MATERIAL 10
UPSIDE DOWN. TOP OF TRUSS MUST BE RARKED BY TRVSS FABRICAT01t. BE SUPPLIED BY EAECTION CONTRACTOR,
++ SPECIAL CARE TO BE TAKEN TO PREVENT TRVSS FROM SLIPPING OFF'
BEARING. ANCHORAGE TO BE DESIGOED AND FURNISHED BY OTHERS.
2 6
4X4 ru
7' JO"8 'c' 7 ' 10"8
71
IX4(R) :3X5 3X3
3X� 3X4 4X6
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1:7�4
4X5 3X:�� I X 4 iX"4 X54 4X5
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17 7"2
2X3
R=974# W=3*4 R=961# w=1" 10
2X3
TAG T4
SEQ: 10403
PL _TYP. -ALPINE DESIGN CAIT=TPI OTY 2 TOTAL 2 REV. 17.3o SCALE - 0.3750
9'40L.- r '":'DIXT" PEOUIAE E.X'R-HE ChPf W18/95 TC LL 40.0 PSF REF
IMPORTANT x m rIESPONCS, t FC04 A.y WARNING 'm"H4*4301,fl, EFECI)ON Aka "01.
DEOVION FR:14 T�15 CIEI.,CN 01 14'.4- sprcrExATioks. 011 AKY PRACIW V.f FJ6-Qj 51 IPJ. SEE 'HIS VERICt., x "I TC DL i0-0 PSF DATE 04118/95
FAJ,_lfnE 10 WILD TK TFk6S IN CIT-044AKCE WIlk 2SIBS Vf M. r0A AMMONAL 'FT04. PEUPAWPR ensP)Ng Rf \ws ."I
JULPINE COMEC10:19 APE WrC CC 2-.Ct�541.V. S'EeL NEEltkr,JkST4 PUTITEMENTS. Uf-tEES 014-AMISL Mr-LIC0, TGO BC DL 5.0 PSF QRWG
A466 C',8 EXCEPI AS WTED- AP2,V 0344[CTCf-S 10 EACH FAO: Of IHOUD q1Q_L BE I AIEAA'-' ' z
_y Op'CED V..4 pAr'pEF1 MSK
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0344rCTAPS PIER 21ANINGS, 230. 15D C MDA-F. CrS)69 0IAP0tqO5 OPP FW---Z"-y ")CID CEILtN, -- SEE
Q_]C,�L U�j IL STA.TE OF —7-2
q ALPTf, PjjUPrs z TOT Lo. 55.0 PSF LO A LEN. 17
COM Orly VbN�LICARLL M�3!00"C' 4DS r TP). Ax Emato A
S:1'. Uk I HIS O.JAM If-S Mfk)ES ID 1W COOrMIC141 OEPIC7Et)WAF on,NALt 0.CC,,f Or T-IIS p DMV DUR.FAC. 1 00
3;1 omil. 0�s 14,L m3t E* ol"Est W�y. P
Wt.K)U114 1�.'Ah, DI S I DA 10 1 1C I I A�El I C� CMT MCI v
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Lo UN I T 13 /_F5 5'7' SY42 IHIS DKG. PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSTONS) SUDMITTEID BY TRUSS MrA.
.gLI!5-10591—
Lo Top CHWO 4X2 SP #2 N REFER TO CRANING A150 FOR TYPICAL PLATE LOCATIONS.
0 BOT C"Osto 4x2 SP #2 N
co NESS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 70TAL LOAD.
uj NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNDT BE USED
(D UPSIDE DDKN. TOP OF TRUSS MUST BE MAWED BY 7RUSS FABRICATOR.
CE
LL
3
2' 4" 1 -7-8
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IX4 [R) - _F
C 7:
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5 7
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R=307# W=3"4 R=307# W=3"4
TAG 75 SEQ: 10407
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 3 TOTAL 3 REV. 17.3a SCALE -0.5000
JILPEW ENS;E-EAEO PPOCLr'13. INC. iay.,s.:s nrcvim EYT;Ewr cAnc 04/18/95 TC LL 40.0 PSF REF
Fo **IMPORTANTK*s-u ,31 A E s-oksirm-E on Ahlr �MRNING tn 1140LIM, EACCIlDh AND 'W', "
of.YlAttoi row THis arsick on 'KI-St sr-rCIrICA71OPM 04 WO onkr,)43. SEE HIS-21 BY IP). SH 7�IS CESIa4 TC OL ID.0 PSF DATE 04/18/95
FAILLO* 10 BUILD THE IPM RA C4)NFDPRAKCF NITH OSIOD By 1P). F01 40111IMM SPECIAL PUNPNEXI nPACPA;.W_
C0K),WCR3AAFlE VAIX W 206A rALV- EEL ".`CTIrACASlm gj)qERENTS.U4. BC OL 5.0 PsF DRWG
BY -r.SS nTWFt.03%' MICATECt 10
CH,AD SHbLL SL LATEr>.kLLY BUZED WH r;-:1
6 GR 11 EXaPI 9 hGTEC`- A;'lY CO"'ECIC"'S 10 EACP r F a'- 5506
Ta.1 C�3-ja' 0.0 PSF MSK
ZS Aho�4 V7KPW)Sl LOcATEo c#4 _Y ATIA01W PLYN 8C LL
it jE^A-r.on P., TAMMS NI V.Pr.D-Zp V
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'C� "ll"ll
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A, , I, J,Kj C04"kr ea 1,1PE L I I rl.n 0 ly ". o plo�, DUR.FAC. 1 .00
SEK OK ims A WIW, hP 1 9 70 U _XI KPICI k. -PR CAt 04 "Ji A C �y V_ 11 1&
WiT FIE rlr.LIEO uom im ARY n7mr; Tea Ti4L..*njss.0-ECTrCl,CONT"e'lun.
jw MY. JP.MO SIAALL D L 1 2
SPACING 24.0' T ypE�S Y�4
jot3: (5-1059) Q?4IT F6 12'5"4 SY42 THIS DWG_ PREPARED FROM COMPUTER INPUT-itO413S C D1!*N9l0t?S) SUTWI77EO 2Y 7MJS'% KFR
-Top cHoRD 4X2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
DOT CHORD 4x2 SP #2 N
MESS 4X2 SP #3 TRUSS OEFLECTIOt4 MEETS L/S'gr9 LIVE AND L/841.39 TOTAL LOAD.
NOTE: THIS TRUSS MUST aE INSTALLED AS SHDwN. IT CAUNDT BE USED
SHIM ALL SUPPORTS TD SOLID BEARING. UPSIDE DOWN. TDP OF TRUSS MUST BE MARKED BY TRUSS FABRICAJDA.
1 '3"
1 4'1 "8 1'5" 12
4 AX3 3X3 I i 4 X3 XG IX 4 1 1 '7"a x
IP ;1 —1 1 1 1 1,
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TAG T6 SEQ- 10411
PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL - 2 REV. 17.3a SCALE =.0.5000
E43)NEEPED P433JVS. :kjC rFonscs Bcown: EXIPEW CAqL 04/18/95 TC LL 40 .0 PSF REF
)(HIMPORTANT)(M S-ALL Wl_ BE rrwti;)o-c ropon. WARNING �Ii HANDLIhs. vIECTIU4 AND
OCVtA12011 r;10* THIS[XS)GN 091 UIESE SPE""FICA130143. OR Ally SEE "I;-Qj By IPI. S-E THIS D2SIck.
thlLk."E TO BUILD,Tt* IrWSS lK CMCCMANtl W:lH QS?af BY 1P). FQ:I ADrll;C*LAL 9NCJAL PEPM,4:%T MACI.q�. or *��0"is" TC CL 10-.0 PSF DATE 04/18/95
kLPtt* MMMECTOPS APE HtOf or 2(AA rf-LV. STEEL AUTING ASIN WInEVEKIS. LINLESS 0l"EPV:sk INDICA-El. TOP 1 11 _`� BC DL 5.0 PSF DRWG
X446 64 1 CETI AS N)ICO. APPLY V044ECTCfS To c4cm rAcF cF ciD4D S4-.%Lt &_ LAIEAALLY Bril.CED MI-H -A)PER 5605
MSK
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EeWer 0 E STATE Or 2-5-4
I :SAP 0 0PAvtN*SS 00, 3!1�S, ISOA-F. DESJSM ST.%fXAq39 'A170 PFrFECILV WACIIED r'GIO CLILM-3 -- SEE z 5. 0 PSF O/A
ccwolu / PPtjCA&.f KIDVMCW� X "s S ?PI. AN(kfIH'.Lq'9 ALPIK IEC-OJIC41 MWE (7/1/40 Fal 111,01:1:R TOT.LD. 5 LEN. 12 -4
-ko% 09 114ES MWSW, AIPLILS 10!14L I)EPICTED HEW DnYbALL AP.-Lit',TION. rLMISA A ccy ot Tws fit DUR.FAC. 1 .00
ANS SI"LL.":Il BE PELIEO LIP11% im Am nTNEP WXY. ar%tr� 10 IH Inuss rrFm" cwn,�inn. NEE
TR.-SS P,f.IL I�SILIVICm I.tl- PP) I�A.T[Cr4k. DrSICA 'A�')D CGKSIAJ�TICH SPACING 24.0 SY42
0b: 15-10�%-UNIJ 9 / F7 12-2- QY4a THIS M. MPAnED FAOM COMPUTER INPul JiLckoS & ojv.Et4SI0wS) 2U13MIIIEI� ay InUSS -Opp.
01) 101P CHORD 4x2 SP *2 " REFER TO DRAW I ING A150 FOR TYPICAL PLATE LOCATIONS.
0 BOT CHORD 4x2 SP #2 N
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uj NOTE: T1iIS IRUSS MOST BE INSTALLED AS SHOWN. IT CANNOT BE USED
(D SHIM ALL SUPPORTS TO SOLID BEARINGS. UPSIDE DOWN. 1OP OF TRUSS MUST BE KARKED BY TRUSS FABRICATOR.
cc
PRGVIDE KANGER AT RIGHT END OF TMSS, FOR 220.11 LRS.
1 3"
5"12
4 ' V-8 4'3 1 7 8
4 3X3 1 (4 X3 xs 1 (4 1X4
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IT) T AG T 7 IT=TPI QTY I TOTAL I
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Al-PtIf EM2K�C:1:0 PF(IMIC,1S. INC ItUSSES REQUIrE LX EPE C..;* Q4/18/95 TC LL 40.0 PSF REF
WARNING :m L t E "i+. ")
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— DEVIATION rP(IY TrItS OFSIOI,DA I�C-7 04 AW MIkr-1019. SEE li)8-9i BY IN, 6--E THES OEGIC�4
TC OL 10.0 PSF OATE 04/18/95
FA)VURF To OVrLO ll�li 1111USS IN OW01MANCE N?1H 0-,Iaq BY V) 1`01 ADDIII'01,441. S-ECIAL EhIr JORkCM1,FVZ
V.01ME COklItCTCRS AM PACE El' MA MV. STEEL)4:Ellhr ASTS OJI)REVIEWS. kN-M UTIE4,0111 It0la'(0, 101 BC CL 5.0 PSF QRKG
4446 G A 6 EXCEPI &S NOTED. AW10 COMMAS 10 EACi,.r,%Cf CF CHORD 511111. 9: LATEPALLY BAACCD 1011,11�43:brll 5606 0 .0 PSF MSK
7:"s! jk
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CC WIS L 191. A.P(W 11colhich 1.0-130t 17W911 roll PpC
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DUR.FAC.
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ob- (5-10591 UNIT Q / F8 B-4-2 SY42 IHIS OWS. PREPARER FROM C034PUTER INPUT ILOADS C DIMEN!j]ONS] 5UQMJTTffj BY IFIUSS AFR
0) TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LDCATIONS.
(D BOT CHORD 4x? SP #2 N
LD WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L184D.36 TOTAL LOAD.
LIJ 14DTE: T141S TRUSS MVST BE INSTALLED AS SJADWN. IT CAN14DT BE USED
kD ++ SPECIAL CARE To BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF UDSIDE C10104, TOP OF TRUSS MUST BE HAFWElD BY 713OSS FABRICATOR.
CE BEARING. ANCHORAGE TO BE DESIGNED AND FWNISHED BY OTHERS.
CL
2 6
2' 10"8
F 3
4 3X3 --- i (A 2'X 3 4
X
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U-) TAG TO SED: 1041B
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N'PIN' EN211-EEPED P:13PKTS. 1061C. I'4USSES KO JAr CXTPrK: CAME 04/18/95 TC LL 40. 0 PSF REF
x*IMPDATANT*)t'�4AP.L":Il #rFzsp"jfttrvpo., WARNING I-, i-Ahcu"". 'mmm oo ollf't"
1-0 -� SPECIFICAIWIS- Of $" M"NB. SEE WS-9i PY TPI.Stf TXIS CQzSIjX -TE
M04110h r" 7-19 CfStGM CA lll� TC CL 10. 0 PSF DA 04118/95
FULURE TO BLIXG THE TrLISS, IN COIrORWICE h7i"a3in Bv Tpt. rcn AWITIOPAL S-ECIAt P1F"lNr'47 9PAC143 AE
JO.PINE MVEC101S ARE ME Cg� 211GA SALY. STEEL 11--flIXG ASTY CUMMENTS. Ltb-ESS INDICAITEQ TOP BC CL 5. 0 PSF DRWG
.0.6 6 a 8 EXCEPT �S hDTED. APA�y[094rcic" 70 ZAC.ME Or DOLM S"AU F$F. LAIERALIV MVYO WITH"�Zll 5506
LL rA-p;;S "R Lti-E al,�TW(SIE Lo-IT(O 0 4 UllS DrS, "SITICW LY AllACIED PLIM33D SI-EAT111to-, 80TIC"C�aln BC Lt 0. 0 PSF MSK
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ll-.�-F, DESIVI 3TA-VhFf* -1711 PUD-Vlt�AllhrPID RIM osloNs-- V-t TATE TOT.LO. 55. 0 PSF D/A LEM. 8-4-2
r"ll 11.1_
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P- Dli T'ds 01,A)1.1; AP111- ES U,'nC CDM�TNI M�]Elrl>KM mf"k- hpm t EAT 30%. ru�M4 L COPY Ef 1.3s 0
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(N ON1 Y. E
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TOP CHDRD 4x2 SP #2 N REFER TO DRAWING AJ50 FOR TYPICK PLATE LOCATIONS.
SOT CHDRD 4x2 SP #2 N
WEDS 4X2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/B67,87 TOTAL LOAD.
LLJ 2X6 13 "EM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
(D NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TQ EACH TRUSS WITH 3-JOd NAILS. STRONSDACK MATERIAL TO
cl UPSIDE DOWN. TOP OF TRuSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECIION CONTRACTOR.
SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
BEARING. ANC41DRAGE 10 BE DESIGNED AND FURNISHEO BY OTHERS.
4X4 —6'7"8 2'0" 1A
I X4(R) 3X4 3X3 IX4 2X2 3Q
X6
T + T*
3X3 X� 3 X 4 x 4X4
15'5"6
2X3
R=856# W=3"4 R=843# W=1"10
2X3
r
TAG 19 SEO: t042
PLT . TYP.-ALPIME DESIGN CRII=TPI OTY 5 TOTAL - 5 REV. 17.3a SCALE -03750
T; TF*J-.SIS PECUIPE EXIA: L CARE 04/18/95 TC LL 40 .0 PSF REF
j WARNING -. tfk,3 U.S. Fn"C1100 AW
xx 114PORTANT X 94PA'-k 1 "'L4. ,
a-�V)AT]Vh FROM IHIS VESM4 04 TW-St 5PICIrIcAllo'cS. Oft ANY enk-.3"s. Sir HIS-91 DY P) -ET TPIS DES(uj TC OL 10.0 PSF DATE 04/18/95
141LURE ED LIVILI) THE TFCW 19 CD-4FDAYANCE W,114 23188 Wr IPI. fOl W11IC-41k S-ECIAL rErN&'4'91 GnACV.S rf
AL ]ME CMAEC104S ARE WOE DF 206h GALY. SIM WEETIM AtIN 2jiflEmEt-Is jq_(SS CIWAAIS� 1�01CMEQ W BC DL 5.0 PSF DMIG
rao P wo NE M3
A4 rA a E KC7jpT AS r�IED. APPLY MT&CKOS 10 EACH rtrt DF ,CIMIC SIML 0- LAM'�ILY bl TH
46 - 04 COW Se46 DC LL 0-0 PGF
kN F� An-0 PjVhC4Cf1 MSK
_[SS CTH�QN]SE LrCAtm c#o ims nsmtk 153T3nh Ly ATT .I DOI N
CL,r.F 10PS PER WkVIN�S $20. 251 & )Fe�k-1. M.10A S16"ohlr.5 W1111 P,1"'�ZQLY AIIAC-FO RIGID CE'.L'W.-- SEE r ST A.
C �p I f - Tf CF 55.0 PSF O/A LEM. 15-5-6
C014-0-19 mi Pt CO-( Pw..,S]J,rS C., N JS c I T,1. Yn 1r.lhccfk,s ALPINE lfcl-NICAI. U111ATC 17/i/gii ro.1 PRDPER TOT.L.0,
S a nl�), 1 .00
'1-61 ON "I'S Lill*"," A"'ES 1p 1,0. UouMEW l+'M- Cf�yAttL 61-11 TrUJOH. rLftjjf.H 1. LoPf of Til,,s DUR.FAC
1. �.'Df Bt An irn fw�x-Aw 01,11 A h�y. UF�OCX ID,714. InJSS I KC1104 COXII-ACTOn.
24.01
jn� - hyp—Esy,�T-
_�5 JJAT� 19Sjf%,T(, 1.t�s . jq� 'Al 1�
Qb: 15-AO59) UNIT-6- / F12_13'W'13 SY42 mis aw%. PnEPInEQ FPOM CORPUTER INW_ JLOAOS & 01MENSION2 SUBMITTED BY TRUSS mFA.
TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
SOT CHORD 4X2 SP #2 N i�
WEBS 4X2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/835.i6 TOTAL LOAD.
2X5 13 HEN-FIR OR BETTER CONTINUOUS STAON%SACK, ATTACH
NOTE: T?4tS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED 10 EACH TRUSS NITH 3-iOd NAILS. SIRONGBACK MATERIAL 10
UPSIDE DOWN. 70P OF TRUSS MUST 13E MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY EPECTION CONTRACTOR.
SPECIAL CARE TO.BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF
SEARING. ANCHORAGE TO BE DESIGNED AM FURNISHED BY OTHERS.
2'6
6 7 8
5'4"EJ
4 JF�X4 3X4 3X3 1 (4 X3, 3X3 3 6
+
Ln LO
3X3 04 ---3'X 3: JJXt
2X2 13' 11 13 2x�
R=776# W=3"4 FI=763# W=i"10
TAG T10 SEQ: 10425
PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY I TOTAL - I AEV, 17.3o SCAL -0.5000
ALPLUE EhrIW64-1 PMAXI'S. INC. %DFIE0.11AE EXTPEK C11- 04/16/95 TC LL 40.0 PSF REF
x x I MPOR T ANT)()( S4ALt 1.07 BE R-WUI�9181_c on j,,,-y WARNING I)Rj"tsEA1,t:trl. EPECT(04 114') ."'011
MYCA130K FUM1. IHM O�SIGX DR TUESE SMCIf7ICAII81,S, OR AW1 MACING.StE HLB-IRI BY TPI- SIA. TF3r WS16N TC DL 10-0 PSF DAIE 04/18/95
rAILLAF Tj BUILD J11E 74-131S IX 041ORPANCE W)TH QSTUB 13Y IP1. FOR AIUIIC+)AJL S-ZCTkL FEF"kNENT DRAC-.rjs�PC 5 " 11 1
PIK 03%�ICTUPS AM VAAT 01 205!OCALY. SIECX FEET t43 AsIp *1,tFk*M1LWlS. WASS DIHEPW;SF )NOICATED. XP BC DL 5.0 PsF DRING
r
A44o cA a CKCE-I S PIDIEO. A KKFCTCf--- 10 AC14 FAC. OF CHCM S"I L BE I P.164ALLY OPICEO W� 11MYjjn MSK
jnjt,_%S x43�N_rsS afiCW[Si LO:AVO D4 WIS T)F.SINK. r'Ml'll� 1Y A 1AC111 Pi,�:,.).) 3011D,C"cfo BC LL 0.0 PSF
t c P-q 0111m1hrs 13:% 15,& 15DA-r. ccsis4 rym)ll Ros I,H"P-73't P,Y Plr[O CXILIKP, -- 'LE
C Till 44 rmGitr-cn,q -STATE Dr TOT.LO. 55.0 PsF D/A LEW
.1 Cf.,t4 CAnj C PPj7d;Sj0-A a- 495 ALPti't ICCIAICAL U1341L 17/3/911 'DR FIM-En ,r
C+.I:iJI OPICIED HER.- DRYWALL APPLICATfEti. rUO11SJ4 A Cpy OF I'lls
To
DESErN to JhL I rm�s ZqLcl I Oil Ca'17RAC OP. .110
X AW 01 rA MAY. D
�14 1.1, F rILI .14 1 1
--TF1 —2-2; .1. f7
ab: (5-059) UNIT B 4 F11 11*9"6 SY42 THIS pn'-PRE�PAREO FRDH-COMPUTER TNP'JT (LOADS & DIMENwSIONS) SUBMItTEO 13Y TRUSS MFA
\J TOP CHORD 4X2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS,
SOT CHORD 4x2 SP #2 N
!D WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE ANO L/480,00 TOTAL LOAD.
.0 NOTE: THIS TRUSS MUST BE INSTALLED AS SHONNI. 17 CANNOT OE USED
SPECIAL CARE TO BE TAKEN TO PREVENT TRUSS FROM SLIPPING OFF UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR,
BEARING. ANCHDAA6E 10 BE DESIGNED AWD FURNISHED BY OTHERS.
a_
2 6"
6'7"8 -2'3"6 —+-2' 10-6
LX 4 14 4 �IXJ 3X3 1 4 X3 35
I-A
d3
S3X 3X3 3�X 3— 1 (4 3X4
2X2
A=654;# W=3*'4 R=641# W=I" 10
TAG T11 SEO: 10432
PLT. TY.P.-ALPINE DESIGN CRIT-TPI QTY 5 TOTAL 5 REV. 17.3a SCALE -0.5000
ALPI%F rt4!tr-E'A!D PPMMIS. I C. WSS-S"JIFIE EXIANt CAM.
X-x IMPORTANT)(* tvAts- kot BE A1.9PORo(OkE FOR A:y 4ARNING ' 04/18/95 TC LL 40.0 PSF REF
IN "V41)LIM EFIECIJON AM)
DEVEA1104 r'AUP THIS OESIa4 OR TO-151! SPZ0r)C.%7Ic+r., on Axy ORkMr—V.�l 1-311-93 ay IPI. SEE IM32 Otslwl
FATLv% 10 2011.0 IM 3AJSs it;w.row-m:)E HITk MlSa 3Y TPI� TOP ADOMONAL SPIECIV. PEF*W4EN? Rtlh�-190 pf TC DL 10 .0 PSF DATE 04/18,
ALPEN.C04RIC 7 OPS AM X01 Of 20GA WLY. STEEL Ptfl)'13 400 03PEWHIS. O%ttC4 01-Allstse its-mwto, Me 13C DL 5.0 PSF DRWG
Altis cq if EXCEPT AS WOM APIlly ccr#.SClOftq TO CACII FA.f Of cusoc,Piw-t- or Lgrtnt LT 1AMCED W)IH PROPER --
AN) V4L(S5 01�rFlll)Sf LccAirp cv img III-SlOrt Pn5llln 11 AIIACA-0 PLVhLCb S-lthlli[K w3ium cobst) If OC LL 0 -0 PSF MSK
;lAw 't -- SEE SrOJE OF 55.0 P5F O/A LEN. 11
.cioiS Pill E jr$,S 130, V�0 9 160 -�- MIGN SIANO&POS mlih m'PFPkY �IrA.0-qa RIGID aKips, -9-6
ECTF01-4*1'mp t tc PPAE P.43VISIMS OF MI.& 7PI. A)J E14:04LIA'S ALPDS� ACC�NICAL U341i 171%/911 V13R PROPM TOT.LD.
Sc 0 1 . 00
.1-111� M Tll Mk',3kLkl DEP;Cl[D NEPE OflyhRJA X��l ICAT 204. fl-IMSH A T Or THIS tgj2R-FAC
BESM, 10..T�k lf-SN CAECTICtA 0
nE"ED 19 4�y OMER
EN cm- 0
�1�"1291 nkligkot pr-,tc,�j sc-zciricoijr,,j rpr hCCO CjXqlPUC7T ld�
Job- (5-1059) UNIT 13 F12 8-0-KNEEWALL THIS QWG. PREPARED FR13-4 C:DMPUTER 114PUT ILC,%DS & DIMEMSIDWS) SMMITTE13 BY TRtjsS MFq.
TOP CHORE) 2x2 SP #2 W TRUSS DEFLECTION. REETS L/999 LIVE AND L/999 TOTAL LOAD,
BOT CHORD 2x2 SP 02 N
3 WEBS 2x2 SP 03 NOTE: THIS TRUSS MUST BE INSTALLEO AS SHOWN. IT CANNOT BE USED
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.
ALL PLATES ARE JX4 EXCEPT AS NOTED.
�D
w C%l CD to cu
-F 2 P -F
LO
(h 9' 1'
2K2 2X2
R=110 Of W=8'
TAY T12 SEQ: 1043B
PL TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL - 2 REV- 17.3q SCALE -0.5000
A'-P]hE ENGBEEPIED Pn3)JCIS. !W-. PEL"A- 0411 8/95 TC LL 40 .0 PSF REF
*)IIMPORTANT)(H &-1ALL NOT " K-1P0`4S]3..L FC44 A41 JM! M E[nE1CF1EPCEH Ctkq4z)
WARNING )lrl4* -1AICt:
Df.VTATtCN F TKIS CCS304 on IWSE s-NECIFICOL11013 %qY Daktipg. sumb-Oli TOY tPi. SEE THIS D- )P% 0, TC DL I D.0 PSF DATE 04/18/95
.1 7
-014I.V-1 '0111 2ST Df PI Fr MD11710111C 11111CIAL PER'JAXEWT OP0,C]"; AT
rATLLrIE TO BOLD HE IRJSS W Mf P
ALPtW- C10"';E C JAPS.AOr AAar of net CC.V. SIEC, YEET!tr,ASTV OvIpEw"Is.JILESS OTHERIO]SE IMIckico. lop BC OL 5 .0 PSF DRWG
0'tie C4 0 EXCEPT AS NOTED. APPLY COK4M(0:13 10 EACH FACE Of CHDAQ SJ44ut K LATEPALL1 9nACED W11H PAUPER 15605
tFi.r.,S 40 L�tL�-S 0111fAMISE L1100 (114 ?"35 DESIG?k PDSITIM LY AllXCALS FL"DCO SWATHIP-S, 90110M C BC LL 0.0 PSF MSK
CS r RIO or �E
f To:, PER,131 r" vm Plapflowl ATTACH:O ED CFILIMS STATE or TOT L
'-0-0
t I r)n S y
4 11 A"J" M. "%fj C 4- DEC '"S1440A m" - 55.0 PSF O/A EN. E3-0-0
cf.m PRcyts)C14s nr lin c iPt. AOj cNnms's m-Pm I C!'"CAL LEV I n LD.
1111� 1. I'll, 11�PAKN- .-ICTIA 11111 .111.1 A 'c"!.1. rup.[S"9k CUP, Cf
JOUR.FAC. 1 . 00
,"r OESM TOP
wa ei "(11EI)V"IN At", AV: -*f 11AP.15% EnECT ECM CUNTRAC OE
—Ir , �— ---nig). 7119 , 1 -1 ISPACING 24 ITYPF 4 G
On A-- P. -s,4c,,,ir4jjv.rca wo)cuNs,r�-,: —l"i �n .0 SY42GABL
-------------------------
0",-3044
ommmmTope
kew
c OF
rryl - I ATILAN I
77,7W
A,
Addrot�
ATLANTIC I PA, 1212 3 3,,,
OV
mi t Typ's t TOWN10i CRIPtIoN
0
01 as$ of W,6rk,%*tw
14 p
C,onst r. Typo:W000, VIRMW� alock t
SeOti,on,o* 0 SOO Q.
bs*.
Pr*pwitA. , -TOWNHOUSE, s
LAKE
subdeivisiolitSELV
' 0100
b 200 00
Amprove . pol 4. . 7�
Total, 0
'Afta,
7. 7
A 5 A
AoPtItkT,ION pst$,
TT 516.00
5700
- dr,
Ad Ay
RI Wk 32
T
0 9 ,
RAIDOW 'GAS HAt-IS
o
------ IN dlAs -5%1 0..2
00 A
DA- 'CAR,
�4.
0.00
4 stw
TAP
.00
2 ION
-SI COUN -1
'A L, 3 CROS
*p: .00e
c
CONST.,sftt(�a
4
Vill ,
tiq"oel
�Auo FWnNQ#MUST OP.IN!!!,.,TE f*Pwfll" .,
OA
TE,
M OATE
�#F T SIX MONTHS AFTO-1
FIMI e,,VOID
WD, C:SpAct BE
W THIS WOftK MUST NOT,8 INPUBLI Fm
CAN�Al WLT
TIMM
Twlci�
ARTOFTI�ISPERwr
K AAFEP
40W
'10
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date
9
Heated Square Footage per sq
c/2—fd per sq
Garage/Shed
Carport/Porch (a 0 .0 0 per sq ft
Deck C) @ $ 0 per sq f t
Patio 0 —@ $ _per sq f t
TOTAL VALUATION : $
12( 0-0
Total Valuation $
n I 1)-6—() a,--o—0
aihing Value per thousand
ot portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee
(0) Fireplaces @ $15 - 00
BUILDING PERMIT FEE
WATER IMPACT FEE 60
SEWER IMPACT FEE $ z g- s-Q,gw.
WATER METER/TAP
CAPITAL IMPROVEMENT
SEWER TAP
(yt?) RADON (HRS) . 0050 ;k 0
SECTION H PAVING
HYDRAULIC SHARES
CROSS CONNECTION $
(q [N) SURCHARGE . 0050 $ 66,
OTHER $
GRAND TOTAL DUE $-,,;�
ADDITIONAL PERMITS OR FEES : Mechanical—; Plumbing_--
Electric/New Electric/Temp_; SwimmingPool
Septic Tank__; Well__, Sign_ Finish Floor Elevation
Survey other_
CALCULATIONS and/or NOTES:
IMMMMENT OF OWLJI�
-IC 8F
CITY OP ATLANT ACH
LOCA ION INPORMATTON
0 rMi t' Nuvob*t�: '1,24 1''
Address*- , 1064' L,I_TTLX C K
y EY
' t T A , LOR I DA 32233,,�
ATLANTIC,, tit CH, P ,
'NEW
C�lass of WO�k --------- LEGAL 698CRIPTIOU
L
C,6",tr Typ*'.*'WOOD ,'FlR_AXE�_ ' Bl,ock, ot:4, 14 Twp 0 '' ,
i,Propoiid, lvs� ToWiMMUSE 'd-.
Subdi v i a i oiv $ELVA LAKES
rat.- viklue: 0.00 ,
lutprov cost':
totil, ri 47 .00',
4 7100
stsm Ann
10W ,' - _m.�._APPLICAT�ON FEES
ASS I'C H, S
IT
P, 0,
h
M-' OND.
0 OLORIDA, �2,013
L
Exp
31
Not
140 1 Mt
AU
AM FOOTMOS&W,$T,qjE W&Eol* J.
POUMO
TVO Cf,
PERM IDSIX MONTHS AFTERIoAre� ISSUE
'BLI I C E
BUILDING MA'SAIAL PAJBojsM AN BEPLA SPAC -MU$ BE
O',DEORIS FROM THIS WORKMUST NO
0#0 IN
T
BY AND
CLEARED U,PANO�40 T6A ok OWNSA
T" THE WtHANI"
AMS,_j" ' � !'i , , , , % f d�A
KUL LA i RESULT" W", :
77
!!!��TW'ICIE
FORTHE
R
Plo
MjT'AND SU ECTTO
RDING�T0,APPftOVeb:P-LA. a�VkICH ARE PART OFTHIS,' ER
46
LAW
Bill
kh lall% M
WWI
NIT
'ACH G�
_ATLANT C,BE
j
BY, -——— ——
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, I _0RIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complefe all items in sections 1, 11, 111, and IV.
Street Address:--- ZzZ2��/ C�
LOCATION =10
OF Intersecting Streets: Between— And
BUILDING Sub-division
-1 __zz�/
111. IDENTIFICATION — To be completed by all applicants ,
In consideration Of permit given for doing the work as described in tk,) above statement we hereby agree to perform said work in accordance
with the attacILed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good practice listed therein.
Name of Mechanical McGowan ' S Heating & Air— Contractors
Contractor (Print) Cond . Inc . Master CACO-18970
Name of M-48
Property Owner
Signature of Owner Signature of
or Authorized Agent or Engin OWL
111111. GIENERAL INFORMATION
A. Type of heating fuel: E3.
IS OTHER CONSTRUCTION, BEING DONE Or
Electric THIS BUILDING OR SITE?
0 654,—El LP [3 Natural [3 Central Utility
IF YES. 134E NUMBER OF CONSTRUCTION
13 Oil PERMIT
C) Other — Specify ----
IV. MICHANCAL E9UIPMENT TO 86 INSTALLED NATURE OF WORK
(Provitio complete list of components an back of this form) 171�esidential or El Commercial
Heat 13 Space 13 Recosslj_�Contnsl 0 Flow Building
(3 r Conditioning: (3 Room entrel El Existing Building
0 Replacement of existing system
��ct System: Msterial..�'�
Maximum capacity c.f.m. 7�§I,_�ew Installation(No system previously Installed)
E3 Refrigeration 0 Extension or add-on to existing system
0 Cooling tower: Capacity 9-Pi". El Other — Specify
13 Fire sprinklers: Number of heads
0 Elevator 0 Menlift 0 Escalato Inumber) THIS SPACE OOR OFFICE IJSE ONLy
E3 Gasoline pumps —(numb*r) (Received)
E3 Toolk" (number) Remarks
E3 LPG containis (number)
E3 Unfored pressure vossoo
13 Dollars Pisrmii Approved Do
b OHW — Specify Permit Fee
LIST ALL EQUIPMENT
AUt CONDIT]IONING AND REFRIGERATION EQUIPMENT Cknounity Approving
NumberUnits Description 3(odell Number 39anufacturer Agency
3
HEATING FURNACES, BOILERS, FIREPLACES
ty ApPWWAN
NurAber Unf Its Descripuou 3todol Number Killnuf"t MW (Bru) A80W
4 _19Ze
TANKS
am Many Nowina capacity Type Liquid Nam of serial Appro"ng
and Dimensions Contained MastuftetuxIer No. Apacy
q?01'
CITY OF ATLANTIC BEACH, FLORIDA
Approvod by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE; 19
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORRItofffi.C(16 ER-oOO8471
Munson and B61%
14231-MF75 �
ELECTRICAL FIRM: MASTER ELE RfblAN§J�jNATUJI I all t JOURNKYMAN
N Eflo-A Hol"i d4- C&Sf 1- ATSAADDRESS: aoLf L44-44,��ofe_SS kjwn __-B X_
I
BLDG.SIZE flfttl t4 _BETWEENAL�_a PMOL-
RES,� APT. COMM.i PUBLIC ( INDUS. ( I NEWP4- OLD ( REW.
ADDITION ( TRAILER TEMP. SIGNS ( -SQ. FT.
SERVICE: ' NEW"P4, INCREASE REPAIR FEE
I;L
CONDUCTOR SIZE XY ,56 AMPS COPPER ALUma-A-_
SWITCH Ojjjj�� AMPS PH 13w I R54p"OVOLT N C- RACEWAY
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
1 0-30 AMPO, 31*1*0 AIM
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
FIXED 0.100 AMPS. 1 0
APPLIANCES i I "'I IBELLTRAN
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. I KVA NO. lKVA
NO.NEON TRANSF. NO. VA. MA. [MOTOR SIZE SWITCH FLZIHER
EACH SIGN
FORWARDED
TOTAL FEES
','P$R-3844
40 11 433,
DEMMMElff OF91ALONO
CITY OF AT 1C ikkH
ZRM IT IffFO1kRAvxoN,"-------
LOCATIbN1NFORkATI0?t: _____
�'j
ftrmit Address'* 1064 LITTLX:Cypp
"ISS KEY
Type:P
LUMOING
ATLANTICIZACH, FLoRIDA 3223,,_A'
Cl ass -of '4ork:NE-W
LZOAL 6ESCRIPTION ---
Constr Type WOOD .FRAME Block' : Lot:��l 4
Proposed UsetTOWNHOUSE, Twp: 0
Sectiont 0 ', $ubd. Rng. !0
Subdivision;SZLVA LAKES
'Es
t. Val�Ie 0 Am
6.00 ,
;4rov. 'cost*
Total Fe 34 50�
AmoUnt 67 ,50
No r, I X NEW HOME
ION''
APPLICATION FEE.
"IT 67 . 50
_Add IGHWAY; SUITE 1
LbRIDA �32
I To,
ORHATI -----
Name DO
A'did"
JACK$ #LA.'' 31210
xp. :,
T, 4
AN
DFMINWiMUS't"#N$PeCMIIFf:OK,MUIUNG�
POVATV01D SIX MONTHS AFTER'DATE OF ISSUE ,
RUBBISH AW RK
LATMAL, 6EMSfROM THIS WO I MUST NOTIBE PLACED'IN PUSL -,'V*CE,AND MUST BE
1C
"UP,AND Kk"D'A*�Oy f&k 'CONTRACTOR OR OWNER
R
U E
4,
COO"� :W"_
CHANIV
S ULAW, V N, RESULT IN
At4
1nffldEF0' R"
_W
ME OWDIM 1111,111111POWt
V ...MENTS
Ag RDINQ
TO ROVED PLA CLH ARE PART OF THI e
p
TOFfV
t,otO
0 TW41f Oft
of
OF LAW.
RM
-ATLANTIC BEACH
QEMRTMENT
7, -77 7"'!"'.7
71
CITY OF ATLANTIC BEACH
APPLICATION FOR PLMOING PERMIT
JOB LOCATION: Aqw X��//
OWNER OF PROPERTY:
BUILDING CONTRACTOR:
PLUMBING CONTRACTOR -DON HARRIS PLUMBING n
AND ADDRESS: P. 0. BOX 14668
lArljsnL\lx1;l I-C' gi- 2-�22;@
TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4
STATE LICENSE NO:
TYPE OF BUILDING:
TYPE OF WORK:
HOW MANY OF THE FOLLOWING rIXTURRS INSTALLED
SINKS SHOWERS
�1__LAVATORY ATER HEATERS
BATH TUBS DISHWASHERS
URINALS
—CLOSETS —DISPOSALS
_WASHING MACHINE
—FLOOR DRAINS BROKER PANS
TOTAL FIXTURE COUNT: x $3.50 + $15.00 $
/d__a�I-ipy-------------------------------------------i-------
INSTALLATION OF PLUMBING AND FIXTURES MOST BE IN ACCORDANCE WITH
THE MOST RECENT ZDITIO14 **OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS (904) 247-5826
CITY OF
N2 19844
ATLANTIC BEACH
FLORIDA
19-1 krl
NAME
ADDRESS—
CIT
4V
"17
Date: 91,12/SS 31 R cei*t�
rw9i'we 146
When Signed, Dafed and Numbered, This Becomes an 0ifii4iftoW
MAKE CHECKS PAYABLE TO Received Payment
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
CITY OF 93
4&aod4c Beac/i- cial
CTJOh
1 4) * t' L, / D
Office of Buildin fficial
g I
REQUEST FOR I SPECTION
Date__ q-6 9
Permit No.
Time
Received P.
M
Job Address Locality
Owner's ntractor "'t,
Name
'BUILDING CONCRETE ECTRtIA
;CH:A":l&A L
Footing Rough Wiring Rough Air Cond. 3,
C nd 3,�
Slab Temp Pole Top Out Heating
Insulation
ntel Final Sewer Fire Place
READY FOR INSPECTION Pre Fab
Tues Wed. Thurs. :F,,d��yl�_
A.M.
Inspection Made P.M.
Final Inspection 7
Certificate of Occupancy
Date
---, i -
TRANSMITTAL DOCUMENT FOR JEA
DATE:
The following permits have passed "rough" inspection:
Permit No. Address
Please update
your records accordingly.
Thank you
BUILDING,"CLgRK
CITY OF ATLANTIC BEACH
/vcb
LAN
13 R
OF
ADDITIONS or CORRECTIONS
DO NOT REMOVE
JOB ADDRESS DATE
HAS NO'(BEEN COMPLETlED
The following additions or corrections shall be made before
the job will be accept�d
,4;, .16�r S76f 15-0 A6-0�,j x
$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder, or other
persons, to cover or cause to be covered,,any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time of approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection, Field Inspectors ELEC /�
are in the office from 8:00 a.m. to 5:00 BLDG Jr /
p.m. Monday through Friday.
DATE
PRE-SERVICE DIVISION
JACKSONVILLE ELECTRIC AUTHORITY
233 WEST DUVAL STREET
JACKSONVILLE, FLORIDA 32202
THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE
SATISFACTORY :
S-0
-7--- - -------
----------------------------------
-------------------------------------------------
-------------------------------------------------
--------------------------------------------------
Enclosed are the blue copies of the permits.
__S_I_N - -RELY
BUILDING INSPECTION DIVISION
cc:FILE
CITY OF
4& Bec Aw
aalw cA,-&
Office of Building Official
REQUEST FOR INSPECTION
1-2J a�
Date---- Permit No,
Time /-�-570
Received
D
Job Address Locality
el
\j Owner's
Name Cont�actor /4
LE L PLUMBING MECHANICAL
P1
BUILDING CONCRETE
Framing Footing �--4 1 , I�,,FgL Rough Air Cond. &
r F Slab Temp Pole /I oo ut
3e Rooting T 0 Heating
Insulation Lintel Fire Place
Final Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. (:�Th.I�a) Friday
A
P M
Inspc-c',lor,Made _�7
Final Insp..
Date
CITY OF
,4&ax& /2"-Q&zic&
Office of Building Official
REQUEST FOR INSPECTION
Date
Permit No.
Time t10
Received RM.
Job Addres a14-
0 ner's
Nawme lontractor
BUILDING CONCRETE ELECTRICAL MECHANICAL
_7 Footing Rough W I mng �' .,Air Cond. &
Framing
Re Roofing Stab Temp Pole Top Out �ieattng
Insulation 7, Lintel Final Sewer Fire Place
.P-w Fab
READY FOR INSPECTION
a Friday Pp
Mon. Tues Wed�
j�\ C� _ C A.M.
Inspection Made RMI.
Final Inspection :
Certificate of Occupancy t
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
'I'-)a t e �-94 Permit No.
Time _Z/ ca A.M----
Received
lvl_t� ��
Job Address L It
Owner's
Name —Contractor
_NCRETC_� ELECTRICAL PLUMBING
BUILDING (160 MECHANICAL
Framing F7 '_FMMT' Rough Wiring F: Rough E Air Cond.&
Re Roofing E, Slab Temp Pole C Top Out E Heating
nsulation E Lintel L_� Final 7 Sewer Fire Place
Pre Fab
READY FOR INSPECTION
on, Wed. Thurs. Friday
pection Made
i Inspection
C'etificate of Occupancy C----
D,3�e
CITY OF
4&4414.c Ile4c.4-
Office of Building Official-,
REQUEST FOR INSPECTION
Date Permit No.
T'me A.M.
R'eceived
PM,
Job Addr s� Localitf
wml Contractor MECHANICAL
BUILDING CONCRETE ELECTRICAL PLUMBING
Air Co
Framing Footing Rough Wiring �nd. &
Re Roofing �<
Slab Temp Pole Top Out Heating
Fire Place 1:1
Insulation Lintel Final Sewer Pre Fab
READY FOR INSPECTION
XM.
Mori Tues Wed. Thurs. (Ed�ay -P-m—
AW.
lnspectior.Mnr!E� P.M,
Fina!Inspection
Certificate of Occupancy
Date
CITY OF
ATLANTIC BEACH NO 20227
FLORIDA
NAME
ADDRESS
CITY
Datc- 11/scA6 w
C; i t: p
When Signed, Dated and Numbered, This Becomes an Of1wigg"ft"
Received Paymenf
TREASURER
MAP SHOWING PLOT PLAN OF
LOT 114.---- AS SHOWN. ON MAP OF
SELVA LAKES UNIT THREE
AS RECORDED IN PLAT BOOK 44, PACES 60 THROUGH 808 OF 7HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
BEARING REFCRENCEi BEARING SHOWN ON RIOHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT.
PLATSELVA LAKES Urlir TWO
8'OK 44, PAGES ,.
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Lor
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16.
'ON
Coro
Z
N 2 023Y
2 23 E
P.R.C.
P.R.C.
LITTLE CYPRESS KEY
CUL-DE-SAC
FLCM CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD
PREPARED BY,
ZONE AS SHOWN ON THE FLOOD INSURANCE RATE
MAP, COMMUNITY PANEL NO. 120075 - 0001D , DATED 4-17-89. CLARSON AND ASSOCIATES. INC.
DATE: 4JLJAI C- 2.5 im, PROFESSIONAL LAND SURVEYORS
1643 NALDQ AVENUE
ll-J6 WIN 6. 1-1" JACKSONVILLE, FLORIDA, 32207