Permit 316 N Oceanwalk Dr (vault) ADDRESS
CONTRACTOR
OWNER
BUILDING- MECHANICAL-------- PLUMBING-------
ELECTRICAL TEMP POLE
ELECTRICIAN--'-'A--y�tQ- ---------
L-s
DATE FAILED DATE PASSED
TEMP POLE JEA
FOOTING
ROUGH PLUMBING
SLAB
FRAMING
- cr
MECHANICAL/FIREPLACE 13, t, lot-
11-5 oril ---q L��
TOP OUT PLUMBING
ROUGH ELECTRIC
FINAL ELECTRIC
FINAL BUILDING
ELEVATION SUBMITTED
CERTIFICATE OF OCCUPANCY
DATE ORDERED
DATE ISSUED
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 06-00033523 Date 7/18/06
Property Address . . . . . . 316 N OCEANWALK DR
Tenant nbr, name . . . . . . 1 CU 1 AHU
Application description . . . MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
NOTTINGHAM FLORIDA AIR SERVICE & ENGINEER
316 OCEANWALK DR.N. 120 CUNMBERLAND PARK #103
ATLANTIC BEACH FL 32233 ST.AUGUSTINE FL 32095
(877) 735-2247
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 87 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 87 . 00 87 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 87 . 00 87 . 00 . 00 . 00
PERMIT IS "PROVED ONLY IN ACCORDANCE: WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
-PUT,
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date: I's-
Property Address: ("0 C)CZ+J "L-(c �6s� AJ 322-S �
Owner: S 1j;E tJo+-�)A �rj to 00
Telephone#: _qW-L-R- -1�9
Contractor: AIL �e,&Ica Telephone#: c10'f- SW-q(.51.
0
Contractor Address: 6-0 cu-4,.2A-,A*,ioc- g�- to 3 Fax#: 10y`b2-1-q19-5-
j
Contractor Signature: ) C
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
tf- Electric or site,list the building permit number:
• Gas: —LP —Natural —Central Utility
• Oil
Ll Other—Speci�
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
A Heat —Space _Recessed *-Central —Floor Ll Residential
A, Air Conditioning: _Room W"Central
L] Duct System: Material Thickness U Commercial
Maximum capacity________cfrn
L) Refrigeration 13 New Building
L3 Cooling Tower:Capacity E3 Existing Building
Ll Fire Sprinklers:Number of Heads
Ll Elevator: —- Manlift Escalator�-_(Number) 0, Replacement of Existing System
[a Gasoline Pumps _(Number)
E3 Tanks (Number) Ll New Installation
• LPG Containers Number) (No system previously installed)
• Unfired Pressure Vessel U Extension or Add-on to Existing System
Ll Boilers
U Gas Piping L3 Other-Specify_
L3 Other-Specify_
LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUTPMENT&CONDENSORIS Approving
Number Units Description Model# Manufacturer Ton's Agency
T'W 2 A
HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving
Number Units Description Model# Manufacturer BTU's Agency
A ZJq j.'s TAAVI (4S,000 j L--
TANKS Nominal Capacity Type Liquid Serial Approving
How Many &Dimensions Contained Manufacturer NO. Agency
800 Seminole Road e Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800* Fax: (904)247-5845 e htti)://www.ci.atiantic-beach.fl.us Revised 1/04
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
S-)
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00025943 Date 4/2S/03
Property Address . . . . . . 316 N OCEANWALK DR
Tenant nbr, name . . . . . . REROOF, 50YR,GAF SHINGLES
Application description . . . ROOF
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 8S00
Owner Contractor
------------------------ ------------------------
NOTTINGHAM, L. S . OWNER
316 OCEANWALK DR.N.
ATLANTIC BEACH FL 32233
(904) 3S5-7501
----------------------------------------------------------------------------
Permit ROOF PERMIT
Additional desc . .
Permit Fee . . . . 52 . 50 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 8S00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 52 . 50 52 . 50 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 52 . 50 52 . 50 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
i rr
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE:(904)247-5800
FAX:(904)247-5805
SUNCOM:852-5800
-beachAus
http://ci.atlantic
PLAN REVIEW COMMENTS
Permit Application #
Applicant: (-5ho(e_
Address: 31 Lk OC�cc, -oe' Qr rJ
Project: (c. -(-oo F7 r i n tir QSL C4 Le k-
cir/Your application is approved
n Your permit application has been reviewed and the following items need
attention:
Please re-submit your application when these items have been completed.
Reviewed b (0 023 C- VL 10
Signed Date Z 1-( 2-7
Contractor Notified Date
/Q.3
City of Atlantic Beach 9 800 Seminole Road o Atlantic Beach, Florida 32233-5445
Phone: (904) 247-5800 o FAX (904) 247-5805 * http://www/ci.atlantic-beach-fl.us
PERMIT APPLICATION FOR ROOFING
JOB LOCATION- 4&2 A-
4%OWNER OF PROPERTY I//-VWNE# S'� :2
CONTRACTOR
CONTRACTOR ADDRESS VkAYL S_0L1t4 M )( L3,_,aA4 /f( .12,r;:J
-ZIP
CONTRACTORS LICENSE NO. C:0e_ CL4q1j PHONE# 1�0� -.2tlldl'V2
SCOPEOFWORK
DECK SLOPE GREATER THAN 2 : 12 LESS THAN 2 : 12 2- ACTUAL
VALUATION OF WORK $
L4 I fA Ot-
M AT E RML T 0 B E U S E D ASTM DESIGNATION_D-5 1�&
REQUIRED INSPECTIONS SHEATHING FINAL
LIBILITY INSURANCE POLICY SUPPLIED YES NO APPROVED
CITY. OF ATLANTIC BEACH
WORKERS COW.POLICY SUPPLIED YES NO BUILDING OFFICE
CONTRACTOR LICENSE SUPPLIED YES NO
OCCUPAT10NAL LICENSE SUPP YES NO
SIGNATURE OF OWNER
SIGNATURE OF CONTRACTOR
21�
SWORN TO&SUBSCRIBED BEFORE MIE THIS,-) 5 DAY OF 2003
AS TO OWNER NOTARY PUBLIC
Hb—LLY MOURN
Wa,y PW3k-Sbft of FWAS
myc*m*@bnEVkwAug i3.2=
Commission # =42146
Bonded By Not No"A"n.
Www
3 MIN. RETURN Book 1104a Page a75
P H 0!,-It E -
r-I.A.1977 LAWS R"CO FORM Q9
FS 713.13
N oVw& of C CMMR-w����
(Prepare in Duplicate),
7'o wAom it my concern-:
The undersigned hereby informs all concerned 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 CONaENCEMENT.
16 C-
*Description of property .3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . � I . . . . . . I . . . . . . . . . . I . , . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . , . . . . . . . . . . . . . . . . . . . . . . . . . . .
General description of improvements . . . . . iqt_ J'�o 4). . . . . . . . . . . . . . . . . . . .
. . . . I . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . I . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . 11 . . . . . I . . . . . . . . .
0 Owner . . . . . . I . . . . . . . .
$Address
% . . . . . . . . . . . .
Owner's interest in site of the improvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Fee Simple Title holder(if other than owner)
Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Contractor . . . . . A . . . . k ."),
, IL L , * * L�. . . . . . . . . .
r::p . . . . . . ... .
Address . . . . . . . . . . .
Surety(if any) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .
Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Amount of Bond . . . . . . . . . . . . . . . . .
Any person making a loan for the construction improvements:
Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Person within the State of Florida 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 713.13 (1)(h),Florida Statues. (Fill in at Owner's option).
Name . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Address . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
This space for recorder's use only
0.
* I rl�
Sworn to and subscribed before me this?�-;� day of
. . . . . . . . . . . . . . . . . 200 . ,
LWj:Pj003 7983
1019 . . . . . . . . . . . .
Page: a75 Xo� blic
Filed & Recorded
04/23/2003 09:52:33 An
JIM FULLER HOLLY OZBURN
CLERK CIRCUIT COURT Notary Public- Stele of Florida
DUVAL COUNTY My CommWabn Ej#wAM 13.20M
RECORDING S 5.00 Commission 0 M42145
TRW FWD S 1.00 Bonded By National Notary Aun.
PREPARED 5/08/03, 8:32:31 INSPECTION TICKET PAGE 12
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/0088/03
--------------------------------------------------------------------------------------------
ADDRESS . : 316 N OCEANWALK DR SUBDIV:
TENANT, NBR: REROOF,50YR,GAF SHINGLES
CONTRACTOR : PHONE
OWNRR NOTTINGHAM, L.S. PHONE (904) 355-7501
PARCEL 169463-1562-
APPL NUMBER: 03-00025943 ROOF
--------------------------------------------------------------------------------- )-----------
PIRNIT: ROOF 00 ROOF PERNIT 1:��
REQUESTED INSP DESCRIP ON
IN Sp D'SC R Ip
TYP/SQ COMPLETED RESULT RESULT COMMENTS
c
------------------------------------- ----------------------------------- 610�-If
13 01 4/30/03 LJH BD F MING TIME: 08:00
4/30/03 AP DE 226-2962
16 01 5/0 /03 LJ B FIKAL TIME: 17.00
X OR W
X 01 W
0 _/241-8842
-------------------------------------- COMMENTS AND NOTES --------------------------------------
INSPECTION TICKET PAGE 7
OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 4/30/03
--------------------------------------------------------------------------------------------
iSS . : 316 N OCEANWALK DR SUBDIV:
iT, NBR: REROOF,50YR,GAP SHINGLES
WTOR � PHONE
Z NOTTINGHAM, L.S. PHONE (904) 355-7501
?L 169463-1562- -
NUMBER: 03-00025943 ROOF
--------------------------------------------------------------------------------------------
IT: ROOF 00 ROOF PRINIT
REQUESTED INSP DESC IPTION
30 COMPLETED RESULT RE TS/COMMENTS
------------------------------ -------------------------------------------------------------
01 4/30/03 LJH ' FRAMING TIll: 08:00
ICI 226-2942
---------------------------------- COMMENTS AND NOTES --------------------------------------
CITY OF
1*&a&? Ve4d - 94w.�e4
716 OCEAN BOULEVARD
P.0.BOX 25
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE J904)249-2395
October 22, 1987
Memorandum
To: Building File-Lot 31, Oceanwalk Unit IV
From: Rene' Angers, Community Development Director
Subject: Administrative Variance Granted
This is to advise that an administrative variance, as provided In
Section 24-47. (8) of the Code, has been granted to Lot 31,
Oceanwalk Unit IV. The variance will allow construction of
a single family home within 19' of the front property line rather
than the required 20' . Hote that the unusual shape of the lot
has caused a hardship in fitting the house properly on the lot.
The house was originally proposed within 7. 5' of the two rear
points - under the assumption that they were side yards.
Sinc ly,
�J�
Rene' Angers
cc:City Manager
Building Inspector
Ct' t414 Te-R
20.0
po
NP p pffi
CITY OF �)Or 6-goq
3 -57 ;-a n J Pj
i-4* fc- CO
Office of Building Official
REQUEST FOR INSPECTION
Date— Permit No. 91 e(P
Time A.M.
Received PM. District No.
Job Address Locality
Owner's
Name Contractor AUZZCXMQ:�
BUILDING CONCRETE ELECTRICAL #LUMBING MECHANICAL
Framing tr-� Footing 0 Rough Wiring &----Rough 0 Air.Cond.&
Re Roofing 0 Slab 0 Temp Pole 11 Top Out Heating
Lintel 0 Final El Sewer El Fire Place El
READY FOR INSPECTLON Pre Fab
A.M.
Mon. Tues Friday—RM.
A.M.
Inspection Made P M.
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
&4 KA:k, Ve4 d—
Office of Building Official 1/7
REOUEST FOR INSPECTION
Date 7 Permit No.
Time A.M.
Received PM District No
Job Address Locality
Owner's
Name Contractor
BUILDING ELECTRICAL PLMSING MECHANICAL
4 Air.Cond.& C]
Framing 0 Rough Wiring 0 Rough 0
Re Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating
Lintel 1:1 Final 0 Sewer 0 Fire Place 0
READY FOR INSPECTION Pre Fab
XM.
Tues. Wed. Thurs. A.M. Friday-PM.
Inspection Made PM.
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
,*�
Office of Building Official
REQUEST FOR INSPECTION
Date -Z Z Permit No.
Time A.M.
Received PM. District No.
e-AExAj k),q
Job Address ---I ncality
Owner's
Name Contractor
BUILDING (�CO�NCTE ELECTRICAL PLUMBING MECHANICAL
Framing 0 ooting Rough Wiring 0 Rough E) Air.Cond.& 11
Re Roofing 0 lab Temp Pole 11 Top Out El Heating
Lintel El Final 11 Sewer El Fire Place 7
READY FOR INSPECTION Pre Fab
A.M.
Mon. Tues. Wed. Thurs. Friday-RM.
Inspection Made IP7 A.M.
Inspector
Final Inspection 0
Certificate of Occupancy
Date
CITY OF 2a
4&"ft &4d-9&�
Office of Building Official
REQU ST FOR INSPECTION
Z F�7-E
Date 13 / A.M. Permit No.
Time
Received RM. District No.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing Rough Wiring 0 Rough 0 Air.Cond.& 11
Re Rooting El Slab El Temp Pole 0 Top Out 0 Heating
Lintel Final El Sewer 0 Fire Place 11
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Thurs. A-hL— P.M.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
CITY OF
4&44ft Te4d-9&4a4
Office of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PM. District No.
ob Address Locality
Owner's Co
Name L) —
BUILDING CONCRETE EL RICAL PLUMBING MECHANICAL
Framing 11 Footing Ej Rough Wiring 171 Rough 0 Air.Cond.& 0
Re Roofing D Slab El Temp Pole Top Out 0 Heating
Lintel Ll Final 11 Sewer Ll Fire Place L1
READY FOR INSPECTION Pre Fab A.M.
Mon. prm Wed. Thurs. Friday—P.M.
,-AJP
Inspection Made
Inspector I VQ Final Inspection D
Certificate of Occupancy
Date
CITY OF
Te4d—9&V�k
Office of Building Official
REQUEST FOR INSPECTION
Date 11-36-87 Permit No. -5-TiT
Time A.M.
Received RM. District No.
31(e Q2ig��� Aa.��Vte��
Job Address Locality
Own r's
Nam_ Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
A
Framing El Footing El Rough�irinm DJ Rough El Air.Cond.& D
Re Roofing El Slab D Temp Pole Top Out 0 Heating
Lintel 0 Final 0 Sewer D Fire Place E)
READY FOR INSPECTION Pre Fab
A.M.
Mon. Wed. Thurs. Friday-P.M.
Inspection Made
Inspector Final Inspection D
Certificate of Occupancy
Date
CITY OF
Off ice of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PM. District No.
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PtUMBING MECHANICAL
Framing Footing El Rough Wiring Rough Ll Air.Cond.& Ll/
Re Roofing El Slab 1-1 Temp Pole D Top Out Heating
Lintel 11 Final E] Sewer Fire Place El
READY FOR INSPECTION Pre Fab
A.M.
flp� Tues. Wed. Thurs. A.M. Friday-P.M.
Inspection Made P.M.
Inspector Final Inspection D
Certificate of Occupancy
*cA-t W30 4,yn, Date
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date— z Permit No,
Time A.M.
Received RM, District No.
Job Address Locality
Owner's
Name Contracto -1
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing C _ Rough Wiring 0 Rough 0 Air.Cond.& 0
Re Roofing 0 Slab [A-�— Temp Pole E Top Out 11 Healing
Lintel El Final El Sewer El Fire Place 0
R Y FOR INSPECTION Pro Fab
0260 A.M.
PM.
Mon. Tues, Thur Friday
��.
-3
Inspection Made
Inspector Final Inspection E)
Certificate of Occupancy
Date
CITY OF
Office of Building Official
REQUEST FOR INSPEMON
Date V Permit No.
Time A.M.
Received PM. District No.
t ifr�A, I
Job-Addrbss Locality
Owner's
Name Contractor -i,,i c
BUILDING <Z-__q
C9 CRETE ELECTRICAL PLUMBING MECHANICAL
,00;� -1 Air.Cond.& 0
Framing 0 Foo ng Rough Wiring D Rough i
Re Roofing 11 Slab Temp Pole 0 Top Out D Heating
Lintel E) Final f] Sewer Fire Place El
READY FOR INSPE�� Pre Fab A.M.
Mon. Tues Wed. (,/,Thurs. Friday P.M,
-2
Inspection Made
Inspector---- Final Inspection 0
Certificate of Occupancy
Date
CITY OF
14�- Ve4d-7444&
Office of Building Official
f7 REQUEST FOR INSPECTION S
Date Permit No.
Time A.M.
Received PM. _.-District No.
A
03 k
Job Add ress Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL MECHANICAL
Framing E Footing E Rough Wiring 0 Air.Cond.& El
Re Roofing C] Slab D Temp Pole C1 Top Out El Heating
Lintel 0 Final 0, Sewer Fire Place 0
READY FOR INSPECTION Pre Fab A.M.
Mon. Tues Wed. Thurs. Friday-P.M.
Inspection Made
Inspector Final Inspection 0
Certificate of Occupancy
Date
27937 METRO GRAPHICS-JACKbONVILLE,FL
CITY OF
ATLANTIC BEACH No.. 0902
FLORIDA
Wtrch 30 —1989
NAME Glen Reynolds
ADDRESS
CITY
Re-Inspect Fee #01_Xfi2f1RR%-369-900,Q '6�
316 Oceanwalk Drive North 41 M.
9 02
41 1 A 1/3r!/t
Al D, 1091
MAR 3 0 1988
When Signed, Dated and Numbered, This Becomes an Official Receipt
MAKE CHECKS PAYABLE TO Received Payment
CITY OF ATLANTIC BEACH, FLORIDA TREASURER
0�.-o
CITY OF ATLANTIC BEACH, FLORIDA
J-756
Approved bV APPLICATION FOR ELECTRICAL PERMIT
4
November 20 87
70 THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE I TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
United Electric Company
$LECTRICAL FIRM: MWER ELECTBICAAN S19N&VBE JOURNI
Glen T. Reynolds 316 Oceanwalk Drive
NAME ADDRESS: RFD------BOX
,$ILDG.SIZE BETWEEN.
ftES.(2,,
APT. ( COMM.I PUBLIC INDUS. NEW( OLD( REW.
j�ADDITION TRAILER I TEMP.1>0 SIGNS -SQ. FT.
FEE
SERVICE: NEW INCREASE( REPAIR
1-1 3#60 60 X
V2MDUCTOR SIZE AMPS COPPERf ALUM.
60 1 ;V 230 CabljACEWAY 10 .00
-161WITCH OR BREAKER AM PH VOLT
MIST.SERV.SIZE AMPS PH W VOLT RACEWAY
NO. SIZE
t,FEEDERS NO. SIZE NO. SIZE
J-"�IGHTING OUTLETS CONCEALED1 OPEN TOTAL
tRECEPTACLES CONCEALED[ OPEN TOTAL
SWITCHES 0.30 A""
ANCANDESCENT
FLUORESCENT&M.V,
FIXED 0*!00 AMPS. OVER
APPLIANCES BELL TRANSF.
H.P. RATING H.P.RATING
I�CONDITIONINQ COMP.MOTOR OTHER MOTORS AMPS CEIL HEATI KW-HEAT
OVER
0
I H.P.
VOLTAGE PHS NO. VOLTAGE PHS
'.M10TORS H.P
wig
TRANSFORMERS: UNDER 60 V. OVER 600 V.
NO. KVA NO.
1KVA
NO.NEON TRANSF. 0. VA. MOTOR SIZE I
SWITCH FLASHES
EACH SIGN
FORWARDED $10-00
10 .00
TOTAL FEES
$20.00
#756 CITY OF ATLANTIC BEACH, FLORIDA
ppro-d by ell
A APPLICATION FOR ELECTRICAL PERMIT
VO THE CHIEF ELECTRICAL INSPECTOR: DATE: Novmeber 20 ig-&7
IjAPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
A,TLANTIC BEACH ORDINANCES.
United Electric Company
4ECTR12AL FIflM: MWER ELECTOWAN SIGNATURE JOURNEYMM
Glen' T. Reynolds 316 Oceanw- aAk Drive"
NAME ADDRESS: RFD-BOX
6LDG.SIZE BETWEEN:
OES.0 APT.( I COMM.( PUBLIC I I INDUS.I I NEW( I OLDI I REW.I
ADDITION ( I TRAILER I I TEMP. I SIGNS ( I -SO.FT.
FEE
SERVICE: NEW( I INCREASE( REPAIR
4/0 Amps 200
SMUCTOR SIZE COPPER f ALUM. (x
200
1 3 230 Cable 32.00
jilf"TCH OR BREAKER AMPS PH W VOLT RACEWAY
013T.SERV.SIZE AMPS PH W VOLT RACEWAY
�t,EEDERS NO. SIZE IND. SIZE NO. SIZE
�GHTING OUTLETS CONCEALED OPEN TOTAL
0ECEPTACLES CONCEALED OPEN TOTA L
0.30 AMP
91 31-100 Amps,
OWITCHES
O!CANDESCENT
tLUORESCENT&M.V.
FIXED 0.100 AMPS, OVER
AMPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
", DITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT
0-1 OVER
OOTORS H.P. VOLTAGE pHs No. 1 M.P. VOLTAGE pHs
IANEOU$
JAISCEILI
I-RANSFORMERS: UNDER 600 V. OVER 600 V.
NO. I KVA- 'I I NO. 1KVA
rro.NEON TRANSF. NO. MA. MOTOR SIZE SWITCH FLASHER
CH SIGN 10 .00
FORWARDED
45.00
TOTAL FEES $
Tntifiti-atr of Wrruvanry
CITY OF
004ftuo &OA- %Gi&
Drvartmrnt of Nuilbtng
This Certificate isslied pursuant to the requirements of Section 109 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 Clmification Bldg.Permit No.
Group -Type Construction-Firc, District
�I;
,4�4�t 'L
4
Owner ofBuilding ---Address
Building Address
ty_
B
y
Building Official Date;
POST IN A CONSPICUOUS P"CIE
M
IN
CITY OF LQ
701
Office of Building Official
REQUEST FOR INSPECTION
Date "o— Permit No. �3-8 0
Time A.M.
Received PM District No.
62 0 0 A/
Job Address a i y
Lo
Owner's ),/,,&c
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing 0 Footing I Rough Wiring El Rough El Air.Cond.& El
Re Roofing 11 Temp Pole Top Out 11 Heating
'gab I
I!P11 1 Final Sewer 17 Fire Place 0
07 READY FOR INSPECTION Pre Fab
Mon. TU Wed. Thurs.
Inspection Made 4-- :�2 ? PM.
Inspector 4fz" �— Final Inspection 0
L)
Certificate of Occupancy
Date
CITY OF
,4� V94d-9444*
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received P.M. District No.
�3161 Z�
Job Address Locality
Owner's
Name Contra
BUILDING CONCRETE ELECTRICAL PLUMBING C/ MECHANICAL
Framing 11 Footing El Rough Wiring El Rough El Air.Cond.& 11
Re Roofing El Slab 11 Temp Pole 11 Top Out ED Heating
Lintel El Final El Sewer 0 Fire Place 0
READY FOR INSPECTION Pre Fab A.M.
(!q5 Tues. Wed. Thurs Friday-P.M.
Inspection Made aPM.-�,
Inspector Final Inspection
Certificate of Occupancy
Date
BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT
CITY OF ATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORK SHEET
Date Requested:
B u i I d i n g C o n t r a c t o r
Building Permit Number:
Address:
Legal Description:
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
-- ---------
GX
Lowest Floor Elevation: --0 - ----------
bui
required as j n/a
Sales Tax Certificate: -----------------------
date submitted
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY:
Fire Chief -------------- ---------------
Public Works --------------- VJ
Planning Director ---
Building Inspector
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING—PERMIT
JOB LOCATION- 11) r
PLUMBING CONTRACTOR X
LICENSE NUMBERS c)
OWNER
BUILDING COVTRACTOR
TYPE OF BUILDING
SINKS SHOWERS
LAVATORY WATER HEATERS
�_BATII TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS OTHER
TOTAL FIXTURE COUNT
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RE-CENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
PROPERTY OWNER Gary Wetherhold
ADDRESS 316 oceanwalk Dpive North
LEGAL DESCRIPTION Lot 31 , Oceanwalk Unit No. IV
THIS IS TO CERTIFY THAT THE CITY OF ATLANTIC BEACH HAS INFORMED
ME OF THE COVENANTS AND RESTRICTIONS IN EFFECT IN MY SUBDIVISION.
I FURTHER UNDERSTAND THAT I AM PROCEEDING AT MY OWN RISK BY
APPLYING FOR BUILDING PERMIT OR VARIANCE. I FURTHER UNDERSTAND
THAT ANY PERMIT ISSUED OR VARIANCE GRANTED EY THE CITY OF
ATLANTIC BEACH APPLIES ONLY TO THE REQUIREMENTS OF THE ATLANTIC
BEACH CODE OF ORDINANCES, AND IN NO WAY RELIEVES ME OF MY
OBLIGATIONS AND LIABILITIES UNDER THE COVENANTS AND RESTRICTIONS.
I HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ATLANTIC BEACH FOR . ANY ACTIONS WHATSOEVER AS A RESULT OF
LITIGATION OVER ALLEGED VIOLATIONS OF THE COVENANTS AND
RESTRICTIONS.
H EO ERR ----- DATE
a�i(—Ti-"IYATLANITIFRACH...
K"
DEPARTMENT OF BUILDING 9188
CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.-
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB 766,5 0
76*50CKT
T
I
Date lolls 19 8 1532 1 A. 11 /24/3
11 3�; 10,1101CAC
Valuation$ Fee$ 76.50 -
1532 1 A 11 /P4/8
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
This is to certify that Crabtree Plumbing ine. CFC032618
has permission to AM INSTALL PLUMING
Classification RHSIPENTIA�6 Zone RS-1
Owned by . RRUID
Lot 31 BlockTV s/i:) OCEANWALK
House No. 316 00ANNALK DRIVE- NORT-H
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
0 Building material, rubbish and debris
z
-1 from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
tf4cVr or ow
L
Jng Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
OCEANWALK
PROFESSIONAL ADVISOR'S REVIEW
LOT NO.
UNIT .NO. IV
' 71etherhold 351-2400
OWNER Gary PHONE No.
ARCHITECT PHONE NO.
CONTRACTOR Glen Reynolds PHONE No. 268-5670
ITEM FOR REVIEW RECOMMENDATION
OK
T.OPOGRAPHIC SURVEY
T.REE SURVEY OCT OK
DRAINAGE PLAN
SITE PLAN
FLOOR PLAN PRELIMT'ARY &P P*Rpinw-
BUILDING ELEVATIONS REVIEW -Cep Rplow-
LANDSCAPE PLAN / COST Not SuhmittPd
Not Applicable
SWIMMING POOL
WINDOWS DOORS SIDEWALK REQUIRED
C OLOR $ELECTIONS
MATERIAL SAMPLES
COMMENTS .
SIT-"LAN--.-F-ront---s-et-li�ac--k--i-equ-i-rement-is--35-feet-.---Bee-ause-the7-5-kt�P-4,&Aight;-7�-
suggest the following compromise: -------
1 ) Delete one bay in garage. Make garage 24 feet wide.
,LZ�-Recomrriend-vari aryce--or--30-f-oo"et-ba-c k.
F�60,OR PLAN/ELEVATIONS - Appropriate revisions required to accompl-ish-- the,
above changes to- the site plan, 1471 1_37;4f�
LANDSCAPE PLAN - Submit landscape plan.
0 r\\
_Revi-se- and- resubmit—f4r—fi-nal -rey-i-ew,
C,7
I A- r)JAu, MA-7
P ft F'V6 NAL ADVISOR A E
ARC #
OCEANWALK
Architectural Review Form
Lot No Unit No. 4 Street Address Oceanwalk Drive North
Profess nal Advisor - Bill Ebert ( 353-2407 )
Atlantic Beach Inspector - Don Ford ( 249-2395)
Atl. Beach Bldg. Permit No. Date Value.
Lot Cost � 56 . 800 . 00 _ Improvements Cost $ 204 - 25o .on
Total of Improvements Cost Plus Lot Cost � 2090850 . 00
H & -A/C Sq. Footage 3279
Owner ' s Name . Gary Wetherhold
Address : 1810 Selva Grande , Atlantic Beach , FL 32233
Telephone: Home Work 800-351-2400
Building Ar.chitect '.s Name N/A
Address Phone
Landscape Architect ' s Name N/A
Address Phone
Buildinq Contractor ' s Name Glen T . Reynolds
Address 3000-4 Hartley Road Phone 268-5670
Submitted by Glen Reynolds
Date Date
Review Schedule :., Requested/Received Approved Initial
A. Preliminary Plans za,
B. Final Plans (Note 1) /*
C Foundation Survey V
( 2 copies) (Nfote 2)
D. Final Survey ( 2 copies)
F. Final Architectural
Inspection
Note ( 1) Final plans must be approved by the ARC before a
Building Permit .will be issued. No lots may be cl6ared
without a buildl'ng permit issued by Atlantic Beach.
Note ( 2) The foundation su.rvey must be approved before
proceeding with construction beyond slab stage.
Requirements for Plan Reviews;
. A. Preliminarx Plan Review
Check if Attached
( 3 sets) I . Preliminary Site Plan L-o Include ;
X a. Boundary, Tree and Elevation
Survey (Note 1 )
Building Foundation Plan (Note 2)
Location of Sidewalk/Driveway/
Fence/Pool/Decks
d. Location of Lot Easements/Lake
Bank/Set Back Lines
( 3 sets ) 2 . Preliminary Building Plan to Include :
a. Floor Plan( s) .
b. All Street Elevations including
Exterior Materials to be Used.
3. Architectural Review Fee (Note 3)
Note ( 1 ) This survey is to be done by a licensed surveyor, and
as a minimum should include all specimen hardwood trees
10" and great.er 2 ' off the ground, and nine ground
elevations I.aken aL the four lot corners, the midpoints
of both side lot. lines, the middle of the lot, and the
two point.s at the curb from the side lot line
extensions.
Note ( 2) The minimum finished floor eleVaLion permitted is- 9. 75
feet.
Note (3) $150. 00 payable to Ocezinwalk Association, Inc.
B. Final Plan Review:
Check if At-1:ached
X , ( 3 sets) 1 . Site Plan as outlined in Preliminary
Plan Review.
X ( 3 sets) 2. Building Plans for all improvements to
Include :
X a. Floor Plan( s) w/Space Calculations
--X - b. Elevations of All Sides
-X - C. Foundation Plan
X d. Wall Section Plan
X e. Electrical Plan
J. Fence/Wall Plan
9. Pool/Deck Plan
X h. material Specifications (see below)
X i. Color Specifications (see below)
X ( 3 Sets) 3. Landscape Plan to Include :
X a. Plant Materials/Sod/Mulch Plan
X b. Irrigation *Plan
C. Lighting Plan
d. Drainage Plan
4. Actual or Appraised Value of All
Improvements Planned
EXTERIOR MATERIAL AND COLOR SPECIFICATIONS
Check if
Attached Material Mfqr. Product/No. Color/Mf9r. Code
Roof -FibuWass �Q� sph1p
Major Exterior U6
Wall Siding Imag & Grnm/p Navajo 6hitp
Minor Exterior
Wall Siding Rriri< EW k)od Mm1d Pirk
* Trim Westein Qed-ar JA Nava ih 6hi te
* Facia klestern Cedar U6 tb 1Q �hitp
Front Door
Shutters
Windows AluminLm Kirco InsUated Tilt
Sliding Glass
Doors
Garage Doors Fir Oveibead Door Nava jo W-tite
Driveway Major " CU-crete Wad-ed River Rod<
Driveway Border
Front Walkway
Major
Front Walkway
Border
• Fence/Wall
• Pool/Kool Deck
Submit color samples/paint chips.
cc: Lot File - Oceanwalk Associates, Ltd.
Professional Advisor
A. R.C. Occanwalk Association, Inc.
1/27/87 Imj
, OMIJA UEPARTMENT OF REVENUE
CERTIFICATION OF PAYMENT OF FLORIDA USE TAX
I hereby affirm that I am aware of the provisions of Florida law which imposes a 5 percent tax on the use in Florida
of goods and services purchased outside of Florida; that it is the obligation of the purchaser to remit the tax to the
Florida Department of Revenue if it was not collected by the seller; and that I have remitted or will remit any
applicable Florida use tax to the Department of Revenue in the month(s)of ' ' 191-1.
[1) TypeofLicense kT-!S1DWTAL- [2) License Number CP-0- 00,40,11
[31 Type of Business Activities- FmAiLwN6 r-ntjtr-AC--t-a/Z-
[41 Issuing Authority S+a+,r- 0-1P p(-04--1104 (5) Dateofissuance (0 Y-7
[6) Name GLEPJ T, P-"�jotQ�
Address 3L-&-X2--4 A-A-y--rcF-�-t O-D
City,State,Zip -S4sk,:; FLA- , S-:),:Zt-7
Sales Tax Number �(.Z 69- 10,4.106-:33
Telephone Number 9-(oR-- 5(plQ 161 q Zj,7
5�ig-natu-re of A41icant Dhte
Is I n , uthority
�,,W
o'
a Zowalt"q--
Signftre of Governmifit Pff 0 cial
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC ,BEACH
ATLANTIC BEACH, FLORIDA 39233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT Applicant to complete all items in sections 1, 11, 111. and IV.
street Address:
LOCATION
C# Intersecting Streets: Betwoenu�22,.Z� And
WILDING e
Sub-d ivis;on
IDENTIFICATION — To be completed by all applicants.
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the aftackpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good-practice listed therein.
Nome of Mechanical Contractors
Contractor (Print) > 71 _S' Matter
—0—
No" of
P�roparty Owner Y'le"Al
Slijetture of Owner signature of
oruAathorizod Agent Architect or Engineer
11L ONLUL INFORMATM
A
Type of Isesting f1w:
19 OTHER CONSTRUCTION BEING DONE ON
13 Soctric THIS BUILOING OR SITE?
(3 13 LP [3 Natural (3 Control Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
C1 Og PERMIT
a Other Specify
MICHAINWAL WUIPMWT TO U INWAUAD MATURE OF WORK
(Proviiiie complete I DO of compo ts on becit of this form) 0 Residential or F-1 Commercial
0- most C3 Spa" 0 ItocessW 0 Confftl 0 Floer El Now Building
0 Ak CoadWafting. El Existing Building
C3 Rom 0 Contral
0 Duct hoom. M I Thicknou— 13 Replacement of existing system
C3 New Installation(No system previously Installed)
Mostmum oopecity CARL
C3 Refrigeration C1 Extension or add-on to existing system
0 cooling toww: copecity C3 Other— Specify
t3 Fire siWonMors: Number of hes.
0 Sovetw E3 Monlift C1 Ewalsto (number)
THIS SPACII Vft Oppla Un ONLY
0 C
po"rone pu ps --(number)
(R"olv0d)
Tbnkz
ltom@rki;
LPG comainoft (number)
Unfired preento ve"
hum Permit Approved
by,
O"sor Specify
permit
ugr ALL EQUIPMENT
AIR COND11IONING AND REFRIGERATION EQUIPMENT
CAP&MY AppMvbg
Me"Number
(TO")
^vow
M
WATING - ]RUMACES, BOILERS, FIMEZA—CE�S
Me"X`%=bW
'TANKS
r
�Xvw 2ftny XMUW C&Wfty 7"e UqWd
Contain" XBOW at Serw
No. _Ar&Cf
DEPARTMENT OF BUILDING 0. 9187
CITY OF ATLANTIC BEACH,FLORIDA PERMIT N
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB rilo() T
5 19 1 0 n C K T
Date 10115g7 19— 212,61 1
9107 riorAC I
Valuation$ —Fee$ S9.00
A 01?1 IS
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for Violation of applicable provisions of law.
This is to certify that Air Eneineer's-Inc. RAOOISI88
has permission to I*td TN=ATJ- WAT & AC
Classification "SIDENTM Zone RS-1--
Owned by MMIErdumm
Lot 31 Block TV S/D CMINKANWALIC
House No. 316 OCHANWALK DRIVE NORTH
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 0-0 0 Building material,rubbish and debris
31 from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
Pr or owner.
11
B ng Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
Aft A"k
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC 811A01-1, FLOMCIA 31233
APPLICATI 0 N FOR MK;HANICAL PERMIT CALL-IN NUMOR
IMPORTANT — Applicant to completo all *items in sections 1. 11, 111, and IV.
6CATION Street Address:
Intersect Inqf"Siree f%: Between And 12
�UILDING
Sub-divIslen
1. IDENTIFICATION To be completed by all applicants ,
to consideration of permit 9;von (at doinq the wait its detct.bod ;n the abc�o tioemoni -a hereby aqteo to poiform said work in accordance
-;Ik I and standards
with the allachpol plant and speci(;cs,of%% -N;th are a port hereof amd ;n accordance iko City of Jactiony;l1s, ord;nances
of good.practictp listed thertp;n.
llsona, of Mechanical Contractor%
:*afroefor (PrIall 1"f'w- All
d"io of '
�rtsfswtft Owner
ow r
�A=Ld A;:nt Arch;1*0 Or_Eng;Ae*t i
11.!:iliGNStAL INFORMATION
T"eof hissitinji fuel: IS OTHER CONSTRUCTION BEING DOME 01�
THIS BUILDING OR SITE I
D rapes—0 LP 0 Neivral [3 Central ut;l;ty IF YES. GIVE NUMBER OF CONSTRUCTION
13 09 PERMIT
13 Other — SP*4fy
IV.-M$CH�NrQi1tL 9QUIFMWT TO 19 INSTALLMI NATURE OF WORK
(111'sevialls capfflis4efe list of comfeempth On 6ock of this 10m) Residential or 0 Commercial
b4"'Hqat 0 spotis 0 Itsica,"Od e-'&Atipal 0 Row El-�Nsw Building
0 Existing Building
Co"J46"Inq: C3 Ita. feet
nj
."t, . 0 Replacement of existing 8*ystam
system. mister"t Thick 0--M--.w Installation(No system previously Installed)
masirnum capacity &to - C.1j".
0 Extension or add-on to existing system
ItoWleretion
0 Other - Specify
C] Cooling toww: capacity 9.pjR.
C3 Are vilprinklen: Num6or of h"d--
C3- beiveltair 0 menlift 13 EwAlsto THIS SPACS P0111. OFFICI USE ONLY
0 :e4saill"pas pumps —(nutn6arl (It"I'spell."ll
13. To*k- (num6er)
C3 LPG amfolnem— -,(number)
0 U"flood ififtsiture vis" Porm;t Appiroved by Do
13 Issill,"
O*w — SP*clfy
Ugr A;.,L RQUII�MENT A, o'ID
AM ea"Dif"Glill'ING AND 1111.111PRIOPRATION VQUIPMENT
Nu3nber UnItA Deocripuon Model Number MainufacbLirer (W.-
77V-0 zVe 5tealxa -
.HEATING-. FURNACES, BOILERS, FIR.EPLACES Capadty Approvtom
WUmber Units Desiciriptuon Xo"N'=bqr xsnufactunr (NM) Aavmr
YA e7-)7&1Ae- -�egQ�Z '4
TANKS
NVWMAY NOMM04 Cap&dty Type XAqWd Name Ot Serial Approving
1116" M11111,4111111110nd 0ontis.1ned U-ni t=W Agency
DEPARTMENT OF BUILDING 9�6 2 4
CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.,
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB is.110 T1
te-------- ARril 1 19 88 15*0nrKT3
Da
103 1 A, 4/01/n,
Valuation$ Fee$ 15.00 9 62 4 0 f1l C A
A 4/11 i/8
This permit not valid until above fee h23 been paid to City Treasurer,and is 1000
sul:*t to revocation for violation of applicable Provisions Of law.
This is to certify that Setzer"s Inc,
has permission to SAX install firejance
Classification Re-nidentijil Zone RS-*1
Owned by Netherhold
Lot 31 lock Unit IV S/DQQQAMffl1k_
House No. 316 Oceanwalk Drive North
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
o. 0 Building material,rubbish and debris
31 from this work must not be placed
in public space, and must be cleared
up and hauled away by either con.
trac or owner.
M
B ang Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
q.mom 11M
DEPARTMENT OF BUILDING 9188
CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO.-
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB 76*501 T
76#5CCKT
Date lolls 19 a 15,32 1 A, 11 /r24/8
ii3j (10C A
Valuation$ $ 76.50 1(1)r Aci
1532 1 1 /P4/13,
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of 12w,
This is to certify that Crabtree Plumbing ing. CFC032618
has permission to All INSTALL PLUMING
Classification RESIDEWM43 Zone— RS-1
Owned by RMIDD
Lot 31 BlockTV S/D NEANNALK
nn
House No. 316 00ANK"K 11M NORTH
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
0 Building material,rubbish and debris
z_q from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
tk#�Dr or own
B g Official.
FOR OFFICE PERMIT DATE 7 CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
000*
JOB, -�;K 117/3037
ThP CHORD. 4X2 SO. PINE *2 KD 15% NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHf%RU 4X2 SO. PINE 41 DKD 15%, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
-WEBS 4X2 SO. PINE #3 19X MUST BE MARKED BY TRUSS FABRICATOR.
%81-4X2 SO. PINE #2 KD 15% : I
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
+ 2XG #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
TO EACH TRUSS WITH 3-10cl NAILS. STRONGBACK MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
I
4V
-1 TO CENTER OF
?0.0" MAX, OPEN CHASE
30.0" TYP.
IX3 3X3 W-3X4 IX3
4X-5 qX5 3X4 1.5X3 3X3 3X3 3X6 3x4 4X5 4X5
SZSZS
1 11_0 Bit-- I-q-0
AL
IIXG qX5 3XG lx3 3X3 3xq qX5 4xGj
2xll I 2XII
R-_liGD# W- 3.50- 3X3 IX3 1.54.5X3 R-1180i—V- 3.50-
V-S20-3X5
21-4-0
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--1379ql FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 SMILE DAM
C-3 CiA FILPINE ENGINEERED PRODUCTS, INC. TEMES REWIRE EXTREME CFW
=3 t___3 (__3 (:_:-I It*I MPORTRNT** SHIV_L NOT BE RESPONSIBLE FOR FOY ORNING IN HPINXING, ERECTION RNO DESIGN CRIT TPI-PQT REF
0fVIRTIDN FROM THESE SPECIFICATIONS OR fWY DEVIRTION FROM DWING.SEE 'SlIT-TS',[OWING VOW tRUSSESS S K
TC LL 40.0 PSF DATE I 1/2B/87
-1-14
1HIS DESIGN OR RMY FRILURE TO BUILD THE TRUSS 101 CONFORMRNCE COhMENTRRY SWO RECOMMENDATIM-oTPI). SEE
r__3 CL-) C_� �l I fH THE 'QUHLITY EONTROL rfMJFL'Of IPI. RLPINE CONNECIONS THIS DESIGN FOR RwITIowL vEC[nL rum- TC OL 10.0 PSF 0RVG _HL 606?3
wE PFNN
HcTuREO FROM 20 CRUDE GFLVRWIZED STEEL UNLESS NEWT OWING REOUIREMENIG. UNLESS UlMNWIUL
LPIN 01HERVISE SHOWN, MEEIING REOUIREMENIS OF FSTfl R446 WIDE 0. SHOWN, TOP CHORD 9*V1 BE LATERRLLY aW:ED BC OL 5.0 PSF q -ENG 1
t7_1 14-PLY CfM*CTORS TO BOTH I-KES PIT EFCW JOINT IWO LOCATE FIB NIIH PROPERLY RTTPICHEO PLYNOW SHEF17HING. s. z TOT.LD. 55.0 PSF O/R LEN 21-4-0
L A 0d . BEHNINr W IOTHS ARE 4"NOMINRL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR NWING
TRUSS 1'*'SlmrN SIHNOMDS CEWORM VIIH FIPPLICRBLE PROVISIONS OF PIS SPECIFIED ON DESIGN. DO NOT USE THIS
-4DS RND-TPI 11ICT). DESIGN VITH FIVE RETRRORNT TRERTEO LUlrWaDl. Iff OUR.FRC. 1.00 DEPTH 16.0
*--IPI - TRUSS PLRIF INSIITUTE, NOS -WTIONFIL DESIGN SPECIFICRTION FOR WOOD CONSTRUCIIEN SPACING 24.0- ITYPE SW
JOMs SK 117/3037
TOP CHORD 4X2 SO. PINE *2 KD 15% NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
OP
BOT CHORD 4X2 SO. PINE #2 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
1-2a' 4X2 SO. PINE #3 MUST BE MARKED BY TRUSS FABRICATOR.
19Z, EXCEPT AS SHOWN
r.wTl_'l(2)4X2 SO. PINE #3 19% 2
REFER TO DRAWING A159 FOR TYPICAL PLATE LOCATIONS.
TO CENTER OF
20.0" MAX OPEN CHASE
-I-X3- 30.0" TYP.
3X5 3X3 3X3 lX3 IX3 3X3 3X3 3XG
T
I-q-0 1-4-0
rl
A— L
4xil 3X3 3X3 3X3 3X3 3x5
2XII I 2xq
R-762# W- 3.50- 1.51 R-7G2f—V- 3.50-
-lq-2-12 low
OVER 2 SUPPDRTS
PLATE TYPE--ALPINE SEON--137940 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 OWE 0.5000
...ommomm
PRODUCTS, INC. INUSSES REWIRE=C= ............. DESIGN CRIT TP I-PQT REF
**IMPORTFINT** R-MP'NLEME)NT"ONEEERREES'PONSIaLE FOR my WARNING IN waxim, E
UEVtRTJON FROM THESE SPECIFICRTIONS OR ANY DEVIRTIOM FROM BROCING.SEE 'BVT-TS',(WWIN9 VOW TRUBSESs S.K.iif"' TC LL 40.0 PSF DATE 11128187
c=l r_=3 C__3 1:73 THIS DESIGN OR ANY FRILURE TO BUILD THE TRUSS IN CONFORP0" COIMTRRV RNO RECOMMENORTIONS-*TPI). SEE
1= t---J C-A WITH THE 'OURLITT CONTROL MWJRL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR 1`10017100ft SPECIRL PEAMR- S TC DL 10.0 PSF ORVG HL 60624
E=j c_:) li-i RRE ff"RCIUREO FROM 20 GRUGE CALVRNIZED STEEL UNLESS WENT 13RFEING REOUIREMENIG.UNLESS DTHERWISEi
OTHERWISE SHOWN, MEETING REOUI*EMENTS OF RSTM R44B GRRUE A. OWN, TOP DOING SKI.BE LATENCLY IMUCEA: BC OL 5.0 PS
LPIN F 4 -ENG
cm, HPPLT CONNECTORS TO BOTH FFaS RT EACH JOINT RND LOCR(E AS VIIH PROKILY RTTRCH@0 PLYV=SHERTHING,
SHOWN. BEHNING WIDTHS ME q'NOMINRL UNLESS OTHEFWI7AS7ESMWN. BOTTOM CHORD WITH RIGID CEILING OR ORRCING� TOT.LD. 55.0 PSF OIA LEN. 114-2-12
GN SrHHOHRDS CCNFOHM WITH FePLICWE PROVISIONS OF RS SPECIFIED ON DESIGN. GO NOT USE THIS
TRUSS ULSI
OUR.FAC. 1.00 DEPTH 16.01,
-NDS FIND IPI tPCT) DESIGN WITH FIRE RETFAORMT TRERTED LUMBER.
j _-lPI - TRUSS PLHTE INSTITUTE. NOS-NRTIOWRL DESIGN SPECIFtCRTION FOR WOW CONSTRUCTION SPACING 24.0" TYPE rVA9
JOB11 SK 117/3037
FTOP CHORD-- --A2 SO. PINE #2 KD 15% NOTEs THIS TRUSS MUST BE INSTALLED AS SHOWN.
OP
BOT CHORD 4X2 SO. PINE #1 DKD 15Z, EXCEPT AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
OT C
WEBS 4X2 SO. PINE #3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
,8I-C4'X'2 SO. PINE #2 KO 15X : tWl-(2)4XZ SO. PINE #3 19X
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
+ 2XG *3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO
BE SUPPLIED BY ERECTION CONTRACTOR.
TO CENTER OF
?0.0" mnx, OPEN CHRSE
30.01 Typ.
I x_3 W-3xq
TJX5 tlxq 3XII 3X3 3X3 3X3 3X3 3x4 4X5 IIXG
Hk-ZIA�&
1-4-0
?X 11 oll 3X4 1.5X3 3X3 3Xq 4X5 4x 2Xq
It-'i-1380 W- 3.50- 3X3 J.5X3 1.5" R-1130i W- 3.50-
w_3x5
OVER 2 SUPPORTS
PLATE TYPE--nLPINE SEQN--137939 FLRNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5
PRODUCTS, INC. USSES REQUIRE EXTREME Oft DESIGN CRIT Tpl-p REF
**IMPORTANT** t%L*PiILNLENEL)NyGlofmEERNmEopmaitLE FOR fw WARNING TINY HFVdXIND, ERECTION AND
11EVINFION FHOM THESE SPECIFICATIONS Olt ANY DEVIATION FROM NWING.SEE UWCING VOW TRUSSES% TC LL 40.0 PSF DATE ll/po/87
I I f i:71 1111S DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFOR!"KE C*MTAlll FWD RECOMMENDATIONS
6s� ]F
-*TPI). SEE
L_:j L::3 WITH THE 'DUALITY CONTROL rftAft*BY TPI. ALPINE CONMELTORS THIS DESIGN FOR RDOITIONIX.SPECIAL PERMA-
v" TC OL 10.0 PSF DRVG HL 60625
SF
mHE MMUFRCILRED FROM 20 GFLGE GRLVRNIZED STEEL UNLESS NENT emems REmInEmmis. LOLEss OTHERWISE
IN otHERVISE SHOWN. MEETING RECUIREMENTS OF ASTA FF146 GRAM R. SHOWN, TOP CHORD SHALL K LATERALLY BAKED 0. 8C OL 5.0 PSF 4 -ENG
IN E S
USS wPLT CONNECTORS 10 BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY RTTACHEO PLYWOOD SHEATHING. F
SiOWN. BERRING WIDTHS ME 4'NOMINA- UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID MILING ON TOT.LD. 55.0 PSF O/A LEN. 21-0-12
OWING
TRUSSt*516N STRNOHRUS CONFORM WITH HPPLICFWLE PROVISIONS OF AS SPECIFIED ON DESIGN. OD NDr USE HIS OUR 1 .00 DEPTH 16.0-
TR FRC.
NU5 2� TPI tPCT) DESIGN 911H FIRE RETARDANT TRENTED LUMBER. 4f 1;"tER 10,
E�:� C-1 i-a 7A __IpI _ TRUSS PLHIE INSTITUTE, NOS -NATIONAL DESIGN SPECIFICATION FOR WOW COWNSTRUCTION ISPRCING 24.0. TYPE Sy ?
joa.t �SK 117/3037
TOP CH64(t 4X2 SO. PINE #2 KD 15% NOTEs THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHORD 4X2 SO. PINE #2 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
WEBS 4X2 SO. PINE *3 19X MUST BE MARKED BY TRUSS FABRICATOR.
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN
OT"Hm�EPLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
5-2-0 TO CENTER OF
23.0" MRX!--i OPEN CHRSE
IX3 i. 2q.O" TYP. IX3 Carr.y 2501plf on T.C.
4X5 3xq 3X3 3X3 3x4 qX5
I I I . I I F T
AJA
1-4-0 1-4-0
4X7 3Xq IX3 1 X33 3X 44 AW
2XII I — 2xq
ff--L354# W- 3.50" 1.5" R-13540 V- 3.50-
10-B-0
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--137937 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 SCALE-0.5000
RED PROWICTS, INC. TRUSSES REWIRE MREHE CM
**IMP0RTANT** FLHpZLNEMENr KINERESPON1111 OLE FOR ANY ORNING IN WAXING, EF11=10M ANG "W........ DESIGN CRIT REF
C=l OEVIRrION FROM THESE SPECIFICRTIONS DR MY DEVIATION FROM GRRCING.SEE -WT-TG-,(aRflCtN2 1000 TRUSSES& TC LL 40.0 PSF DATE ll/
F
10-0 PS
5.0 PS
5 5-07P S F
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTRRY AND RECOMMENDATIONS-eVI). SEE c% 2B/87
C= wim THE 'QUALITY CONTROL MWUL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIRL PERMA- TC DL 10.0 PSF DRVG HL 60626
L-73 r� L=3 HRE MMUFACTURED FROM 20 GRUGE GALVFIMIZEO STEEL UNLESS NEXT BRACING REGUIREMENIS. UNLESS OtHEAVIDE
kF
_,.," )
TRUSS r
713E
C7=1 =3 OTHERWISE SHM, MEETING REQUIREMENTS OF ASIR R%4G GRADE A. SHOMM, TOP CHORD gHALL BE LATERILLY LWM 0.34 BC OL 5.0 PSF 9 -ENG lisi_
V ji
c-_] LPIN =3 HPrL CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS VITH PROPERLY ATTACHED PLTVOOD SHEATHING, % TE TOT.LD 55.0 Par u R LEN. 10-8-0
r___j SHOV BEARING bf107HS ARE 4"NDMINHL UNLESS OTHERNISE SWUM. WTTOM CHORD WITH RIGID CEILING OR WFCI
SYPADMOS CONFORM VIFH FPPLICPaLE PROVISIONS OF AS SPECIFIED ON DESIGN. W NOT USE
TRUSS — 0CSIlr to OUR.FFC. 1.00 DEPTH 16.0"
c-3 cz:3 -NDS AND*lPI (PCT) DESIGN VITH FIRE RETARDANT TRERTEDD L
L 4--YPI - ffft_?SS KATE INS11TUtE, NOS -NATIONAL DESIGN SPECIFICATION FOR NOW CDNSYRW710M SPACING 24.0" IT
joet SK 117/3H37
'TOP C90RD 4X2 SO. PINE #2 KD 15% NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHO_A-D 4X2 SO. PINE #2 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
WEBS 4X2 SO. PINE 03 19X, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
tWl-(2)4X2 SO. PINE *3 19% t
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
TO CENTER OF
12-.0" MAX. OPEN CHASE
3X5 3X3 IX3 3X3 3X5
T
fir\ t
3X3 IX3 3X3 3X3
2XII I 2XII
R-4129 V- 3.50' 1.5" R-412# V- 3.50"
—8-0-0
OVER 2 SUPPORTS
PLATE TYPE--RLPINE SEON--137936 FUIRNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCTOR REV 13.1.5 SCALE -0.5000
ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE DESIGN CRIT - REF
c::3 17-7) 17-3 **IMPORTFINT**"WITNENCIT BE RESPONSIBLE FOR my WARNING IN HFNIOLING, EREICTION AND ......I.....
UEVIRTION FROM THESE SPECIFICATIONS Olt ANY DEVIATION FROM MW]Nr,.SEE "BU-76*,IMICING NOW TRUSSEga S K qo.0 pS
IT
TC LL qo.0 PSF DATE 1112UB7
IHIS DESIGN OR HUY FAILURE TO BUILD THE TOES IN COWORt COMMENTARY RNCI RECOMMENDRTIONS-OTPI). SEE 10
VINCE 0 PSF
5.0 PSF
\NE� 5.
5-70 PSF BS
Willi TIC 'OUHLITY CONTROL rOUL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR FQOITIDNRL SPECIAL PERMA- TC OL 10.0 PSF ORVG HL 60627
hK MR"RCTURED FROM P GRUrE GALVRNIZED STEEL UNLEM NEWT ORKING REDUIREMENIS. UNLESS Dn0WtSE
[HERWISE SHOWN, MEETING RECUIREMENTS OF RITH R446 GRADE R. SHOWN, TOP CHORD SHALL BE LRTERFLLY BRICEO BC DL 5.0 PSF q -ENG
Lp I
LPINE
T
V?L CO"CICIRS TO tW H FACES AT EACH JOINT HINCI LOCATE Fig 917H PROPERLY RTTRCK0 PLYIIOOD SHEATHING, E TOT.LD. 55.0 PSF O/R LEN. B-0-0
55 SHOV BEARING WIDTHS ARE 4'VNDMIWL UNLESS OTHERWISE SHDWW. BOTTOM CHORD WITH RIGID CEILING OR SUMMINWar, Or
/TRUSS c IASI% SIHNDHHUS CONFORM I TH APPLICABLE PROVISIONS OF 1 1111 ON DESIGN. 00 NOT USE THIS DEPTH
T
",:EC .... OUR.FFIC. 1.00 16.0
-NOS RNO RIPI (PCT). ..H FIRE RETARDANT TNERTED LUMBER.
G-API - 11405.6_PLATE INSTITUTE, NOS-NATIONAL DESIGN SPECIFICATION FOR VOW CONSTRUCTION SPRCING 2q.O" ITYPE - SY442
Lu-1 ( :3 r_� c A t__:1
joa# �SK 117/3037 r77-
rTop cHdRD 4X2 SO. PINE #2 KO 15X NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
OP
BOT CHORD 4X2 SO. PINE 02 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
OT
WEBS 4X2 SO. PINE #3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
,wi_(2)4X2 SO. PINE #3 19X
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
3-6-0 1 TO CENTER OF
15.0' MAX, OPEN CHASE
30.0' TYP.
3X5 3X3 3X3 3X5
T T
1-4-0
3X3 IX3 lX3 3X43
2XII I 2X
R-3574 V- 3.50' .%-,357 V 3.50"
OVER 2 SUPPDR
PLATE TYPE--ALPINE SEQN--137935 FURNISH A COPY OF THIS DESIGN TOT&ECTION CONTRACTOR REV 13.1.5
ENE TRUSSEIT REQUIRE E"REM oft DESIGN C REF
**IMPORTANT** F9LH`RLKLNa0TAbjlE&RE SOPKIOLE'FISN' INmcy' WARNING IN WAXIM, ERIXTION MOST
UEVIRI`]ON FROM THESE SPECIFICRTIOKS Do MY DEVIRTION FROM INUICING.SEE *WT-76',TOWING NOOD TRUMSS .........
""I
S.K. TC LL qO. PSF DATE 11
IN
USS
r=3 ]HIS DESIGN DR TINY FRILURE 70 BUILD THE TRUSS IN COMFORMRNM COMENTIRIT FIND RECMINDITTION91-0voll. SEE
.............
VITH THE 'OUFLITf CONTROL 1`011AL"BY TPI. FLPINE CNAMECTORIS THIS DESIGN FOR ROOITIONPIL WWII.PF"- TC OL 10.0 PSF ORVG HL 606?8
INS,69 HEWJ -Z'
RUE rft"ACTURED FROM 20 CAM CFLVRNIZEI) STEEL UNLESS WENT SWUNG REOUIREW.1179. E III ISE
OTHERWISE S110101N, MEETING VdaOUIREINEWS OF FIST11 R404 GRFCE ft. OWN, TOP CIRNHO ISMI.BE LATERALLT DOM 1 4
PIN (i 9C OL 5.0 PSF q -ENG
W-I'Ll CMACIORS TO BOTH FRCES RT EMN JOINT 111,10 LOCRTE R5 VIIH PROPERLY RTTWIED FLYWOOD SHERTHING, 0.
BE V PSF
WIDTHS TRUE ll"NINIMIL UNLESS OTHENI rN -' E TDT.LD. 55.0 O/R LEN.
SHOWN. DEM]w 0; VITH RIGID CEILING OR 04WING 1 7
TRUSS OESIGN STHNUHROS CUWUHM WIN IllI'LICAULE PROVISID CIFIM ON DESIGN. DO MIT USE THIS cl
TR -NDS TvV-IPI O'CT). IBOSIT:ECTM OUR.FAC. I.DO DEPTH 16.0"
DESIGN VITH FIRE RETARORNT TISTED LUMER.
*--IPI - TRUSS PLRIE INSTITUTE, NOS -FATIONAL DESIGN SPECIFICRTION FOR MOM CONSTRUCCIJOIN SPACING 24.0' TYPE CVAI)
jogs- SK 117/3937
tOP CH6RD 4X2 SO. PINE *2 KD ISZ NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHOOD---4X2 SO. PINE #2 KO 15% IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
%JEBS 4X2 SO. PINE *3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
sWl-(2)4X2 SO. PINE 03 19X 8
REFER TO DRAWING A159 FOR TYPICAL PLATE LOCATIONS.
2-6-0 TO CENTER OF
21.0' MRX.-i OPEN CHRSE
3X5 IX3 IX3 3X5
T
r lN I
3X3
2X4 2Xq
R-2474 W- 3.50" l3s2`171 V 3.50'
___5-0_D
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--13793q FURNIS14 R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5- ME 0.5000
ENE TRLISSES REWIRE EXTREME CARE DESIGN CRITTPT-PC REF
**IMPORTANT** fs'HPLTNENLUNITH"Re~DmiKmmE Ts,' 'FNc- WARNING IN waxiNG, ERECTION RNO
DEVIATION FROM TWSE SPECIFICATIONS 04 ANY DEVIATION FROM INWING.SEE -fwT-?S%llmAclNG VOW TRUSSES:
WALE a-sm
6062q
N5
1HIS DESIGN OR ANY FAILURE TO BUILD THE Tf&)SS IN CONFORTIRNCE COMMENTARY FWD RECOnMENDATIONS-oVI). SEE S.K. TC LL 40.0 PSF ORTE 11/28/87
wj...... TC DL ID.0 PSF QRVG HL 6062q
C-3 WITH THE "OTftITY CONTROL MF#Xft"BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPMIFL PEAMR-
c'j
c___) E_-_I c=_3 imf MMurRCTLjREO FROM 20 GAUGE GALVANIZED STEEL LOCESS NENT BRACING REMIREmENIS. UNLESS OTHERWISE
SHOWN, TOP CHDRO DRILL BE LRYEATILLf BRACED x, (i o BC OL
0 1 llERWJSE SHOW, MEETING-NEWIFIERENTS OF ASTM R4U GRACE 0. 5.0 PSF 4 -ENS
LPIN
tit-PLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS VITH PROPERLY ATTACHED PLYWOOD SHEATHING, 343611-,
TRUSS _ ': )
,A
tillo N. Bkmjw 5-0
1--_j -3 VID1115 WE 9*NOMINFIL UNLESS OTHEERVISE SHDUN. BOTTOM CHDRO WITH 41010 CEILING OR BRACING TOT.LO. 55.0 PSF O/R LEN
TRUSS LkSVIG SIHM"US CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. 00 NOT USE THIS
OUR.FAC. 1.00 DEPTH 16.0"
%'Al.HOS:w IPI IPCI). DESIGN 917H FIRE RET~TREATED LUMBER.
"'Fia..D
Eln 1,71 C73 r-7-1 C::) C-- *--TPI - TRUSS PLATE INSTITUTE. NDS-NATIONAL DESIGN SPECIFICATION FOR VOW CONSTRUCITON I , . . . ,I SPACING 24.0' ITYPE
E
JoBr�--S-K 117/3037
TOP CH64n , 4X2 SO. PINE *2 KD ISX NOTEs THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHORD 4X2 SO. PINE *2 KO ISX IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
WEBS (2)4X2 SO. PINE #3 19X, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
%Wl-4X2 SO. PINE *3 19X t I
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
3X5 3x5
T T
ri I
3X3
2XII I 2X4
R- 37 .�,3.5D- R-1379 V- 3.50"
3-D-0
OVER 2 SUPPORTS
PLATE TYPE--RLPINE SEON--137933 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCMR REV 13.1.5 SME-0.5000
NE IINEEREO PRODUCTS, INC. TRUSSES REWIRE EXTREME CHRE OESIGAWIT PI-P REF
r---3 C=3 =3 r--3 r�3 =1 **IMPORTANT** S'HRL'L NOT BE RE04MIDU FOR ANY 'WARNING IN HFAXIM, "Ecylow Fm ......
C=l C�-� t*VlHTIOW FROM THESE SPFCIFICRTIONS Oft FNY OEVIRTION FROM BRRCING.SEE 'UT-7r,UNNICING VD00 TAvSSESs S K TC LL qO.0 PSF DATE Il/
IF
4,- 28/B7
C-1 1111S DESIGN OR FINY FRILURE TO BUILD THE TAM IN CONFONOCE COMMlENTRRT RNO RECOMMENORTIONS-071). SEE ..........
c_-_l C73 L-�l VlrH TIE '0UMIlT CONTNOL rVINUFL-BY TPI. MLPIWE CONMECIORS THIS DESIGN FOR FWITIONRL SPECIFL PUM- 11: OL 10.0 PSF ORVG HL 60630
HHE MWORCTURED FROM 24 GAUGE GRLVWZEO STEEL UNLESS NEWT ORCING REWIR5MENTS. U111LESS OINEWISE S
c=3 c-=l 9C DL 5.0 PSF 4 -ENG
UIHERWISE SHOW, MEETING REQUIREMENTS OF RSTM Rq4B GRROE R. SHOWN. TOP CHORD SHFLL K LRTERFLLT SlFlCED tAo safil 1.
LPIN S
HPPLT CONNECTORS TO BOTH FRCES RT EFICH JOINT FIND LOCRIE AS WITH PROPERLY RTTRCHE0 PLYWOOD SHERTHING,
t_-
TOT.Lo. 55. PSF O/R LEN. 3-0-0
BE IT D WITH RIGID CEILING OR NFICING
%HDVN BERRING.VIOlhS FAE 4"NOMINFL UNLESS OTHERWI
TRUSS UESIG� SIMMOS CONFORM WITH WPLICABLE PROVISID 0,0 DMECCMIFTED ON DESIGN. DO,NUT USE THIS 00 DEPT
OUR.FAC. 1. H 16.0"
c_-_i r_--1 c=j C=3 C:3 U-) NOS AND.1pl t?CT). DESIGN WITH FIRE RETFADRNT TQERTE0 LUMBER. SPACING 24.0" -TYPE
I - TRUSS PLOIE tNSTIIUTE, NOS-NFl7IONFL oEsirm SPECIFICRVION FOR VOW CONSIRUCTION .......
2d-
joBs SK 117/3937
FTOP.-CHORD 4X2 SO. PINE #2 KD 15% NOTEs THIS TRUSS MUST BE INSTALLED AS SHOWN.
H
CHORD 4X2 SO. PINE *2 KD 15% IT CANNOT BE USED UPSIDE DOWN. TOP
BOT H OF TRUSS
OT
W W
EBS (2)4X2 SO. PINE #3 19%. EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
X
.Wl-�4X2 SO. PINE #3 19X 3
REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
3X5 2Xq
I I 1 .1
T RK 1, T
3X5
RR50# WW-3DSDD"
oxq I
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEQN--137932 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 SWE-0.5000
moucls, INC. 7RUSSLS RECIUIRE EXTIRM OW DESIGN CR REF
E73 I MPORTANT** F9L*`tlLh*NeDTGKl%EEFt=5P0ldr TOLE FOR ANY WARNING IN WAXING, Ef=TION AND ............
1XVIATION FRW THESE SPECIFICATIONS 04 ANT DEVIRTIO14 FIRM SWIWG.Sm-01746-,(OWING WOOD Tmmls S K TC LL 4o. PSF ORTE
c::3 E7_1 r__j cn 11415 DESIGN OR FINY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTOR1 AND RECOrIMENORTIONS- TPI). SEE T7 11128/87
0 PSF
% 0 PSF
40-
10
5 PSF
r:_3 �_j E=j WITH THE 'DUALITY EDNIROL By TPI. FLPINE CONNECTORS THIS DESIGN FOR HGOtTIOWIL&KCIRL PF"_ TC DL 10.0 PSF DRVG HL 60 1-1
c__j C-1 HNE PMUFwIUHEO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT GRACING REOUIRErIEMIS. UNLEIIS DINERVISE -6
L-:::3 OTHERWISE SHOWN, MEETING REGUIREAENTS OF MY" 1"46 GAFIDE ft. SHOWN, TOP CHM SMLL BE LRYENUT SC OL 5.0 PSF q -ENG I
LPIN HPPLY CONNECTORS To BOTH FACES AT EACH JOINT AND LOCATE AS 91114 PROPERLY RTIFICHED PLYVOOD SHEATHING, f 5 0 PS
SIMW. BERRING WIDTHS ARE 11'WDMIWL UNLESS OTHERWISE r% CIA CHORD WITH RIGID MILING OR DIMING TOT.LD. 55.0 PSF O/A LEN. I-
OLSIGN STRNOWDS CONFORM WITH APPLICHILE PROVISIC O�19,9011 SPECIFIED ON DESIGN. 00 NWDT USE THIS 0_0
TRUSS
TRUSS OUR.FRC. 1.00 1 DEPTH 16.0"
c-,3 C.::] C::3 C=J r-_-J NOS PIND *TPI IPC7). DESIGN Wilti FIRE REIRROFINT-TREATED LUMBER.
..-TPI - TRUSS PLRTE INSTITUTE, NOS -NATIONAL DESIGN SPECTFICR71ON FOR WOOD CONSTMX710M
SPACING 2q.D" TYPE MLSY4?
joes, SK 117/3037 A
TOP CHb"_-4X2 SO. PINE #2 KI) 15X NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN.
SOT C146RD 4X2 SO. PINE *2 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
WEBS 4X2 SO. PINE #3 19X, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
tWl-(2)4XZ SO. PINE #3 19X
REFER To DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
TO CENTER OF
20.D- MAX, OPEN CHASE
30.0' TYP. IX3
3-X.G 3XI4 3X3 3X3 3X3 3X3 3X5
L"W
1-4-D
3X5 IX3 IX3 3X3 3X3 qX4
?xIl I 2X4
fi-fflit v- 3.50- 3X4 1.5' R-77 I i W- 3.50
lq-4-12
OVER 2 5&'PORTS
PLATE TYPE--ALPINE SEON--137931 FURNISH A COPY OF THIS DESI TO ERECTION CONTRACTOR
SM -0.5000
RE E TRUSM REWIRE EXTREME CRIE
[--I E—1 E:__I C=l C= F:�l **IMPORTRNT** SHW'PL'L NEINT"KINERNESOONSPRIDOL"E FRR' IftNcY' WARNING IN WINOLING, ERECTION AND DESIGN CRITTPI-ECT REF
— --A— — — OLVINTION FROM THESE SPECIFICINTIONS OR my tiviRrION FROM 50001G.SEE 'UT-?B',UNMING VOW TRUSSES:
1=3 11119 DESIGN OR INV FAItUNE TO BUILD THE TRUSS IN CONFQRMRNCE S K TC LL 40.D PSF DATE If/PR/87
:3 r 3c............
COMMENYFIRT FIND RECOMMENINITION-owl). SEE
I . w.;�xf I CI'-
C=3 r_--] C=3 C:Zl WITH THE -OUHLITI CONTROL HRVJFL'BY TPI. FILPINE CONNECTORS THIS OESICN FOR ADDITIONRL SIRECIFIL FERMR- TC DL 10.0 PSF DRVG Hi- 60631
E=1 HRE MHWFACILHEO FROM 20 GRUGE WILVANtZED STEEL UNLESS NEXT WEIRD REOUIREMEIRTS. UNLESS OTHERWIBE
011ERVISE SHOWN, ViEFIENG 3EQUIREMENTS OF FSTII A4411 GRACE R. SHOWN, TOP CHORD SHFILL SE LRTERFLLT INtROED o.34W3 8C OL 5.0 PSF q -ENG
S RT ERCH JOINT RNO LOCRIE RS VIIH PMERLY ATWZHED FLYV000 SHEATHING,
LPIN HP?Ll CONNECTORS 10 BOTH HVA
E= SS E TOT.LD. 55.0 PS O/A LEN. 14-4
'AM . DEMING WIDTHS RRE 4"NOMINIL UNLESS OTHERWISE SHOWN. BOTTOM CHORID WITH RIrID CEILING OR INKING
TRUSS N ITH E PROVISIONS OF RS WECIFIED ON DESIGN.
UESIG� STRWORROS CU*URM V WPLICPfiL DO NDT USE THIS
TRU
-NDS RND-IPI tPCT). DESIGN WITH IRE UNDER. ....... LR.FRC. 1.00 DEPTH 16.0"
F ,FIVtURNT TREATED L
'r-:7j L E=3 r=3 L:L I r TRUSS PLRIE INSTITUTE, NOS_-_NATIONRL DESIGN SPECIFtCRTI VOW CDNSTRUCIIDN JSPRCING 24.0- TYPP
JOBt SK 117/3837
TOP C90RD 4X2 SO. PINE *2 KD 15% NOTEt THIS TRUSS MUST BE INSTALLED AS SHOWN.
BOT CHORD 4XZ SO. PINE #2 KO ISX IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
WES—c--44(2 SO. PINE *3 19% MUST BE MARKED BY TRUSS FABRICATOR.
REFER TO DRAWING A159 FOR TYPICAL PLATE LOCATIONS.
TO CENTER DF
20.0 MAX. OPEN CHASE
IX3 30.0" TYP. 1X3
3X5 3xq 30 30 3X3 3X3 3X5
1 11-0
-4-
4X4- IX3 IX3 3X3 3X3 4X44
2XII 2XII
R-/911 V- 3.50" 3xq R-7931 V- 3.50"
OVER 2 SUPPORTS
PLATE TYPE--RLPINE SEON--137930 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY 13.1.5 0.5000
E PRODUCTS, INC. TRUSSES REQUIRE EXTREME CRRE
m r__l r=l C=3 IMPORTANT** RSHLPFL'LNENEDNTG'BENERREESOMMIDLE FOR FW WARNING IN HFINDLINS, E=TION 00 ........ DESIGN CRIT TPI-pr-T REF
t&VIRTION FROM THESE SPIECIFICRTIONS ON FRY OEVIRTION FROM W=ING.SEE WT-79-,I&qWIW VOW TRUSSESt S K TC LL 40.0 PSF DATE 11/28/87
I [R
c-A U-1 11115 DESIGN OR FINT FRILUNE TO BUILD THE TRUSS IN CONFORPF&CE COMMENTARY FIND REcOMMlENOR7ION9_.YpIj. SEE
D
C�_ L7__) C_� C-3 WITH IfE "OUHLtTY CONTROL MfNUfL'UY TPI. RLPINE CONNECTORS THIS DESIGN FOR FIDDITIONRL SPECIRL PERMA- TC OL 10.0 PSF DRVG HL 6063?
L�_ ' = C-3 r__l HHE r"*fKTU4EO FW)M 20 GAUGE GALVRNIZEO STEEL UNLESS NENT HRFICING REQUIREMENTS. UNLESS DrHERV(SE to". N
__3 — 0111ERVISE SHOWN, MEETING-11EQUIREMENTS OF FISTM R4qg GL90E R. SHOWN, TOP CHORD SWLL BE LRTERFILLY INIRCED -1 1,S. BC OL 5.0 PSF q -ENG
LPINE — Y ijAo.3ABC
LZA HPPL CONNECTORS TO BOTH FRCES BY ERCH JOINT RNO LOCRTE FIS 917H PROPERLY RTTRCNE0 PLYWOOD SHEATHING,
SmWN. bERHING WIDTHS HRE V NDMINFL. UNLESS OTHERWISE IT:ECHORO WITH RI 10 CE NG OR BRACING TOT.LD. 55.0 PSF /A LEN. lq-B-C)
C
TRUSS
,A ON OE:IGN. ILI
TRUSS JILSIGN STRUDARDS CLWORM WITH FPPLICF*LE PROW ISIon; I.- VIED DO NUT USE THIS DEPTH 16 0..
.M)S RHO TPI IPCT). DESIGN WITH FIRE REIRROANT TRERTED LUMBER. OUR.FRC. 1.00
4,fl? ;rrr lox
6-11-1 - fRUSS ftfliE INSTITUTE NOR-NRTIONFL DESIGN SPECIFICRTION FOR VOW CONST SPACING 214.0' ITYPE
RUVION
�yj
3Q lc�:3
1 010*03 It s"VO, VUM cr-3
lot -W m
SAGO .4stfll C-- C:;3
—1 At WOAS 3w C;:., c:3 E51
1"I�Vllk 013g4*W �%jjjk C:�j
,.04 Val olosla"
4 Alit .3sjv;f*10.
YA Ior Vk*..of3 V�OOIMI* UWA 03 1 C--:3
toll C001334 too vw s ot , c::3
91;10�1;,o lAlo AG �Ww Ill III valoo s c::;)
013 0-is-A 110 �,00,01"'s .,a�00 is 0315Wr A.-OWU_0 "o A 3
00% 016116 OVIR 0A W 4s j.,Jj its ol Was
Sj%VAV,VA1111.93 i3"Nils I� two I-3kL 0 4314
woo-41 1,,*
'..H.0 go 10 lco
10 34
4�S
N 010 jeas3s
Ab o0a Vol I'l 00 U'A 3-01 --*klgs
3 If III i 39A 01-03
3151 - como-od go —
014 Issa ma
VL
00 011M,;
t%v
....... CIO, voolloo 3tval
013 do Oil -INID
WS o
CS
Y,
h 01C
GVE
io d3 OSIV C)J, d3j3l
V-L
Ott
3VIVIN
L"03
L -60 sjowk -If%'
.SjAOjJ,4:)O1 G3 OV3S lao SaIA .0s ZAVW
-473' 31A I ol I.,
p A4 '63"J10
S3f\ j�.3-3�30 E* ZYV
11v"s .0s
1141 a .0s -ZYV
'31414 Z'�A' , -AS
3VA
_I I.,
t1t\ot%s sli sit,,
%S% 61 Z* t1co
%sl
J'Sfm
h1a 03,A-d-OA .43 014
S S 3s 1004%3.L
03so sitki.
-613 IX 3'a I S
aojL. s
40 01.11V LSJ4 3
S-4
joat SK 117/3037
F-Top C40RD (2)4X2 SO. PINE #1 DKD 15% NOTEs THIS TRUSS MUST BE INSTALLED AS SHOWN.
a BOT fZHORD (2)4X2 SO. PINE *2 KD 15X IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS
0
j WEBS 4X2 SO. PINE *3 19%, EXCEPT AS SHOWN MUST BE MARKED BY TRUSS FABRICATOR.
.Owl-(2)4XZ SO. PINE #3 19% 2
NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN
THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS.
REFER To DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
TO CENTER OF
s�20.0" MAX._
I i OPEN CHRSE
1xi 20.0" TYP. Carry 1200 plf on T.C.
lX3
qxq qxq qxq 5xq 5xq SX5 GXq 7XIO, GX6 5xq
T
1-4-D 1-4-0
4X4 4xq 1.5xq 5X5 6XIJ 5X4 ' 7xlO 2X4
2X4 2XG
V- 3.50. 5xq 1.5X4 3.0" R-4785# V- 3.50- 3-0-0 5X4_I
14-8-0
OVER 2 SUPPORTS
PLATE TYPE--FILPINE SEON--137928 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR KV 13.1.5 GCFU-0.500D
PRODUCTS, IND ALAMES REQUIRE EPREIIE WIRE REF
1, HIVIDLI.G. DESIGN CRIT Tpl
C=j C-.3 I= =3 Cn **IMPORTFINT** WFLPITENED761INERECREMONSIBLE FOR ;7*i WRRNING I ERECTION FIND
C-:) C=3 I--] DEVIATION F013M THESE SPECIFICATIONS OR MY DEVIATION FROM ARKING.SEE -UT-79-,INKIND NOW TRUSSES$
c-_I C-71 c--I ws S.k TC LL 40.()PSF DATE 11/29/87
4X4
[REF
THIS DESIGN OR ANY FAILURE TO WILD THE TRUGS IN CONFORMANCE COMMENTARY AND RECCIIIIENORTIONS-sTPI). SEE .. .... F OF TE
PS
lz�j r-1 C=l E=3 WITH THE MURLITY CONTROL HAIM'BY TPI. "INE CONNECTORS THIS DESIrN FOR ADDITIONAL SPECIAL PEMR- TC DL 10.0:PSF OAVG Hl- 60634
t=-j L-_a I= E=l ME rf"HCTLRED FROM 20 GAUGE GALVANIZED STEEL UNLESS WENT BRACING REDUIREMENTS. UNLESS OTHERWISE PS
PIN r-z3 OTHERWISE SHOWN, MEETIkG NECUIREMENTS OF FSTII ARMS GARCE A. Sam, TOP CHM*ftL K LATERALLY ORI'm 0.348 0 HC OL 5.0 PSF q -ENG
I PS L
RPPLY CD"CTORS TO EOTH U14CES AT EACH JOINT FM LOCATE AS NITH PROPERLY ATTACHED PLYWOOD SHERTHING,
SHOWN. BLARING WIDTHS FIRE 4"NOMINAL UNLESS OTHERWISE OWN. TE F TOT.LO. 55.0 PSF O/A LEN.
BOTTOM CHM WITH RIGID CEILING OR ONFICING ;I- r
TRUSS f)ESIGN STFINOFRUS CL#*OHM WITH FPPLICFWLE PROYISIONS OF RS SPECIFIED ON DESIGN. W NOT USE THI
L-3 -A FND5 HNU oirl MIT DESIGN WITH FIRE RETIIRORNT TREATED LUAIIER. RI*-**".**.- OUR.FRC. 1.00 DEPTH 16.01,
'CL-I c-A C-3 = cz:3 (--D T
Yp
--IPI - TRIM PLHIE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR VOW CONSTRUCTION SPACING 24.0" TYPE
Z'4 4- 71
Ry
Vl\
7N
j HliczIs
CITY OF
Off Ice of Building Official
REOUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received PM. D No.
Job Address Locality
Owner's
Name Contracto
BUILDING CONCRETE ELECTRICAL PLUMI#�G` MECHANICAL
Framing Footing 11 Rough Wiring P--' Rough' Air.Cond.&
Re Roofing D Slab El Temp Pole 1-1 Top Out Heating
Lintel El Final L] Sewer El Fire Place F-1
READY FOR INSPECTION Pre Fab
Mon. Tues. Wed. Thurs. A.M. �rida�y '
Inspection Made PM.
Inspector Final Inspection El
Certificate of Occupancy
Date
79
O'A
15
JOBs SK117/3U44 -17
TOP/CHORD ?X4 SO. PINE *2 Ko 15% TIC X-LOC L-Rs 0.29 4.88 7.83 11.59 15.38
BI�T CHORD 2X4 SO. PINE #2 KD 15Z
1�1 WEBS ?X4 SO. PINE #3 19% BC X-LOC L-Rs 0.29 7.83 15.38
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A194R FOR OVERHANG DETAILS.
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. '
4X4
IX3 IX3
1D.00 10.00
2X4 2X4
E9
3X6
R-7091 V- 3.50" R-709# V- 3.50"
7-10-0 _1_!-10-0
15-B-0
OVER 2 SUPPORT
PLATE TYPE--ALPINE SEON--137942 FURNISH A COPY OF THIS DESIGN TO 2RECTION CONTRACTOR my 13.1.5 ScRa-D.m
E_-:3 E= CM = L--::l * TRUSSES REQUIRE EXTREME CARE .,01....,, DESIGN CRIT TPI REF
*IMPORTFINT** S'HFL'L'NEDlw'BNEEEREm&'PONPS'IBL=E FTosR' IFN*cy' WARNING IN wAxim, ERECTION ONG S.K
OEVIAfION!FROM THESE: SPECIFICRTIONS 04 FW DEVIRTION FROM mcmra.m IBIRCIND WOOO TRUSSES, TC LL 30.() PSF DATE 11/28/87
C7=3
= r___j FHIS DESIGN OR RWY FRILURE TO BUILD THE TRUSS IN COWOPAINCE COMMENTARY FIND RECCmMENORTI=-*TPI) SEE ...-A�f IC4
C=) = WITH THE 'OURLITT CONIRM.MRWURL"BY TPI. FILPINE CONNECTORS THIS DESIGN FOR F100ITIONRL SPECIRL*PERMR_ + TC OL 7.0 PSF ORWG Hl 6Q622
HHE MFNUFRCTUltEO FROM 20 CRUSE GRLIRNIZED STEEL UNLESS WENT SINKING REQUIREMENTS. UNLESS OTHERWISE mi 9
OTHERWISE SHOWN. MEETING REQUIREMENTS OF FISTfl R1148 GRACE R. RM, TOP CHDRO SHALL K LRTERFLLY 3AS6 8C OL 10.0 PSF 4 -ENG Isl
LPIN . t
HPPLY CONINECTONS TO BOTH FACES RT ERCH JOINT AND LDCATE R9 WITH PROPERLY RTTFCHEO PLYWOOD SHER IND. Fo" TOT.LO. 147.0 PS O/n LEN. 15-8-0
dEg
t07 NG OR
1:73 SHOWN HERRING W HS FIRE R"NDMINRL UNLESS OTHMISE SHOWN.I BOTTOM CHORD WITH RIGID CEILING OR tw.
TRUSS DESIGN StwoMUS CONFORM 11191 WFLICABLE PROVISIONS OF RS SPECIFIED ON DESIGN. DD HOT THIS ........ OUR.FRC. 1.33 PITCH 10.0/12
u-:144C — I-NOS RHO sIPI IPCTJ. DESIGN WITH FIRE RETFWmt0wRWffT TRERTED I TYPF rnmN
rpi rRuss PLRIE INSTITUTE, NDS-NRTIONRL DESIGN SPECIFICATION-FOR VOW CONSTRUCTION -fil llll%"�ol SPACING 24-n"
JO8.s SK 117/3044
TOP CHOVeD 2X4 SO. PINE #2 KD 15% TC X-LOC L-R& 0.29 6.08 11.83 17.59 23.38
BOT fkORD 2X4 SO. PINE #2 KO 15X
WEBS ZX4 SO. PINE #3 19X BC X-LOC L-Re 0.29 11.83 23.38
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A163 AND A104R FOR OVERHANG DETAILS.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.*
4xq
IX3 IX3
2X4 2X4
5X6
R-1085# W- 3.50' R-10051 V- 3.50'
11-10-0 -1 11-10-0
23-B-0
OVER 2 SUPP?RTS
I
PLATE TYPE--ALPINE SEON--137943 FURNISH A COPY OF THIS DESIGN 0 ERECTION CONTRACTOR NEW 13.1.5 0.2500
TWA=REWIRE EXTREME CRRE DESIGN CRIT TpI REF
CM C 3 r-=) C=l **IMPQRTflNT** ','H'FPL'NLEEDN.Gi.NEERNEDPNp,,RmL,mFT6,'R [Akci WARNING IN HANDLING, ERIETION AND ............
DEVIRTION FROM THESE SPECIFICATIONS 04 MY OEYIRTION FROM ORRCING.SEE -UT-76-,EMMINS WOOD TRUSSESI o" S K
r TC LL 30.0 PSF DATE 11/28/87
T
..........
V-73 E= fHlS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY AND RECOMMENORTION3-wTPI). SEE .Iv .-k%fjC4'-.
C7=1 c-_-_l WITH TtC -UUALITy CONTROL Mmaft"Lrf TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- TC OL 7.0 PSF DRVG HL 60621
HHE MFWACTURED FROM 20 GAUGE GRLVRNIZEO STEEL UNLESS WENT BRACING REOUIREMENTS. UNLESS OTHERWISE
IEZF .
SC OL 10.0 PSF 4 -ENG lisi_
L73 OFHERVISE SHOWN, flEEIING REOUIREnENTS OF RSTM R496 GIR13E R. SHOWN, TOP CHM%lRLL BE LRTERFLLT '140
BRACED
A
RIN
LPIN HPPLV CONNECTORS TO 80TH FACES AT EWA JOINT RNO LOCATE AS 911" PR0fElLY RTTRCHEO PLY19tomw SHE HING,
SHE I ING TOT.LD. 47.0 PSF O/A LEN. 23-8-0
SoiDW 0 a NOMINRL UNLESS OTHERWISE SHDWN.j BOTTOM CHlOR0 WITH RIGID CEILING BRACING I
ERRINr Wt THS HRE q OR THIS r
CONFORM WITH APPLICABLE PROYISIONIS OF I AS SPECIFIED ON DESIGN. GO NOT USE THIS
OUR.FAC.
ED LUNBER
'z
11 L
E_ -3TRUSS E:__ ")IL, 1 .33 PITCH 10.0/12
=1 E-1 C73 E= ED
-NOS RND-TPI (PCT). DESIGN WITH FIRE REIRRORNT TREAT 'Ili list TYPE COMN
9 i -I-.fill - [RUSS PLATE INSTITUTE, NOS-NATIONAL DESIGN SPECIFICATION FUR WOOD CONSTRUCTION " i" SPACING 2q.0'
T�5
[TOP CHORD ?X4 SO. PINE #2 KD 15% TC X-LOC L-Rt 0.29 6.H8 11.83 17.59 21.30
BOT CHORD 2X4 SO. PINE #2 KD 15%
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-Rs 0.29 11 .83 21.38
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND A184R FOR OVERHANG DETAILS.
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.-
qxq
10.0D
IX3 2.5Xq
2Xq 10.00 1 .5X3
2-0-13
5XG
2.5X4
R-991# W- 3.50" R-991# W- 3.50"
21-B-O
OVER 2 SUPPORTS
PLATE TYPE--RLPINE SEQN--137945 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 13.1.5 SCALE -0.25110
C:3 C-3 CM C�n C-3 TRIMES REWIRE WREIIE CRK ......... DESIGN CRIT REF
IMPORTANT** 9"WIT'NO'T IMENEERSEOMSPRIffE F730R' IRG' WARNING IN HANDLING, ERECTION AND
0EVIRTION FROn THESE WCIFIrRTIONS Oil INV DEVIATION FROM INIFICING.SEE MT-76',tIVIRCING VOW TRUSSESS S K
CARE
]TI RE
0-0 PSF OR
PS
77F DR
PS q
TC LL 30.0 PSF DATE 11/28/87
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFDRI%NCE COMMENTRRY IINO RECOMNORTIONS-071). SEE
ONS THIS DESIGN FOR ADDITIONAL SPOOL PEMR-
E-=) r--3 MIN THE -OURLITY CONTROL HANDAL'BY TPI. ALPINE CONNkCT TC DL 7.0 PSF ORVG, HL
;HEA�r
-:,-,ICY 60620
E
HNE MOORGILRED FROM 20 WAIGE GRLVfiNtZED grEEL UNLESS NEWT BRACING REOIJIREIIENTS. MaLm OTWERNWISE 10.0 PSF q -ENG
7 PSF 0/
P 3
BC DL
LPI C=l (ITHERVISE SHOUN, MEETING REIXJIREftEWTS OF RSTR Rq49 GRROE R. SHOWN, TOP CHORD SHALL BE LATERILLY MFWMo 3AS ;'I
r
WPLY CONNECTORS TO BOTH FACES AT EWA.1010T FPO LOCRIE RS VITH PROPERLY RTTRCHEO PLYVOOD SHEATHING,
,RAGING
SHDV .SEARING VIOTHS ARE 4'NOMINAL UWE S TOT.LD. 47.0 PSF O/R LEN. 21-8-0
If SS OTHERWISE SHOWN TTOM WITH
RIGID CEILING OR BRACING
SPE�r Z I "; ,
TRU DESIGN SIHNOARDS COWOM VITH APPLICAMI-E PROVISIONS 0; BROS IED ON DESIGN. OD NOT USE THIS OR% 4
.33
OUR.FAC. 1.33 PITCH 10.0112
-WS AND-TPI (PCTI. DESIGN WITH FIRE RETARDANT TREATED
r7l F--)
L I = C�- -�-11!111 SPACING 24.0 ITYPE COMN
i .--]Pl - TRUsS PLATE INSTITUTE,_NDS -NFITIONALOESIGN SPECIFICRTION FOR VD1)0 CONSTRUCT ON
C!O n ?X4 SO. PINE *Z KD 15% TC X-LOC L-Rs 0.29 7.56 14.57 21 .58 28.60 35.61 43.17
RD ZX4 So. PINE *2 KO 15X
WEBS 2X4 So. PINE #3 19K BC X-LOC L-Ro 8.29 11.86 21.58 32.10 39.02 43.17
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
5XG
2.5X4 .5 4
5xll GXG
6.00
2X4
5X8 5X8 5XB
3xq
R-17994 W- 3.50" R-223 I# W- 3.50"
mq-0-0
21-7-0 _1_?1-7-0
43-2-0
OVER61 SUPPORT
PLATE TYPE--RLPINE SEOW-1379148 FURNISH A COPY OF THIS SIGN M 2RECTrON CONTRACTOR ny 13.1.S SCRILE -0.1975
PREGLICTS, INC. 74LISSES REGUIRE EXTREME CARE DESIGN CRIT Tpl REF
c=I C::3 **IMPORTRNT** SH"FILLNENEONTG'KNEERREESOPOWIDLE FOR my WARNING IM HRNIXIN3, MUCH FW ......
DEVIATION FROM THESE SPECIFICRTIONS OR RNY OEVIRTIOM FROM BROCING.SEE 'INIT-78-i 0114ACIND "�S K
WOM TRM$g
SCFTLE -I
.......... TC LL 30.0 PSF DATE ll/
c::3 THIS DESIGN DR ANY FRILURE TO lKJILO THE TRLISS IN CONFORPFINCIE COMMEWrRRY RND RECOMMENORTION11-47PI). KE Z'- -A�fIC4`-.
un L:a C-1 VIIH TIE 'IJURL111 CONTROL"RNt)RL'BY TPI. FLPjNE coNmEcToRs THIS DESIGN FOR RODITIONRL SIM111L PERMR- ,-4 TC DL 7.0 PSF ORVG HL 60618
ARE WtAFRCTLRED FNOr__ 20 GAUGE GALVANIZED STEEL tkXU NEWT MWING REOUIREMENTS. UMLESS OTHERWISE
c-73 LPIN c= OTHERWISE SHINN, MEETING REWIREMENTS OF ROTH 1101" GM ft. SHOWN. TOP CHIORD SWILL K LATERRLLf IMIRCED SO. SC OL 10.0 PSF 4 -ENG Js[_
APPLY CONNECTOR$ M BOTH FACES AT ETCH.10INT RNO LDCRTE ITS WITH PROPERLY ATTWIED PLYWOOD"RTHIls, TOT.LD. 47.0 PSF O/R LEN. 43-2-0
SHOWN.HEARING WIDTHS RITE 4'NOMINAL LINLESS OTHERWISE SHOWN. 11OTTOM CHORE)WITH RIGID CEILING OR ING
TRU DESIGN STANDARDS CONFORM WITH HPPLICRDLE MICNISIONS OF ITS SPECIFIED ON OES101111. 00 MIT THIS ....... 14 OUR.FAC.
NDS M!.!lt! IP271. TED 1.33 PITCH 6.0/12
r=l =j DESIGN WITH FIK RETRIMMINT TITER RED
RUSS PLRIE INSTITUTE, NOS -NATIONAL DESIGN SKCIFICAIION FOR VOOWO CONSTft=WlI Ifffilm" SPACING 2q-O" TYPE
. J08t SK 117/3644
TOP CHC*D 2X4 SO. PINE #1 DKD 15%. EXCEPT AS SHOWN TC X-LOC L-Rt 0.29 6.73 12.65 18.58 24.49 29.75 36.00
SOT CHORD ZX4 SO. PINE #2 KD ISX 4Ar.50
WEBS 2X4 SO. PINE #3 19X BC X-LOC L-R: iff.29 8.71 16.6iff 24.3S 32.37 48.50
sTI-2X4 SO. PINE #2 KD 15% t IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SUITABLE SUPPORT BY ERECTION CONTRACTOR.
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
REFER TO DRAWINGS A183 AND A1Z4R FOR OVERHANG DETAILS.
5X5
3Xq 2.5X4
5X4 2e5X4 TL 12 1 .50
G.DD
3XB- qX5
2.5X4 5X7 5XB 2.5X4
R-18909 W- 3.50' R-18909 V- 3.50'
24-5-15 jjG-3-9
140-9-13
OVER 2 SUPPOR
PLATE TYPE--ALPINE SEON--137947 FURNISH A COPY OF THIS DESIGN TOTPRECTION CONTRACTOR REV 13.1.5 SCFU -0-19?5
ERED TRUSSES RECUIRE WRIEN CARE DESIGN C REF
C=3 C-3 =3 C--'3 r--73 =1 **IMPORTFINT** 'P.'Lw-.ET',INEE.,,.#,RwLFmFlo.' ING' WRRNING IN maim. ERMTIOW FOO
C-3 C- --I c__3 IJEVJRTION FROM THESE SPECIFICATIONS 02 ANY DEVIATION FROM 8RAGING.SEE -617-76-,IIINCIND VOW TAUSSESS S K
I
'"'CARE
I'M AND
SMLE 0-1
R:
IT
4,-.1, TC LL 30.0 PSF DATE 11
7 SF 6 9
SF
C-71 G:3 [---J IHIS DESIGN OR TINY FAILURE 70 WILD THE TRUSS IN CONFORMAIMCE COMMENT .......... .0 P]
ART AND RECOMMENCIATION51-*7101). SUE
E
U73 c7l = WITH THE 'UWLITY CONTROL MANUAL'SY IFI. RLPINE CONNECTOR$ THIS DESIGN FOR ADDITIONAL SISCIFIL T- TC DL 7.1)PSF QRVG HI
Pum
or, IS -
c-_-_l C-D r_-_3 eft MFNUFHCIURED FROM IF) GIIUGE GALVANIZED STEEL UNLESS NEWT BRACINg REOUIREMEmIS. UNLESS OTHERWISE
I Ci
C
0-
ED .0 P
11111ERVISE SHOWH, MEETING AEOUIKMEWS OF ASIA A1146 GRADE R. SHOWN, TOP CHORD SHALL K LATERALLY INITICE 8C OL 10.0 PSF 4 -ENG lei
LPIN 140.
INS
'M NG PSF
r__3 11PPLY CONNtCHAIS 10 BOTH FACES AT EACH JOINT PAC LOCATE AS WITH PROMM-Y RTMCKO FLyVw INI E 47.0 PSF 0 4
SHOWN. KHRING WIDTHS PAE 11-NOMINAL UNLESS OTNEJIWISE OHM. BOTTOM CIVIRD WITH RIGID CEILING I TOT.LD. /A LEN. qO-S-1)
TRUSS I*SfrN SIRNUFM CUNFORM WITH HPPLICFALE PROVISIONS OF FIB SMIFIED ON DESIGN. IN) USE THI
I OUR.FRC. 1.433 PITCH 4.0/ 63.0/12
EA.
-M)s AM-TVI fpCT). DESIGN WITH FIRE RETFADANT TREATED LUMBER. 0
f---j — 4,,,f,"ftED I
" W,, SPACING 2q.0' TYPE nil
THUSS PtRIE INSTITUTE, NOS -NATIONAL DESIGN SKCIFIC"TION FOR WOOC)COWRUC71DN fill
JOBs SK 117/3044 /P
TOP_,,-,f96RD 2X4 So. PINE *2 KD IS% TC X-LOC L-Rs 9.29 7.S6 14.S7 21.58 26.96 32.19 37.48
BUT CHORP 2X4 So. PINE #2 KO 15K 43.17
WEBS 2X4 SO. PINE *3 19% BC X-LOC L-Rt 8.29 11 .19 21.58 32.19 37.48 43.17
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.* MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
5XG
2.5X4 3X7
5Xq
1 .5X4
G.DO 5XG
B.DO
2X4
5x8 5X8 1 .5X4
Gxts
R-132t# W_ R-27094 V- 3.5D'
21-7-0 _131-7-0
43-2-0
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEQN--137949 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTDR My SCALE -a.1875
14,11NE ENGINEERED PRDOUCfS, INC. TRUSSES REOUIRE EVREME CARE DESIGN CRITT REF
**IMP0RTF1NT** %ftL NOT BE RESPONSIBLE FORw WARNING io witaxim, micirm Fm
C-3 L__I DEVINTION FROM THESE SPECIFICATIONS 01 ANY DEVIATION FRM 0RACING.SEE 'BVT-?B-,MvcING VOW TRUSSES1 S.K. TC LL 30.0 PSF DATE 11/
F]W
ES' 0 PSF
SEE PSF
to PS
E .0 F
! 0 PSF
CEO
\'�..........
E MIS DESIGN OR ANY FAILURE 70 BUILD THE TR= IN CONFORPIRINCE CDNIENTRRY R40 RECOMMENORTIONS-sTPI). SEE C4
ROOt IONFL SPE IFIL PEIM Z TC OL 7.0 PSF ORVG Hi 6
r=3 r=1 WIIH Iff -OLIRLITY CONTROL 11ANURL-BY TPI. ALPINE CONNECTONS THIS DESIGN FOR 7 C
20 GRUGE GRLVRMIZED STEEL UNLESS RENT BRACING REOUIREMENTS. U14LESS 01 It
E rMNUFFICIURED FROM HERVISE 10.0 PSF 4 -ENG
L
UfHERVISE SHOWN, HEETIN9 REGUIREMENTS OF RSTII RM GORDE R- SHOUN, TOP CHM SHALL BE LATERALLY 0 t St. 8C OL
E# 1432�-O
LPIN THI TOT.LD. 47.0 PSF O/A LEN.
fV'PLY COW*CTORS TO BOTH FACES AT EACH JOINT ANO LOCATE AS 91TH PROPERLY ATTFRVCHED PLY#O0D 4@� 4
ING 0 d/�2
N BEARING WIDTHS ARE 11"NDMINRL UNLESS OTHERWISE SK)WW WITOM CHOW WITH RIGID OEILINGG OR I
USE J)U'
oft%
33
TRUSS CuNFoRn WITH FIRKICRILE PROVISIONS As SPECIFIED OM DESIGN. 00 NNOT .........
OUR.FAC. 1 .33 PITCH 6.0/12
TRUSS
-N15 RND-alPl-(PCT). DESIGN 917H FIRE REIPARMDRNNT TRKERTEMO L SPACING 24.0- T
&--let - INUSS PLHIE INSTITUTE, NOS --NRTIDNHL-DESIGN SPECIFICATION FOR WUoWo CONSTRUCTION YPE rnmpj
JOB SK 1 17/3044 2
TOP CHOR[v� 2X4 SO. PIN� #2 KO 15% TC X—LOC L—Rt 0.29 6.19 11.84 17.49 21.04
BOT Cq;URD 2X4 SO. PINE #2 KD 15X
WEBS 2X4 SO. PINE #3 19% BC X—LOC L—Rs 0.29 11 .84 21 .04
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND REFER TO DRAWINGS A103 AND AIff4R FOR OVERHANG DETAILS.
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
4X4
IX3 3X4
G.00 1 .5X3
2X4
SX6
2.5Xq
R-975# W— 3.50' R-9759 W— 3.50'
11-ID-2 _L9-5-14
21-4-0
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--137950 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRRCTDR REW
NE ENGINEERED PROOUCTS@ INC. T USSES REQUIRE EXTREME CPA DESIGN CRIT TpI REF
L__l f=3 L73 **IMPORTFINT** FSLHPRL'L NOT BE RESPONSIBLE FOR ANY WARNING 1: WAXING, ERECTION AM '01............
1173 C�Zl -�"' S K
DEVIATION FROM THESE SPECIFICATIONS Olt ANY DEVIATION FROM DWING.SEE 'aWT-?S",Uw4clNG IOOD TRUSSESS
E
'JMI EF
RT7E
RJG H 06 1 6
I CARE fq EN
Z'pf""' TC LL 30.0 PSF DATE ll/
L G
RMA
0/ L -0
ING, A EN
IHIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFDRfflNCE CMMTRRI AND RECOMMENORTIGNB-*TPI)' SEE `�Flc TC OL 7.0 PSF ORVG H 60616
C-,:l r___3 fJlfH THE "OURLITT CONTROL MlWJRL'BY TPI. ALPINE CONNECTORB THIS DE816N FOR HODITIONAl-SPECIAL
tHiE MRNt*HCTURE0 FROM ff GAME GALVANIZED STEEL UNLESS WENT BAKING REWIREMENTS. UNLESS DTWRWt$E
L-2.3 OlHERVISE SHOWN, METING REMAREMENTS OF FISTM A446 GUM ft. SHOWN, TOP CHDRD SHRLL BE LATERALLY DRRCF0 tAO. BC DL 10.0 PSF q -ENG JSL
LPIN WPLY CtM&CIORS TO BOTH FACES AT EACH JOINT AND LOCATE AS VITH PROPERLY ATTACHED PLYV=SHERTHIM,
SHOWN.BEHRING WIDTHS FIRE q"NOMINAL W&ESS a 1, TOT.LD. V.0 PSF O/R LEN 21 -4-0
THEMISE SHOWN. BUITOM CHORD WITH RIGID CEILING OR L NWING PI T 0 1
ISE '"IS
L *.......... H 2
\fi C
Typ
TRUSS [*.SIGN STANDARDS CUWOHA VIIH APPLICABLE PROVISIONS OF AS SPECIFIE0 ON DESIGN. GO NOT THIS Olt%. OUR.FAC. 1.33 PITCH 6.0/12
-W5 TA)_-IPI (KIT DES GIN 0 TH FlItE RETRftOAWT TREATED L CIO;
IPI - 1HUSI.;PLHIE INSI ITUIE, NHTIONHL DESIGN SftCli ICATION TOM VUU0 CONSTRUCTIUN 24.0" TYPE COMN
JOBs.,SK 117/3944
TOP CH ZX4 SO. PINE #2 KD 15% TC X-LOC L-Rt 0.29 5.88 18.81 15.86 2jg..92
BOT CNRD 2X4 SO. PINE #2 KD 15X
WEBS 2X4 SO. PINE *3 19% BC X-LOC L-R: 0.29 5.89 10.81 20.92
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EGUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.* MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
I-THIS END OF TRUSS MUST NOT BE EXPOSED TO WIND PRESSURE.
2X4
4X7
IX3
5X4 10-6-15
3.50
3X5 lX3 12 6XB .50 12 2.5 4
R-969N W- 3.50" R-969# V- 3.50'
10-9-12 -1 10-4-12
21-2-9 0
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--137951 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACMR REY 13.1.S SCALE 0.25011
TRUSSES REWIREE EXTREEMEE CMW DESIGN CRIT REF
(--1 17-1 C_� C-73 r=l **IMPORTRNT** S'H'K[LEMETmIKKEMFM"PMPIRBwLEmFysMt I$mcy' WARNING IN HANDLING, ERECTION AND ..................
r a
t CA
A
'z
L=j C-3 r----J DEVIRTION kROM THESE SPECIFICATIONS OR MY DEVATION FROM BRACING.SEE 'BUT-76'.(BRACING 11001)TRUSSES, S K Tc LL IT 0.0 PSF DATE III;I
3 29/137
7.0 PSF
1 0.0 PSF
.01
SEE _47 PSF
[HIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTARY FWD RECOMMENORTIONS-o7pil. SEE %
C=) C::3 WITH THE `UUHLITT CONTROL HMURL'Eff TPI. ALPINE CONNECTORS THIS DESIGN FOR FK)DITIONRL SPECIAL PERMR- TC OL 7.0 PSF ORVG HL
ISE
HIM
RS
RE MANUFACTURED FROM 20 GRUGE rJLYMIZEO STEEL UNLESS RENY BRACING REOUIREnENIS. UNLESS OTHERWISE
Be OL 10.0 PSF 4 -ENG
LPIN c7:3 OINERVISE SHUN, MEETING REOUIRERENTS OF RSTM R41111 GRACE ft. sHNm, TOP cHuRo sw&L BE LATERALLY 0
SHE
Mm N
""A:, 13
1=3 1=1 HPPLY CONNEC70RS TO BOTH FACES AT EACH JOINT FIND LOCATE AS WITH PROPERLY RTIRCHED PLYVoWwO 7 1 dEgl TOT.LD. 147.0 PSF O/R LEN. 21-2-8
SlOWN. BEARING WIDTHS ARE 4'NOMINAL UPLESS OTHERWISE SHOWN. BOTTOM CHOW WITH RIGID CEILING OR INC ec
USE
TRUSS DESIGN STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT THIS
E
UPISER
L a.
S]N
OUR.FRC. 1.33 PTTC14 6132
cm F"-j c__1 C, 0M AM-TPI IPCT). DESIGN V17H FIRE RKETRIN)MOT TREATED "fif�rl*[RED AL ol.
a--IPI - INUSS;PLATE INSTITUTE, NOS NATIONAL DESIGN SPECIFICATION FOR VD000 CONSTRUC710 "fool o"lloll, SPACING 24.0" ITYPE CPFr I
JoSs SK 117/3044
TOP CtiTORD 2X4 SO. PINE #2 KD 16% TC X-LOC L-Ri 0.00 5.68 10.81 15.86 29.92
BOT CHORD 2X4 SO. PINE *2 KD 15X
WEBS 2X4 SO. PINE *3 19Z BC X-LOC L-Rs H.90 10.81 20.92
LT. WEDGE 2X4 *2 OR BETTER
IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
IALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACIN7G
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS. * SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
t THIS END OF TRUSS MUST NOT BE EXPOSED TO WIND PRESSURE.
2X4
4X7
lX3
5X4 6.OD
3X7 6X8.
.. 12 3.50 3.50 12
2X7 2. 4
R-983# W_ 3.50" R_m# W_ 3.50,
10-9-12 710-4-12
1-2-8-
OVER 2 SUPPORTS
PLATE TYPE--ALPINE SEON--137952 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTDR REV 12.1.5 OCKE-0.2500
E= C--:::3 =1 TRUSSES UQUIRE EVREME DIM DESIGN CRIT7pI REF
C=3 C=l IMPI)RTRNT** %'PW'L'WElwlbNEEERREESOPOMPSI=ILE=FTQB#R INc WRRNINGim WAXING, amitom mo ....0"
rza C:3 I)EYINTIOM F*011 THESE SPECIFICRTIONS 01 MIT DEVIRTION FR IWINGAM MT-76',(OWING VOW TRUSSEBs S K TC LL 30.0 PSF DATE ll/
11F"
4,�
c_n CM C= THIS DESIGN Oft MY FAILURE TO BUILD THE TRIUM98 IN COW CENIPIENTM FIND RECOMPIENDR1100-OVII. SEU x
.7.E �Nc.......... f
.1141
C= C::3 c WITH THE `OW&ITT CONTROL 11ROL'BY TFI. FLPINEE CMUWVXC THIS DESIGN FOR FOOITIOWL SPECIFL PERM I TC DL 7.0 PSF ONG Hi- 60(alL
4
JIB
cz:) ME 11MUFRCTURED FROM 20 GRUM GFLWMtEED STEEL UMMIL WENT BRICING REOUIREMENIS. UNLESS OTHERWISE 54,
CHORD SHFLL BE LRTERRLLT lRFCEO
OTHERWISE SHOWN, MEETING RECUIREf0flil OF ROTH R4101 GRA13E R. SHNN, TOP %D C DL 10.0 PSF 4 -ENG
Lpi HPPLI CONNECTORS TO BOTH FRCES HT EACH JDINT M0 LMRTE 16 WITH PROPERLY IlTwan IlLrm SHOTHING, E TOT.LD. 47.1)PSF O/A LEN. 21-2-8
SHOWN.DEMING WIDTHS FIRE 4'NOMINFL UNLESS OTrISE BOTTOM CHORD WITH RIGIO CEILING OR OWING
C
TH
TRUS DESIrN STMI)MOS CONFOR11 WITH WKIM& 115 91-01FIED IM WE 15 0 fRt FRC. 1.�
C=3 CZ3
TRUSS �E DESIGN. W NOT OUR.
ow)s mo stri inT). DESIGN WITH FIRE RETMORNT TRERTED L 6.112
(4 IR
C=3 �l C=3 = C=l C=l &--I?l - TRUSS PLRIE INSTITUTE, NOS-NRTIONRL DESIGN SPECIFICRTION FOR WOW CONSTRW710:lN SPACING 24-0 TV= spFc
JOB, SK 117/36r44
TOP CHORD 2X4-� SO. PINE #2 KD 15X TC X-LOC L-Rt 8.29 8.04 15.09
BOT CHORD ZX4 SO. PINE #2 KD 15X
WEBS 2X4 SO. PINE #3 19% BC X-LOC L-R: 8.29 B.H4 15.50
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IX4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A193 AND A104R FOR OVERHANG DETAILS.
IX3
12
3.00
2x'l
n
IX3
3xq
R-691# W- 3.50" R-691# W- 3.50'
15-3-8 -am-
OVER 2 SUPPqRT
PLRTE TYPE--RLPINE SEON--137953 FURNISH R COPY OF THIS DESIGN 0 ERECTION CONTRRCTOR REV 13.1.5 SME -O.55DWw
E TRUSSES REQUIRE EXTREME CORE OESIGN CRIT TPI REF
**IMPORTRNT** SRH'PRLLmNEDTm'KNERREEWOO&PRIOMLEx7FBDR' IFNWCl' WfIRNING IN WAIDLING, ERMTIGN FM ......
S K
E -0*WOO
[EI G 5 fl3
9
Tr LL
Tr OL
1 0
0
8- OL
DEVIRTION FROM THESE SPECIFICRTIONS OR fWY DEVIRTION FROM SWING.SEE 'OWT-?S-,MRRCIN1 NOW TRUSSESI TC LL 30.0 PSF DRTE II/
c:= c_-1 IHIS DESIGN OR RNY FRILURE TO WILD THE TRUSS IN CONFORPRCE COMMENTFW FlNO RECOMMEWTIONS-STPI). SEE ..........
CONNECTORS THIS DESIGN FOR FWITIOWL SFECIFL PERMFI-
WITH THE "OLIFL[71 CONTROL MFKJFL'BY TPI. RLPINE
=3 E=I Tc OL 7.0 PSF ORWG HL 60113
MPMERCTURED FOW 20 GIRJGE GFLVRNtZED STEEL LOLESS WENT OWING REOUIREMENTS. LIALESS OTHERWISE To
17-3 01HERVISE SHOWN, MEETING REWIRENENTS OF ASTn R4qG GM R. SHOWN. TOP CHORD SHRLL BE LRTE#bl.LY OWED t BC OL 10.0 PSF 4 -ENG .11�1
PIN ORE
I :nNS o L
SHOWN. BERNINr ESS OTHERV BE rN ITOM CHORD VITO RIGID CEILING OR NG PSF O/A L
so T
OF Sp OUR F 2
TRUSS DESIGN STWMDS CCWuHll WITH FFKICROLE PROVISIO RE, ECIFIEO ON DESIGN. 00 NOT tJS H 6 tA4 it%....
r_-] -1 g.. OUR.FAC. 1.33 PITCH 3-0/12
IWPLI CONNECTORS TO BOTH FACES RT EFCH JOINT RM LOCRTE RS 911H PROPERLY RTIFCHED PLYVDOD Slm"MT 3 TOT.LD. 47.0 EN. 15-3-B
ME%*NDMINFL UNL I I
16NOS RND*TPI IPCTI. DESIGN VITH FIRE RETRRRONT TRIENTED LIRVIER. Sp I
tERED
TPI - IRUSS PLHTE INSTITUTE, NOS-NRTIONFIL DESIGN SPECIFICRTION FOR WOOD CDMTFWIIDN (fts...MOW' SPACING 24.0' TYPE MnNn
- JC)gt---K 117/3044 -17)0
TOP CHORD 2X4 SO. PINE #2 KD 15X TC X-LOC L-R: N.00 8.04 15.00
BOT CHORD 2X4 SO. PINE #2 KD 15X
WEtg ZX4 SO. PINE #3 19% BC X-LOC L-Rs 0.00 8.04 15.00
LT. .�_'EDGE 2X8 #2 OR BETTER
IX4 *3 CONTINUOUS LATERAL BRACING TO
HEM-FIR OR BETTER
IALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BE EQUALLY SPACED. ATTACH WITH (2) Od NAILS. BRACING
TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SEE DRAWING 138 FOR "PLATE LOCATIONS ON TYPICAL JOINTS.- SUITABLE SUPPORT BY ERECTION CONTRACTOR.
REFER TO DRAWINGS A103 AND A104R FOR OVERHANG DETAILS.
lX3
2.5X4
3X9 4-1-12
3.00
n
3X4
R-7D59 W- 3.50' R-7058 W- 3.50'
15-3-8
OVERDj SUPPORTS
PLATE TYPE--RLPINE SEQN--137954 FURNISH A COPY C SIGN TO ERECTION CONTRACTOR REY 13.1.13 SCALE-0.5000
PRODUCTSo INC. 711ISSES REQUIRE EKTRE CARE DESIGN CRIT Tpi REF
C::3 El-J (—_3 C= CM IMPORTANT** 'm*pt"LEN'oTilEEERwmo-miaLE FDA Fw WARNING IN HANDLING, ERECTIMEN AND .......
C::3 UEVIRTION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM ORFICING.KE -SN146",(IMAGING vow TRINKIEW S K
'� - - 4,-.1', TC LL 30.0 PSF DATE ll/
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMRNW COMMENTARY FN0 RECOMMEWTIONS-OPI). SEE HL 601711
-1 cm virli TIE 'UUK_IYl COWROL"FMJrL'BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PENMR- TC DL 7.0 PSF DRVG
=3 t
= ARE MAEACTUREO FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMENTS. U11A.ESS OTHERWISE BC DL 10.0 PSF 4 -ENG
c:::3 =3 0111ERVISE SHOWN. MEETING REQUIREMENTS OF ASIA R11416 GRADE R. RMN, TOP CHORD ML BE LATERALLY RACE Arll
- LPIN : 0 F h tto.
WFLI CONNECTORS TO BOTH FACES AT EWA JOINT AND LOCATE AS NITH PROPERLY RTTAGWAD PLTMVWWD SOME THING. _-�'*4
TOT.LO. 147.0 PSF O/A LEN. 15-3-B
=3 lilINN. BEARING VIOIHS;FOE 4'NOMINHL tR&ESS OTHERVISE SHOWN BOTTOM CHORD WITH RIGID CEILING Olt AGING
ufsirw simms cmum SIT" wmicmu WE THIS
TRUSS PROVISIONS W AS SPECIFIED ON DESIGN. 00 NNDT oft% x",
OUR.FAC. 1.33 PITCH 3.0/12
tINDIS RND_*TPI IKT). DESIGN VITH FIRE T!� '. _ V'�,,""
E=3 I RE CXTM L 4ERED
-Tel - TRUSS PLRIE INSTITUTE, NOS-NATIONAL DESIGN SPECIFICATION FOR RUC71 11171011�1 Its- It I I I" ISPRCING 2q.0' ITYPE MnNf)
----------------
A
CITY OF ATLANTIC BEACH, FLORIDA
757 0
^pproved bY APPLICATION FOR ELECTRICAL PERMIT
November 23 87
TO THE CHIEF ELECTRICAL INSPECTOR: DATE:
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
United Electric
JLECTRICAL FIRM: MASTER ELECTRICIAN JOURN&VMAN
Glen T. Reynolds 320 Oceanwalk Dr. N.
NAME -ADDRESS: RFD-BOX
9LDG.SIZE BETWEEN:
RE&14 APT.( I COMM.I PUBLIC( INDUS.I NEW( OLD( REW.
-ADDITION TRAILER ( TEMP.t SIGNS ( -SO.FT.
SERVICE: NEW INCREASE ( REPAIR ( FEE
CONDUCTOR SIZE 3#16 Amps 60 COPPER I ALUM.(X I
60 1 PH 1 3 230 Cable 10.00
�SWITCH OR BREAKER AMPS , W VOLT RACEWAY ,
�IXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
�fEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING,OUTLETS CONCEALED OPEN TOTAL
CONCEALED
RECEPTACLES' OPEN TOTAL'
0.30 AMPS, 31-100 AMPS.
SWITCHES
INCANDESCENT
FLUORESCENT&M.V.
0.100 AMPS. OVZR
FIXEI)
APPLIANCES
BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0.1 OVER
" MOTORS H.P. VOLTAGE pHs NO. I M.P. VOLTAGE PHS
MIMLIANEMS
TRANSFORMERS: UNDER 600 V. J' I "OVER 600 V.
[NO. KVA I NO. 1KVA
NO.NEON TRANSF. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
L_!OTAL FEES
DEPARTMENT OF BUILDING 9778
CITY OF ATLANTIC BEACH,FLORIDA PERM.IT NO.
PERMIT TO BUILD
THIS PERMIT MUST BE POSTED ON JOB
Date June 3, 19 88
Valuation$ 109011.90 Fee$ 55.SO
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions of law.
This is to certify that GARY WETHERHOLD
316 OCEANFOREST DRIVE NORTH
has permission to build DECK AS PER PLANS
Classification RESIDENTIAL Zone RS1
Owned by WETHERHOLD
Lot lock S/D
House No. 316 OCEANFORE�ff-DRIVE NORTH
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
4 1111 4 01 0 Building material,rubbish and debris
z_i from this work must not be placed
L in public space, and must be cleared
up and hauled away by either con-
r owner..
al'14-,4)
Official.
FOR OFFICE PERMIT DATE CONTRACTOR
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
MODifying # 286
ADDRESS EOCEANWALK DRIVE NORTH 316 3
CONTRACTOR EREYNOLDS, GLEN I
OWNER IWETHERHOLD, GARY I
ELECTRICIAN I I
BUILDING PHTE91861
ELECTRIC PMT1 I
MECHANIC PMTE I
PLUMBING PMTE I
TEMP POLE E I
FOOTING E I
RGH PLUMBING[ I
SLAB I I
FRAMING I I
RGH ELECTRIC[ 3
MECH/TOP OUTE I
FINAL ELECT I I
FINAL CONST E I
OCCUP CERTIFC
COMMENTS STOP WORK ORDER 1CvW**§w&1O/3O/87 VERIFY FRONT SETBACK AT 200.
Enter date. Press (F10) vhen complete.
ic'
kv
�iq
Address A�
Heated Square Footage @ $ per sq ft = $
Garage/Shed @ $ er sq ft = $
Carport/Porch @ $ yer sq ft = $
Deck Z� @ $ per sq ft = $ 071
Patio @ $ per sq ft = $
TOTAL VALUATION: $
Total Valuation lst $
Reminder Vhluation per thousand or
--------------------------------p rtion-thereof Total Building Fee $
- ----- ----
ADDITIONAL PERMITS and/or FEES REO�JIRED
+ k Filing Fee
Mechanical Fireplaces @ 15.00
PluThing BUILDING I PERMIT FEE 81 �6
Electric/New
-------------------------------------------------
Electric/TEnp BUILDING PERMIT $
Septic Tank
Well WATER METER CHARGE $
&qhmdng Pool SEWER IMPACT FEE $
Sign WATER E,1PACT FEE $
Water Connection MISCELLANEOUS $
Sewer Connection $
Water Meter
Elevation Certificate
GRAND TOTAL DUE $
----------------------------------------------------------------------------------------------
CALCULATIONS and/or NOTES
CITY OF A11MXIC BEACH
APPLICATION 1*0 MTX, ADDITIONS OR AMEIMIOUS
4
Owner ,,4
Address Z,Phone
Architect Address Phone
Contractor Address Phone
Contractors License/Certification Nuibers
Expiration Dat e
Property Address- Zoning
Lot # Block or Unit Subdivision
Valuation of Construction $ e of Construction
Describe Work to be Performed
41 7
Materials to be Used
Present Use of Building
Proposed Use of Building
Flood Zatic
Dimisions of New Area:
Mal
IMED JUN 2 1988
CARACE OR SIURAM,
CAMRT Olt 1"ORC11 tuilding and Zoning
LECK
PATIO YES NO NUMER
Will there be an ,increase in nmiber .of Wits?
Will there be a decrease in. nuker of mits?
Any adatictial. p1mbing fixtures?
My new fireplaces?
SUBMT 1W CMPL MIE S�ETS OF PLANS INCLUDING Sjjj,; PLAN
Signature WIM
Date '
Sigimture COUIRACIOR Date
ITY OF
Oppartment of 'Suilbing Atapprthin
This Certificate isstied pursuant to the requirements of Section 109 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,
Singli� Family 9186
Use clWification Bldg.Pertnit No.
Group--Type Construciion---Fire District Atlantic
Owner of Building Glen Re�molds ---Address
Building Address- 316 Oceanwalk �r.
Rene' AnQers
Building Official
PMT IN A CONOPICUOUS PLACC
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
FORM 900-B-86 SECTION 9 —RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES
REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3
PROJECT NAME Lc:-'r '.3 1 c:5 C-r�Al A 1-ot BUILDER: G I.*�Al AV—e^,bf_PJC C—(!>
AND ADDRESSi PERMITTING CLIMATE
OFFICE: ?c ZONE: 2 [4 3[]
OWNER: PERMIT JURISDICTION
116— C-rj 9 15 S C_- NO.: NO.: L/ ka Oil
NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF I CONDITIONED So' GLASS AREA AND TYPE
UNITS COVERED BY FLOOR AREA [7� 3�S FT
ADDITION Ej THIS SUBMITTAL: I _�.F CLEAR TINT,FILM,SOLAR SCREEN
EAVE OVERHANG F] 0] SINGLE- SO SINGLE- SQ.
MULTIFAMILY ATTACHED CHECK IF THIS SUBMITTAL LENGTH F1 PANE FTM FT' PANE FT
REPRESENTS A WORST CASE PORCH OVERHANG DOUBLE-
CONDITION: _E= SO. DOUBLE- so.
LSINGLE- MILY DETACHED D ILENGTH L__L_j= FT I PANE 5fww FT PANE = FT
NET WALL AREA AND INSULATION
MASONRY R FRAME R STEEL STUD I R LOG R-=
FTJ FT-1
Ll I MsF',- M.Ell I 1-41_—�40T- M11 I I I I 1 11" 11 1 1 1�]S'
CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION
LIND R ATTIC R SGIL ASSEMBLY R SLAB PERIMETER R RAISED�WDEICONE) R
SQ. [I] 1 1. FT so
S .1 A101i +F I I I I 1�
FT
DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM
IN
UNCONDITIONED ��CENTRAIL NONE ELECTRIC STRIP DN HEAT PUMP ELECTRIC SOLAR
SPACE R ROOM NATURAL GAS F I OTHER FUELS NATURAL GAS HEAT RECOVERY
M5 �] PACKAGE TERMINAL El -ROOM UNIT OR NONE OTHER FUELS DEDICATED HEAT PUMP
IN COND17IONED AIR CONDITIONER PACKAGE TERMINAL
SPACE R = HEAT PUMP EF SF/EF
SEER/EER OKP GOP/AFUE NUMBER OF BEDROOMS
INFILTRATION Z x 100
PRACTICE USED 7] 1 C I S
#1 El #2 D #3 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I.
CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. '
In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates
and specifications covered by this calculation re in compliance with the compliance with the Florida Energy Code.Before construction is completed,this
Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S.
OWNER/AGENT: =T-;!zdt BUILDING OFFICIAL:
DATE: eOte?7 DATE:
ENERGY DATA SIM.
NAME DATE
JOB ADDRESS 4- EPI
1. lype Insulation in Walls
P
2. Type Insulation in Ceilings R
3. Type Insulation for wood Floors R
4. Concrete slab Udge Insulation R
5. Insulation Around Ducts
In Condit. Space 6.0
6. lype Heating System pur,,p COP -0.-7
7. Type Cooling system EER R,0
B. Type Hot Water Heater M L_wc EF .7c=>
9. Type Glass in windows and Doors: DC DT SC ST
10. Type Exterior Doors
11. Are the dimensions of all windows and doors shown? Ya t, If not, this is
required either on floor plan, elevations or in a schedule.
12. Size of Fbof overhang? z Lote
13. Ceiling Fans in All Bedroonis and Prinmy Livinq Areas? ME:,
14. Is a mlti-zone A/C System to be used?
15. Cross Ventilation in Main Bedroom and Primary Living Areas? 0
16. Is the building oriented on plot plan with conpass direction? '11; 5 1 f not,
draw in on plot plan.
17. Is there a whole house fan (attic-type fan with a CFT4 Ratinq of 3x Condition Area? tj o
18. Infiltration Package #1 12 #3
19. Attic Radiant Barrier?- N c� (See 9E)
I certify that the above is the correct data used' to calculate the EPI on tlx--
energy form subndtted, and will be incorporated 'in UNe subject job.
Signed P41-
CITY OF
/*4vtf,z' Fe4d - 57&v4&
716 OCEAN BOULEVARD
P.0.BOX 25,
ATLANTIC BEACH,FLORIDA 32233
TELEPHONE(904)249-2395
Dear. Sirs,
The property at 316 OCEANWALK DRIVE NOgTH has a sidewalk required to be
built by the contractor.
As of October 17, 1988 the sidewalks have not been constructed.
Please contact us as soon as possible to affirm a schedule for completing
the above mentioned sidewalks.
ly,
Don C. Ford
Public Services Director
DCF/tb
cc: City Manager
Building Department/
File
CITY OF -
A&M&C Ve4d—57t�
Office of Building Official
--------------
REQUEST FOR INSPECTION
Date Permit No. 2za%
Time A.M.
Received RK District No.
& —— 'AA0 -
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICAL PLU ING MECHANICAL
Framing Footing 0 Rough Wiring Rough A!,.Cond.&
Re Roofing 0 Slab 0 Temp Pole 0 Top Out l? Heating
Lintel 0 Final 11 Sewer El Fire Place 0
READY FOR INSPECTION Pre Fab
(af)A.M,
Mon. Tues. Wed. Thurs.
A.M.
Inspection Made K!79.
Inspector Inspection 0
Certificate of Occupancy
Date
CITY OF
,,� ve,"-9&za4
Office of Building Official
REQUEST FOR INSPECTION
te Permit No.
ne A.M.
celved PM. rictt No
Job Address Localit)(
vner's
Me Contractor-
JILDING CONCRETE ELECTRICAL SING MECHANICAL
3ming Footing 11 Rough Wiring S?"" P.;.g h El Air.Cond.&
Roofing 0 Stab El Temp Pole ED Top Out Heating
Lintel 0 Final 0 Sewer Fire Place 0
Pre Fab
FOR INSPECTION
)n. Tues. Q!.d _ I
Thurs. Friday—P,
A.M.
3pection Made P.M.
Spector Final Inspection 0
Certificate of Occupancy
Date
ffPARTMENT OF BUILDING 9186
CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.-
JPERMIT TO BUILD
�A
01,4q,PERMIT MUST BE POSTED ON JOB
+i Date lolls ig 87
Valuati $
on$ ". �5 18S.20 474.75
This permit not valid until above fee has been paid to City Treasurer,and is
subject to revocation for violation of applicable provisions Of 12W. 474*75 T
hZh.7rrMT
This is to certify that GLEN REYNOLDS 8 4 8 F3 I A IMP-18
CRC004029 3000-4 Hartley Road Jackson 5 43 CAC
IM, Fu
has permission to build_. Sin-gle Family Residence tann
Contingent upgn Hold-harmless Agragant being ExCeuted
RS1
Classification Now ReUdential -Zone
Owned by Gary Wetherhold
Lot 31 1 Block Unit IV S/D OCEANNAZZ
House No. 316 OCEANNALK DRIVE NO=
According to approved plans which are part of this permit
NOTICE—ALL CONCRETE FORMS
AND FOOTINGS MUST BE IN-
SPECTED BEFORE POURING.
PERMIT VOID SIX MONTHS
AFTER DATE OF ISSUE
M
01 0 Building material, rubbish and debris
-zi from this work must not be placed
in public space, and must be cleared
up and hauled away by either con-
)r or owner.
�01 .)
LT ding Official.
FOR OFFICE PERMIT DATE CONTRACTOR—
USE ONLY NUMBER
PLUMBING
ELECTRICAL
SEWER
WATER
Address CID T
MaLed Square FooLage 3 sq f t.
,,,'-G—a r Diag e� i e d (0 @ $ 1,?' :5-0. per sq f.t -6 $ 31 *d(, I,.190
-7eT'
Carpo�zi—po—ribb er sq ft - $
Deck ___yer sq -f t: =
Patio er. s q ft =
90
TOTAL VALLMON: s /S
Coe
Total VAluaLion lst MOD 6 t) 6
5_0 P70
Ramindej! ValuaLion .�5per thousand or
clon thereof
Total Building Fee
--------------------------------------- ----I
ADDITIONAL PERMITS and/or M-S REQU 'k Filing kee
+
v1 I'Tireplace's @ 15.00 $
Mechanical
BUILDING I'MULT UsE,
Plulbing
Electric/Nm4
-------------7---- ------------------------------
Electric/Tell) . BUILDING-.PERM.T
Septic Tat&
ER amm, 00
Well WATER M 04
SEWER iwAcr FEE
R"bluji-ig Pool WAIER HTACE FEE $
Sign
Water Gonnectiou MSCaLANE. OUS
$
Sewer Comection
Water 11eter
Elevation Certificate*
GRAND MAL DUE,
----------------------- -------------------- --------- ---------- -------------71---------------
CALCULATIONS and/or NGTES
City of Atlantic Beach
Fixture Unit Worksheet for Water .Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND
FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTEDTO THE CITY
WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN
DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM.
-BATHROOM GROUP CONSISTING OF G--SERVICE SINK TRAP S TAND
WATER CLOSET, LAVATORY & BATH
TUB OR SHOWER STALL (6)
- �2)--WATER CLOSET VALVE
--LWATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8)
_BATHTUB/SHOWER (2) -----URINAL WALL LIP (4)
--I . -SHOWER GROUP PER HEAD (3) -0--FLOOR DRAIN (1 )
-SHOWER STALL DOMESTIC (2) -(:)--LAUNDRY TRAY (2)
-LAVATORY (1 ) -0--COMBINATION SINK AND TRAY (3)
--L-WASHING MACHINE (3) _�2__POT, SCULLERY SINK (4)
--L-DISHWASHER (2) -WASH SINK EACH SET OF
FAUCETS (2)
0--KITCHEN SINK 2) --DENTAL LAVATORY ( 1)
( KITCHEN SINK WITH WASTE
-----GRINDER (3) _j�)__DENTAL UNIT OR CUSPIDOR (1)
C)--BIDGET (3) __2__URIHAL STALL, WASHOUT (4)
RIM SINK (8) 0--,COMBINATION SINK AND TRAY WIT
0--URINAL, PEDESTAL, SYPHON JET FOOD DISPOS. (4)
BLOWOUT (8) . .-D--DRINKING FOUNTAIN (1/2)
--LAVATORY, BARBER/BEAUTY
SHOP (2) 0--LAVATORY, SURGEONS (2)
-SURGEONS SINK (3) __I--ICE MAKER (1/2)
' (00
TOTAL FIXTURE UNITS @ $10. 00 EACH $ . 3 3
--------------
JOB INFORMATION...Ln T
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
Required Submittals:
1. Two complete sets of plans
2. Detailed site plan including setbacks and utilities
3. Recent survey
4. Florida Energy Efficiency Code Sheets
5. Contractor's license on file
Inspection Schedule:
1. Footing
2. Rough Plumbing
3. Slab
4. Framing, rough electric, mechanical, top out plumbing,
fireplace
5. Final inspection
6. Certificate of Occupancy inspection
Requests for inspections will be accepted fromm 8:00 am
until 4:00 pm. All inspections will be made the following
working day between 8:00 am and 4:00 pm.
In case of rejection, re-inspection must be called for after
corrections are made. There will be a $10. 00 charge for all
re-inspections, to be paid in cash before the re-inspection
is made.
Pour no concrete or cover up any work until the building card is
signed by the inspector. You will be required to uncover any
work that has not been inspected.
BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE
Building Department
716 Ocean Boulevard
Atlantic Beach, Florida 32233
249-2395
page I
CITY OF ATLANTIC BEACH
APPLICATION FOR BUILDING PERMIT
Owner 1/4 pz'�_LU 14LkigLo Address Ift 5r�,LQ 9/tAJ zip - -'aZi0o
��JL .... ---------L �L
A- _ _W __ _J��j a p h o n e
Architect--- 4 ---Address--------------------zip......phone.......
C o n t r a c t o r.(�_9.,FjN q ki�j Address 3000 9A9 K :�j -Lphonej;&j -1
:.1 r2,f-V-jtb---z i p.�� 7
Contractor,Lk License number ------expiration............
Lot-01, -- wck or Section-- li------Subdivision-�KL'�LqALK-____Zc)ningj�§j....
I f-AW
St reet bet ween JN��4_(Lr� -4 and EA begr - A side
...........
Type Construction_P-
f$.L0fAjX&__--No. Units...I------No. Fireplaces....L------
Purpose of Building___fZF65jDgLTS
_L Est. Valuation
Utility Method - Water QL
--- ------ Sewer--CA"tl------
Dimensions - Building 1� 6 Lot �eV ,51 I
52'--�I-L------- ------ -4L-��I_Size Foot i ngsj��'
Sz. Piers------------Sz. Sillg3 ------------Greatest Span Sills---------------
Sz. Ceiling JOiStE32.11 Distance on Centers-! 111
-T.....Greatest Span_,�L'-I`
Sz. Floor Joists L��"LLL?-_MkrzDistance on Centers,L .....Greatest Span_(WLt' -
Sz. Rafters q----Distance on Gent ers--X44"----Greatest Span_�:C�"
Method of Heat ing_j4tA4t_&
jlfP_Solid or Filled Ground_fjU�Q.....
Flood Zone--4---If located within a FLOOD HAZARD ZONE complete page 3
In consideration of permit given for doing the work as described
in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specifications, which are
a part hereof, and in accordance with the building regulations of
Atlantic Beach. The contractor agrees at its expense to provide
the necessary access to the properties being developed over
dedicated City rights-of-vay and to clear, clean, grade, and
drain said right-of-way to City
specifications.
kl-
Signature Owner_____ ------
114 1�
Signature Contractor_ Date
page 2
FLOODPLAIN DEVELOPMENT INFORMATION
Type of Development: -------------------
Flood Zone:_A-------------------
Required Lowest Floor Elevation:-175 -----
If building is located within a flood hazard :zone (Zone A), a
survey must be made AFTER THE SLAB HAS BEEN POURED, certifying
that the LOWEST FLOOR ELEVATION is equal to or above the base
flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy
will be issued until the survey is on file with the Building
Department.
COMMENTS:
Applicant Acknowledgement: I understand that the issuance of
this permit is contingent upon the above information being
correct and that the plans and supporting data have been or shall
be provided as required. I agree to comply with all applicable
provisions of Ordinance No. 25-7-11 and all other laws or
ordinances effecting the proposed development.
lgaj
Date C) Applicant's Signature
--------------
------- �&A -- -------
----------------------------------------------------
Department Use
Required Lowest Floor Elevation -----------------
As Built Lowest Floor Elevation
Survey Filed with Building Department -----------
-------- ------
Building-Depart-m-e-n-t-i-e-p-r-e-s-e-n-t-at-i-ve--
page 3
CITY OF
, ATLANTIC BEACH No, 5849
FLORIDA
NAME GEBMJREYNOT.DS - Nm4pRHOT-n gp-qTmxca
ADDRESS 3000-4 HARTLEY ROAD
CIT UNIDA 37217 1 495oOO TL
1405013CI(TO
I A I e/-Rn7
5349 90"CACG
8439 1 A io/22/e?
MITER BE-TER #43-343-3300 8S.00
WATER IMIPACr FEE #43-343-3700 36S.00
SEWER IjIJtACr FEE #43-343-S200
1,03S.00
1,48S.00
Wr 31, OCEANWALK UNIT TV
316 OCEANNALK DRIVE NORM
When Signed, Dafed and Numbered, This Becomes an Official Receipf
MAKE CHECKS PAYABLE TO Received Paymenf
CITY OF ATLANTIC BEACH, FLORIDA TREASURER