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February 25, 1991 ,
Mr. Larry Rutan
General Contractor
38521 5th Avenue
Zephyrhills, F1. 33540 _ __ ____ _� ,___._ _- -. -- --- -- -- - - --- -
RE: Sky Dive City
Bathroom/Showers Structure
Zephyrhills, Florida
�
Dear Mr. Rutan,
I
This is to confirm our conversation during our field visit to the construction
site on February 21 , 1991 regarding the cantilevered beams at the corners of
the above referenced job.
The cantilevered pre-cast lintels in question will be adequate to support
the intended loads as installed on the top masonry course in lieu of the
course sh wn on the drawings provided that they are reinforced with 2-��5 (min. )
reba s, t' d to one of the reinforcing bars in the adjacent bond beam.
Since e y,
�
Bil Wil ycx
Pro ect rc itect
/b - - - - --- -, - _ _ - --- - - - - - --- - - -- - -- - --
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� 1001 east reynolds street
0 0 � � plant city, florida 33566
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RECEIVED NOi'I::
JAN
Rl-.1.HUA'I' ION )O['. ill l �S 13U 1 1,I)I NC 1 S SM11J ECI' 'I'() '1'111 AI 1'RI)VAI, OOF '1'111: 1.O('O1, DATE : V51 NS.
3 1 1991
Jill. I , I [ C'I' I( N. 1111: INSIGNIA ATTACHED 1'O I'll 1 S 13(1 I I,1) I N(; I Ni) I ('A'I'I:S I'I1A'I' ,- N H,,
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I'I' INAS CONS'I'Rl'(''1'I'i) I N ACCORI)AN('R W I'1'll 'I'IlE PIJI.FS ANI) RF(:111,A'I' I ON.`; FOtt -4
Ans`d. . CHECKED 8 �� Win` til�
MANIIFlICTIMI'I) 131111 1,1) I NGS GOVT?RN1 1) BY THE FLOP I DA 1)I-,I J�PTIVII?N'I' OF CO?1MUN I TY
Al I A I I?.; . 1'1111? UI,ANS AR1? ft URI SI:N'I'A I IV! OF '1111: FX X1',! IN( 1311 I I,l) I N( ANI) S A _/ s-
ARI: IN ('OM1'i,IAN( I WI III I'HI: ( O1)I:S IN I I1''I:C'1' Al '('Illy: 'I'I MI: OI' CON;;'I'RIIC'I'ION - -- - ---- - - - ----
ONLY _
SHEET
NOTE: ONE DE OF ALL RANGES AND FULL LENGTH FILLET WELDS
SI -~�
10' WIDE UNITS REQUIRE NO OUTRIGGERS, MAXIMUM WEBS AT ALL OUTRIGGERS AND
CANTILEVER 22 1/4" CROSSMEMBERS. OPTION: .I/;h DR EN'E 57KANG BOARD
1_1 4- RATED 4EA7ti _ EXR 1, Z4/'b
—12 GA. OUTRIGGERS co Imo— MAY BE O N LIEU r9F 3!B" 3 ___
PL,YWO7E2 SPECi rbays z
f _ — SHALL Rt 40V ..ff-4Al'y6,ED-
1—i 2'
{ % 32 FOR 12' WIDE UNITS SIDEWALL _
{ 1�4 LISTED TRUSSES AT :6" 0_ I�^ ` i:.�1-1 2 V�—IVE[\ At Ivfl I r.�.
LISTED ROOF TRUSS DFSiGr' _OADS; -- STAGGER JOINTS 48" O.C.
C''L1ti 3 ,A.
OP^G G r : LI'v' LOAD 20 PSF TOP C�
ORO SSMEMBER SE. •IP ' I ' ? c CROSSMEMBERS OJ R O SET. OI`J DEAD LOAD 6 PSF TOE t ai TO BE FASTENED TO TRUSSES WITH 1. HANDICAP ACCESS TO BUILDING 15 FIELD BUILT AND SUBJECT TO LOCAL JURISDICTION.
r —� --_-- 3/8" PLYWOOD SHEATHING
(TO BE OCATED OPPOSITE CUTR!GGERS AS SHOWN)
LEAD LOAD 4 PSF BOTTOM CORD 8d NAILS AT 6' O.C. ON EDGES AND 12 O,C. IN FIELD.
2. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITES, WHEN NOT
i ROOF SHEATHING C rl Al . SHOWN ON FLOOR PLAN.
h SQUARE FEET NET FREE AREA. OF ATTIC `BENT LAT ON ROOF COVERING Ova ^HOOD, RATED TO BE BE PROVIDED BY GABLE AND ROOF VENTS. /` SHEATHING, MINIMUM ={P-, /O SEE ROOF 3. ALL WINDOWS WITHIN 12 INCHES OF DOORS, AND ALL GLASS IN DOORS SHALL BE
SHEATHING DETAIL.P
,� � SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET.
CE, T r T / - 50 PSF.
SEE GENERAL NOTES FOR NG DUCT SPECIF;CA-nONS - � - _! 4. FLOOR DES`•.GN LI`JE LOAD
-- -- EXTERIOR WALL . ih
RIM MEMBER 1x3 SPF#v VINIMi M .____- LL STRU(, jF 1RA.G. G 5. MAXIMUM WIND SPEED —1 0 MPH.
r�
cvy a r ERIOR WA
1 S,DEWALLS: 6, OCCUPANCY IS BUSINESS
�, FROM LL B A
30 GA. X 1--' 2 STEEL STRAP _.
TRUSS TC WALE SSJD a 16" O.C. WITH T _ THING SHALL CONSIST OF A ,. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA.
�. Ii I FOOT MINIMUM YVI-,`I-tEXTENDING
� Ci NSA
S AL 5 7 O
7- i6 GA.. X 1" S'ApL 5 pER STRAPihIMJ SHEET
NU INTE410s? ,:'y!SP:
ENC. tT P!CAL SIDEWALLS) 1 CO TiNJOUSLY 'POY OPTO BOTTOM PLATE 8 A.-1 INSTALLED BY OTHERS ON SITE AND
T 1 WITH ALL SHEATH':C F-DGES EXTENDING 3/4" ORTAB TO LOCAL CODE JURISDICTION.
9 INSULA ON {
SINGLE TOP PLATE 2x4 W:,H KRAFTBACK PORTABLE EIRE EXTINGUISHER PER N F P 0
{ SPF#2 (LISTED BUSSES �i MINIMUM OVER 2` " 01 ':AL LUMBER OF THE
CRIPPLE STUDS 2x4 SPF#2 AT 16 O.C. t•; SAME SIZE AND GRADE AS EXTERIOR WALL
MUST BE L.00AToD �IREC? '" 9. INCANDESCENT AND FLUORESCENT LIGHTS LOCATED IN CLOSETS, MUST BE AT LEAST
FRAMING. BRACING S' '. BE LOCATED AS CLOSE 18 INCHES AND 6 INCHES, RESPECTIVELY FROM COMBUSTIBLE MATERIALS IN AN AREA
OVER WAIL. STUDS) 4
TO EACH CORNED OF BUILDING AS POSSIBLE. FLOOR ON ALL SIDES OF THE LIGHT
-2x EXTENDING FROM THE CE LING TO THE
* \ j YF'ICAL_ MNDOW, SEE JO.. II B - $6`R�cR k
NC
CT'JR -_ ? J THERMO-PLY FASTENED p DOORS SHALL BE UNDERCUT 1-1/2 INCHES ABOVE FINISHED FLOOR FOR
_� R AIR ETURN 1 2
r ,,,A. r > ' ' '4" STAPLES 3" O.C. .
I AN FOR SPECIFICATIONS ,{ ON EDGES AND �" N E FIELD, OR
ys U OR WA L STUDS -� y . ;STIED METAACES INSTALLED PER 11. ALL SUPPLY AIR REGISTERS SHALL BE 6 INCHES x 10 INCHES ADJUSTABLE
�i MO3 i_L • 2x4 SPF#2 AT 16 O.C. N MANUF.ACTJRE/ ` S� ;-"CATIONS. OR AWiTHLL 8 INCHES x 18 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS DUCT.
tt
SILL PLATE 2x4 SPF#2 USE THE E" 4 AS BRACING MATERIAL 2 MINIMUM CORRIDOR WIDTH IS 44 INCHES.
# {I � AND PASTE"1�. . v+[_� AS SPECIFIED FOR 1
Z 4" R- I I INSJLP.'ION -- I! ENDWALLS.
U E 13. MINIMUM CORRIDOR INTERIOR FINISH .S CLASS B (GYPSUM)
NDW'ALLS
CRIPPLE STUDS 2x4 SPF#2 AT 16" O.C. 2" BRACING iN5TAL C`-
v X MINIMUM
ii STRI:�'TURA! 5 AT SHALL E TEND CONTINUOUS
5/8- PLYWOOD, STURD-I-FLOOR ` -_ x4 SP�p3 LET IN FROM TOP OF JS 0P CHORD TO 3!4"
EXP.-1, 20" O.C. I BELOW TOP Or 1Y ST WITH ALT. SHEATHING
ROUT OFF EXCESS { EDGES SUPPOR 2' NOMINAL LUMBER OF THE
BOTTOM PLATE 2x4 SPF#3 s .- P:_:OOR SHEATHING = SAM S!ZE AN'I ,P- E AS EXTERIOR `WALL FRAMING.
d, JOI'vT �DL•^NOOL i
h3 f ING MATER AL
APA RATED S _A.T}iI. i CAPPED 1� t_ T I NOTES
BE & G;
B
'�. _ SIDING EXT. FASTENED WITH nn
t-i I '
30 GA. X 1-1/2 STEEL STRAP ROM W'A:L 6 O.C. EDGES ' BE 20 INCHES W HEIGHT TO THE TOP OF THE
� OR
STUD TO FLOOR JOIST AT OPENING STUDS AND 2222S. �'� �u OdGA BOX NA TOILET SEAT WATER CLOSETS SHALL
• ---_ _ :-�_ _ i COMMON ACCESSIBLE
L
T c ''I7 _� AND O. N 'H EL J, OR
16" O.C. WITH 7- 16 GA X S,A: _,_5 #1
?%8' STRUCT'LRAt PED THERMO-PLY FASTENED
STRAP END. _ APLES 3 0.... EDGES -
( YPICAL SiDEWA1.S & FNDWA�_L,S} ' -. AN') 6 O.C. I:� FIE D. M IN LENGTH AND MOUNTED 33 INCHES ABOVE
' A x '4" cT BARS SHALL DIAMETER WITH A 1 1/2
-, ynTH 16 G x 1 � WATER CLOSET GRAB BE 1-1/2 INCHES IN
" r �
1- 5 16"X 3' LAG SCREWS THROUGH -' -'RESS 'RE TREATED THE FLOOR AND 24 INCHES MINIMUM INCH CLEAR SPACE BETWEEN THE WALL AND BAR
SILL PLATE't i-+PICAL) i'
FLANGE INTO JOIST AT EACH OUTRIGGER ç- RIM JO ST '2x6 SPF•r2
d.. 3BE WALL HUNG WITH AN ELONGATED RIM AT A
(TYPICAL) ' FLOOR lOiST5 2x6 PF#2 AT 16 O.C. MAXIMUM OF S INCHES ABO lE THE FLOOR.
ACCESSIBLE URINALS SHALL
P ra I BEAM PIER 1
OVER—THE ROOF TIE DOWN STRAP} AT R- 1I INS�vAT.
8'-0' 0. (TYPICAL) -T-r NOTES
OUTRIGGER AND CRCSSME_MBFR 1 SPECIFIED ALL STEEL MUST COMPLY WITH ASTM A3 , YIELD
SPACING 480.C. MAXIMUM BEAM -- M x',' M'ux9UNLESS OTHERWISE I P Y 6
rG - 3J'8" MINIMUM G PSUM BOARD INSTALLED PER MANUFACTURERS
(OPTIONA_ MS?'6.5 FOR MODULE SPECIFICATIONS. THERMAL INSULATION MUST NOT BE SUPPORTED STRENOTN= 36 KS!
1 5/`l6"x 3" LA'; SCREW FA,STE.^ rG *TO FA; ENG H v EXC.'L_ NC 4C 9Y GYPSUM 80ARD.
2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307.
FLOOR JOIST THROUGH 3u16'x '. ,2x +-I '2 r--
STEEL CLIP WELDED TO OJTR G0LR SIDE O;'- TOP
FLANGE OF I-BEAM (TYPICAL AT ALL T--BEAMS.; GYPSUM BOARD
+. - CORRIDORS - 3/8" MINIMUM
SEE :_O�JR C A flR T r r ( ELSEWHERE - V� I ' V (NJ I
OPEN FRONT SEATS
G„ M A I,P DR BLOCK TILE OR LINOLEUM IN BATHROOM AND OTHER WET
AREAS, CARPET, BLOCK TILE, OR LINOLEUM INSTALLED IN AL 1. TOILETS SHALL BE ELONGATED WITH NON-ABSORBENT S T .
OTHER AREAS.
2. RESTROOM WALLS SHALL BE COVERED WITH A NON-ABSORBENT MATERIAL TO A MINIMUM.
HEIGHT OF 48 INCHES ABOVE FINISHED FLOOR.
T _-___- - ----_-__ _ _- -T. ' -. - { N N I A A
I L i / 3. RESTROOM VENT FANS SHALL PROVIDE 2 CFM MIMiMUM PER SQUARE FOOT OF RESTROOM
_ I V I r1 I`` �1 FLOOR AREA.
, € 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
4 1 - - 30 GAUGE GALVANIZED METAL ROOF COVERING INSTALLED ED
PER MANUFACTURERS SPECIFICATIONS.
--, 5. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 {NCH DRAIN TO EXTERIOR, TM-' RELIEF
TH DRAIN TO EXTERIOR, AND A SHUT-OFF VALVE WITHIN 3 FEET ON 1H
+ �..- 019 INCH ALUMINUM SIDING VALVE WI
WATER SUPPLY UNE. (SHUT-OFF VALVE SITE INSTALLED)
E COLD
{ i 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV.
._..
7 SUPPLY LINES
LINES SHALL BE POLYBUTYLENE OR COPPER, WHEN POLYBUTYLENE
A) I SU p1PLY FINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE SETTING
• _- j I 8 OTHERWISE WATER
CLOSETS
CI ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS
I -_J
I ; _ TiCND NOTES:
OJNDATION PLAN IS SHOWN AS A TYPICAL STANDARD FOR REFERENCE ONL'r'.
-., - -• - - -- RESIST
____ _ _- ---- -- 1 =OUNDAPON PLAN ABOVE INDICATES MINIMUM PIER REQUIREMENTS TO �
;RA'>^TY LOADS. ACTUAL FOUNDATION CONSTRUCTION AND INSTALLATION IS
c I SUBJECT TO LOCAL CODES AND INSPECTION.
1 2. TE-DOWN STRAPS TO BE 1-1/4" X .035" GALVANIZED STEEL QQS-781-H TYPE-1
I5 —B GRADE—I TIE—DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 1627 SOUTH MYRTLE AVENUE
F\';; I I I �� I n �,;. =r; 4,725# MINIMUM ULTIMATE CAPACITY. CLEARWATER, FLORIDA 34616
" ,F!NUTE MAN ANCHORS TO HAVE 6,200 MINIMUM ULTIMATE LOAD CAPACITY.
FIRST TIE-DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE MAXIMUM DATE: V {
SPACING INDICATED. ,
FOJNDATiON DIMEI`4Si0lv3 I _ �L- PIERS SHALL BE 8"x8'x16" CONCRETE BLOCKS ON 16x16 SOLID CONCRETE
SCALE -NTS-
)DYING, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. DEPTH AND THICKNESS CODES: SBG NEC, FL. REVISIONS: SHEET
-----�- I FOOTING SHALL BE PER LOCAL CODE REQUIREMENTS.
BUILDING PIER T O CEO:ER r, BUiLDirv:� BIER ;ER
WIDTH BLVD EDGE �'' SPACING Vv1DTH BLD EDGY SPAvIRjG o MINIMUM SOIL BEARING CAPACITY 3,000 PSF, MINIMUM FOOLING CONCRETE COMPRESSIVE SEALS: FL. ���®
STRENGTH 2,500 PSI AT 28 DAYS.
," 1 /2" i" —8„ 32 �„ a'" �RAME 71EDOWNS AND UPLIFT WIND ANCHORAGE DESIGNED BY OTHERS, AND SITE TYPICAL FOUN).,i ION �'L f:N JOB No.
—� 1 D 1 ,'� „ "STALLED PER LOCAL CODE REQUIREMENTS. 195'— „�
iv • / 9962
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