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FOLJNDATON PLAN
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WITH ALL PRIVAILING.C:ODL'S,
°a ��e►,a��s F«� � �F« STANDARD BUILDING, PLUMBING,
MECHANICAL, N.E.C. AND CITY
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OF ZEPHYRHILLS ORDINANCF.S.
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VIEW VIEWEU APPROVED PRINT REQUIRED `
FEB 171999 ON JO€3 SrrE ,
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I HEREBY CERTIFY THAT, IN MY PROFESSIONAL
OPINION AS A LICENSED PROFESSIONAL IN THIS C \R \ LJ I 1 n III !Inec1>> Z
JURISDICTION, I HAVE REVIEWED THE ATTACHED — ��—
DESIGN AND FOUND IT TO BE IN SUBSTANTIAL 2225 East 5"( i ooc1 19i'ii'r. 5'2,.2 E
COMPLIANCE WITH SECTION 1606 OF THE 1997
Lakelau ,zd Florida 33803
SB(:CI STANDARD BUILDING; CODE.
P11one: (813) 666-3727 7 ..- )9'-f9
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WALL
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GARACs� �d 1 {r {PORU.
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TOTAL I `Joe
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NOTE: _ #— _ _; �.i �x —
PRE—ENGINEERED COMPONENTS AS INDICATED ON THE DRAWINGS o; a- -_ __
SHALL BE DESIGNED AND CERTIFIED BY A STATE OF FLORIDA t ii _t T
/+LUM SGL 14utaG VW — — REGISTERED PROFESSIIONAL ENGINEER AND SHALL BE ISSUED TO
THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INITIATION OF
CONSTRUCTION.
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Ell-•• - `t, , � E ,,, I , NOTE: Electrical Systems as indicated on these plans are sC emat�only and designs shall be a�l�
_I I �t D1 t 1 prepared in accordance with the National Electric Code ( N G� `coq
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r r PRE—ENGINEERED TRUSSES
GENERAL NOTES
� CO BEARINGG BEAM W/CHUOGHDES a
f Jilrm-
r2—
'FNRT 10 (OR CRITERIA - WIND SPEED 100 MPH 2xa nLoclaNc
t �,�• ,< "—{2) 2x10
SANDWICH BEAM ? \ 1 FOUR FT2A}.IIFIGRSPACES
ATTACH TO MASONRY 1 VERTICAL REINFORCEMENT IN BLOCK WALLS FROM EACH E?iD HUGHES RI 16
.• # �, PROVIDE #5 BARS EACH SIDE OF OPENINGS 6 —0" OR GREATER,
�(OR EQUAL) W/ HUGHES NFM 35X12 AT ALL CORNERS
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, t �. . EAGH END SHEARWALL SEGMENTS, T, ?
® EACH RAFTER HOOK ENDS MINIMUM 10 AND LAP BARS MINIMUM 25 FILL
BAR CORES WITH CONCRETE.
HUGHES PC 4x4 POST CAP 2-IGd
+ (OR EQUAL) 1a, TRUSS ANCHOR - TRUSS TO BLOCK OR BEARING WALL HUGHES IPTA --�/
FOR UPLIFT LOADS UP TO 1,000# pR QUnJ_)
HUGHES TA20 (OR EQUAL) TRUSS ANCHOR 4 -0� O,C,
(15) Pd X
+` HUGHES PA 4x40 POST'. ;� � fxF �• T , '' @ EACH TRUSS EACH END 1 { Z. t`INLS
ANCHOR (OR EQUAL) r ;' FOR UPLIFT LOADS FROM 1,000# TO 2,000# / NOTE:
MIN. EMBEDMENT (2) HUGHES TA20 OR (1) HTA20 (OR EQUAL) ' IN C UIEDRAI_ CE)UNG APPLICATION,
@ EACH TRUSS EACH END BLOCKG OR PAT RUNS SLL BE
�" �(� U11LIZED TO CChhECT DOTiCµ CHORD
FOR UPLIFT LOADS FROM 2,000# TO 3,000 OF FIRST FOUR SCISSOR 1RUSSES TO
° '° (1) HUGHES HTA20 & (1) TA20 (OR EQUAL) 2—I 8d IDLE EI1D TRUSS A5 INDICATD,
@ EACH TRUSS EACH END
r 3 MIN, COVER FOR UPLIFT LOADS FROM 3,000# TO 4 00Q# BOND BEA1A 5d COOLFJ2 HAILS OR
U - 1
(2) HUGHES HTA20 (OR EQUAL) U G'HDS'4 0 7' O.C.
1 @ EACH TRUSS EACH END
I
DIRECT TRUSS TO MASONRY
PORCH POST SECTION FOR uPL
S GR A E ER
HUGHES SHA-6 (0R T AL
IFT LOA T HAN .0�0
(,) H H Eou END WALL I OR GYPSUM CEILING DIA IIRA�I
<' trJ POUR tiCELLS PLUS (1) 5
E (2) 1ASONRY
, � 1. EACH END --_ -- -.
H TRUSS
USE MFG. NAILING CRITERIA TO OBTAIN REQUIRED LOADS
ROOF SHEATHING & SIDING NAILING A-
S
Y ' FOR CDX PLYTVOOD OR ASPENTE ROOF DECK. USE 8d CC NAILS
>1 SPACE 6' O.C. AT EDGES AND 6• C.C. ON T P1 P
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.� N ERn,EDIaTE FRanNG.. JA [ F GARAG \�,,. r
a _. . W/ E11 m
'r �' � DOOR FRA \ I �..
(3) 2"d J BOLTS USING 2 wASHEP,5 +
& EVENLY SPACED ALONG �_ I �..-
O JG LENGTH. THIS SIGN
EE MAX TEST PRESSURE
OF DOOR MPG L
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