HomeMy WebLinkAboutLog of Approved Inspections; TrussRAUL R. VALELLA
ARCHITECT 00010459
138 S.E. Naranja Ave
Pt St. Lucie, Florida 34983
(661) 871-2457
(661) 873-1365-fax
ST. LUCIE COUNTY
LOG OF APPROVED INSPECTIONS TO COMPLY WITH FBC2001
PERMIT # ADDRESS: 1505 NORTH 43ro ST
A/E: RAUL R. VALELLA, ARCHITECT CONTRACTOR: LERY BENNET JR
TYPE OF INSPECTION: TRUSS STRAPS
COMMENTS
CORRECTIONS WERE MADE AS PER ARCHITECTS ADDENDUM LETTER OF 10 - 30 - 02
AND AS PER NEW DRAWING (WINDOW FRAMING...)
nrr-rcVytU t3Y' RAUL R. VALELLA
TYPE OF INSPECTION•
COMMENTS:
APPROVED BY: DATE:
TYPE OF INSPECTION:
COMMENTS:
APPROVED BY: DATE:
TYPE OF INSPECTION•
COMMENTS:
APPROVED BY: DATE:
RAUL R. VALELLA '
ARCHITECT #0010469 FEB
138 S.E. Naranja Ave post[#
Pt. St. Lucie, Florida 34983561 8T1-2457 �tt4�� '
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(581) 8T3 1385
Feb. 11,.2003
SAINT LUCIE COUNTY BUILDING DEPARTMENT
FORT PIERCE, FLORIDA
RE: APOSTLE FAITH CHURCH OF DELIVERANCE INC.
1505 NORTH 43r S" treet
Fort Pierce, Fla.
Permit #Z161045,3
Contractor. LEROY BENNET, JR.
CONSTRUCTION COMPANY
2101 VALENCIA AVE
FT. PIERCE, FL 34946
Dear Mr. (Building Official);
I, (Raul R. Valella, Architect), having performed and approved the
required inspection, as indicated in the attached approved inspection
log, hereby attest that to the best of my knowledge, believe and
professional judgment, that the STRAPPING FOR THE TRUSSES HAS BEEN
SATISFACTORILY COMPLETED and is in compliance with the Florida Building
Code 2001, approved plans -and other approved permit documents. I also
attest to the best of my knowledge, belief and -professional judgement,
the approved permit plans represent the as -built condition of the said
project.
Should you have any questions or need any additional information, please
do not hesitate to contact me.
Sin rely,
Raul R. Valella
Architect #0010459
RAUL & VALELL 1 38 S.E. Naranjo Ave
ARCHOTECT Pt St. Luote, FL. 34983
AR # 0010459 Phone : (561) 671-a2457
addedum to jab at 1505 n. 43rd St. Fort Pierce
Correction to as built per notice by building dept
1.) USE 2- WASHERS ON ALL ANCHOR BOLTS AS PER SLOG IP� UT NOTICE
z) e. INSTALL NEW WIS1 STRAP 1 W01CORNER 6�W% d 10d O TRUSS AND 4 t/4 x� i/4•IT,swcoI-21266a0
2730 + 1200 . 3990 y 3534# e
b. AT FG2 WMNG TO CORNER 2 NEWS W/10 10d - 12400
INSTALL 2 NEW TWIST STRAP 2) FRS ifM S W/ D 10d To TRUSS AND 4) 1/4- )( 2 1/4- TITEN . 2520f
2520 + 1240'- 3;00 2o 3534J
3.) ADD STRAP TO KING JACKS SIMPSON MTSt2
4.) ADD 2KHTSNt� HAS 1 META 2D W/16-10d K1 1/2 -116Y0#/ REQUIRES 32570
ADD
+ 2520# ! 9 70 TR44101 RUSSSS AND 4) 1/4 X 2 1/4. UTENS TO CONO BU - 120a X2 -2520#
267
5.) ALL STRAPS THAT MISSED THE TRUSS OVER 3/4` OF AN INCH ; INSTALL 1) HTSM76
W/ 0) 10d AND 4) 1/4- X 2 1/V TMN TO CONC SM
6.) FRAMING CONTRACTOR NA5 LETifJi OF INSPECTION CHECK IF SM DEFT. ACC67T3 THIS LErTEdt
7.) 00 DRAFT STOP AS REQUIRED
e.) WALL OVER ENTRY NOT STRAPPED (CALLED ED FOR SF-4) IPWALL SMWN Ho
W/ 5)tOd TO PLATE & 5) 10d TO STUDS //��� �
9.) DO SMOKE BARRIER AS PER -4 3 #, o Dlig . / AAO&Ae — . 5?•-e0 /�• 50+M4 Sin f
10.) SIMPSON 51RAP H-7 it If DWALLED SEE S%*N 1/A-10
11) 2- X 6- INTERIOR BEARING WALLS REQUIRES STRAPING AND INTERMIDIATE BLOCKING AS SHOWN 1/A-10
12.) TRUSS COMPANY TO ISSUE T-34 GIRDER ENGINEERING 541ET
13.) ARCHRECT KMSEO DETAIL XX/A-12 SEE REWSIONS To I/A-7 AND 1/A-e
14.) WHERE GIRDER T-34 REST' ON 2 X 6 BEARING WALL IIO WAIL AS PER 3/A-12 Vlj7' Qp f
15.) T-4 INSTALLED BACKWARDS ASK TRUSS COMPANY FOR I INTER OF APPROVAL
16.) INSTALL TRUSS BRACING AS REQUIRED ON T32. Tte, T341
17.) FM AND F02 TRUE= INSTALLED UPSIDEDOWN ASK TRUSS COMPANY FOR LETTER OF APPROVAL
18.) kNEE WALLS F03 AND-I2 NOT STRAPED TO TRUSSES A$ PER DETAIL 1/A--8 SP-4
INSTALL WISIS AT EACH SM TO TRUSS W/ 14-10d AT; BASE AND TOP PLATES
19.) MW NOT NAILEXISTING STRAP TO ATRUSSW/CORNER 10d NPLUS DO $OMMENT 02 ABOVE
20.) BOLTS LOOSE AT FRAME WALL OVER ENTRY
INSTALL. 2- WASHERS AND TIETEN
/ '_2 �-
TO 39Vd HZ)NnHO HlIVJ 31ll5OdV VOIL179PT99 ET:91 E00Z/90/Z0
BEYOND
AS BU,-ILT CONDITION
SCALE: 3/4" =1'-0"
REINFORCIN
DO NOT DETACH OR REMOVE
ANYTHING STRUCTURAL EXISTING
INSTEAD ADD VERTICAL STUDS
AND STRAPS AS SHOWN HATCHED
SIMPSON MSTA15 W/
ALL HOLES FILLED
TO EXISTING
SCALE: 3/4" =1'-0"
FT
JAR # 0010459
PLANNING do DESIGN
138 S.E. Naranjo Ave
Pt St. Lucie, FL. 34983
Phone : (561) 811-2457
i