HomeMy WebLinkAbout08-7427 (2) 42'-0
9'-0" 10'-O 0" 22'-0 10'-0"
2'-11"
2'-9" 3'-6" 3'-0" 3'-6" 3'-0" 3'-6" 2'-9" 4'-0" 24"
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24" 2'-6" 2'-6" 9'-0" 24"
10'-0"
22'-0" 1 -0"
LANAI PLAN
SCALE: 1/4' = 1'-0' ALL
REVIEW WAt �7 rREVA1LI?�G CODE:, .D\ELILDO
CITY OF ZEPnY ci J S CODE.\:ATIO\ L
PLANS EX AM NE �7C 5 C' Y QF ZEPH p it O
3' COMPOSITE PANEL ROOF - FL 2291
0
I I
b = b
0
I 1
0
N
EXIST. 4' CONCRETE SLAB THIS SIDE
SIDE ELEVATIIN
SCALE: 1/4' = I'-o' PASCO PERMIT SERVICE BOB ALLEN
3522 AQUAMARINE WAY, EMERALD PT.
6440 FORT KING RD. ZEPHYRHILLS, FL. 33540
ZEPHYRHILLS, FLORIDA 33542 SCALE DATE SHEET
1/4'=1'-0' 01/22/08
SUZANNE BAHR (813) 788-5314 DESIGN/DRAWN CHECKED I OF I
W. MCMILLAN SPB
RA.DT-07 #1OX1 1/2' LG HEX HD
ENGINEER'S, NOTES: CORROSION RESISTANT LAG SCREW 3'x4' COMPOSITE ROOF PANELS j SIMPSON BCS 2/4
PT 4x4 POST TO
W/1 5/8' DIA FENDER WASHER ROOF FASTEN W/ #14x4 1/2' TOP PLATE/BEAM
I.THE BASIC DESIGN WINDSPEED' 120 MPH , 3 SEC GUST (3) PER PANEL&6' D.C. @SIDE WALL @ 12' O,C. AT ENDS AND RAKES
2. THE WIND IMPORTANCE FACTOR IS 1.0 FROM FBCR TABLE R502.5(1) OR RISER PANS WITH INSULATION&.019'MIN PROTECTOR PANEL I SIMPSON ABU 44
3 THE WIND EXPOSURE CATAGDRY USED IS 'B' EXTERIOR BEARING WALL W/20' BLDG WIDTH CLOSE INSULATION PANEL WITH ALUM. END CAP PT 4x4 POST BASE
4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/-.18 HEADERS SIZE SPAN FASTEN W/ (3) #10x3/4' WASHER/ FASTEN TO SLAB. W/
5. DESIGN WIND PRESSURE =+20/ -23 PSF @ BEARING WALL RESISTANT WASHER HEADED SCREWS. I 1/2' WEDGE ANCHOR
6. ALL WINDOWS AND DOORS TO BE RATED FOR 120 MPH WIND SPEED AND INSTALLED PER2-2'x4'
` 4 MIN EMBEDMENT
2 2'x4' 3'-6' 14' MAX PT 4K4
MFGR'S SPECIFICATIONS. POST
7. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW ROOF & CEILING 2-2'x6'
NAILING PATTERN SPECIFIED PROVIDES 850N/FT UPLIFT 2-2'x8' 6'-10' •�
2-2'x10' •
---�
8. NOTE SIMPSON CLIPS MAY BE APPLIED EITHER OUTSIDE 2-2'x12' 1O'-O' '
OR INSIDE OF STUDS 1 2
3-2'x12' 12'-2' 1/2
PT POST ALTERNATIVE
VALENCE CAP ,I CONSTRUCTION
#8x1/2' CORROSION RESIST EN „...-
WASHER HEADED SCREWS
#8 X 1/2' CORROSION RESISTANT DBL 2'X4' TOP PLATE 1/2' PLYWOOD OR OSB
ALL PURPOSE SCREW EXISTING7 (
OVERLAP BOTTOM PLATE
ROOF AND PERIMETER JOISTS
DBL 2'X HEADER NAIL 6' O.C. EDGES
12' APPROX PER FBCR TABLE R502.5(1) &12' IN FIELD
W/1/2' PLYWOOD SPACER SEE NA! ING t4 TU E
1�� •_ = � OVER WINDOWS&DOOR
WINDOWS PER SCHEDULE
/ NOTE WHEN WALL HEIGHT EXCEEDS
PANEL LENGTH BLOCKING IS REQ'D
1/2' PLYWOOD OR DSB Q ¢ USE 2x4 EDGEWISE AT
OVERLAP BOTTOM PLATE ANDSTRUCTURALPAN
_ PERIMIETER JOISTS NAIL I I HORIZONTAL EDGE TO
---- 6' O.C. @EDGES&IN FIELD c� CO PROW NAILING OR
3'x 12'x,03 ATTACH ONLY WITH SEE NAILING NOTE / ±23 PSF PSF I 0 ' NAIL ESC DULE PER
6 EDGES
COMPOSITE ALUMINUM PANEL ALUM FLASHING C-24 12' @ FI D)
OR RISER PAN W/INS&PROTECT PAN L INSTALLED 6' MIN UNDER VINYL SIDING 37'x50 5/8
FIRST ROW OF SHINGLES TO MATCH EXISTING - -
----- -- --- -- 2'x4' ONSrTRUeT ON
2'x4' STUD CONSTRUCTION 16'- +19 PSF @ 16' D.C.
,C, TYP -21 PSF
SIMPSON CLIPS 36'x6'-8' PREHUNG
R-11 INSULATION IN ALL 2X4 WOOD WALLS APPLY INSIDE OR OUTSIDE
/
2X4 4TH WALL CONSTR
CTION . .
I z 1
MAY ALSO BE 2x6 SMB W/3x3 AL COLUMNS@ 10' O.C. _ ________ __ _
USE 2x3 AL KNEE BRACES @ END 3x3 POSTS TO SMB MIN FACIA -•_...-..-..-••-••- / ADE _ _ H
Q'�� .°8i 4' THICK 2500 PSI MIN CONCRETE SLAB
VIEW ® 4TH WALL ° OVER 6•x6'-#10/10 WWM OVER 6 MIL
STRUCTURAL PANELS NAILING NOTE: POLYFILM W/ EDGES LAPED 6'& TAPE
NOTE: 2x4 BLOCKING SHALL BE APPLIED AT HORIZONTAL OVER CLEAN COMPACTED TERMITE k\ick
SPLICE JOINTS OF PANELS TO PROVIDE NECESSARY NAILING SINGLE PT 2'x4' BOTTOM PLATE TREATED SOIL �- 1 DATE
FASTEN TO CONCRETE SLAB W/FOR HORIZONTAL SHEAR STRENGTH 1/2'x5' SLEEVE ANCHOR OR I -OFZEPH RHILE �
3' IMBEDMENT @24' D.C. MAX ;
NOTE: NAIL 6' D.C. @ EDGES&10' D.C. MAX IN FIELD & @ EACH SIDE OF ODOR& RED;AILI�G CODES.FLCf21D.aEU1LD ,r PLAT _.�°r411Vli sh—
WOOD STRUCTURAL PANELS SHALL WINDOW OPENINGS&WITHIN
NOTE: USE SP2 &SP1 CLIPS @ STUDS TO TOP PLATE &BASE PLATE OR USE 6' OF CORNERS CODE,N.\T ON.AL ELEI.12IC CODE,yYT! N❑TE: NO FD❑TER REQ'D EXCEPT WHEN ADDRESSING ERROSION
ALTERNATE NAILING SYSTEM AS FOLLOWS PER STT 10-99 TABLE 30551: C 4'BE USED PSI
N NNOMINAL
MIN LGROUND UP TO[SLOP MAY
ES OF 1'/12'
OVERLAP THE TOP MEMBER OF THE H&W=8'x8' FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12'
DOUBLE TOP PLATE AND THE BOTTOM FREE STANDING W/(1)#5 CONTINUOUS
PLATE AND THE PERIMETER JOISTS WHEN APPLICABLE DBL 2X8 GIRDER W/FLAT SIMPSON CS-16 STRAP ROOM ADDITION/DOCKING STATION H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12'
(CONSTRUCTING ON A WOOD DECK.) OR EQUIV. ASTM#123-89A MOBILE HOME STRAP FOR MO OR HOME W/(2) #5 CONTINUOUS
ROWS OF lO NAILS @ 3 NEW SLABS TO HAVE EITHER 6'x6'-#10/10WWM
d O.C. SHALL BE 1/2' OR FIBERMESH
MINIMUM FROM PANELING EDGE& OF BOTH MEMBERS
OF DBL TOP PLATE&BOTTOM PLATE. NOTE: WINDOW&DOOR MFGR'S TO CERTIFY THEIR PRODUCTS
USE TWO STAGGERED ROWS OF NAILS ON 3' ❑.C WILL WITHSTAND THE PRESSURE RESULTING FROM A 110 MPH I hereby certify that I have performed and reviewed this plan and found
@BOTTOM PLATE WHEN BUILDING ON CONCRETE SLAB WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. it to be in Compliance with ASCE 7-05 and R301&R401 of FBCR 2004
OR ALTERNATIVELY INTO PERIMETER JOIST WHEN WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S and section 1609 & 1800 of FBCB 2004 and the 2006 SUPPLEMENT to FBC 04.,
BUILDING ON WOOD DECK SPECIFICATIONS
NOTE: WHERE WINDOWS, DOORS INTERRUPT OR David W. Sr_ith,P.E.
STRUCTURE HEIGHT REQUIRES SPLICING OF PANELS AU MER:
INTERRUPTING THE WOOD STRUCTURAL NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE
SHEATHING AND WITHIN 4 FT. OF EACH CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ 7 .W.SMITH P.E. 53608 FREE STANDING SHEET Dr
CORNER AND ATTACHMENTS TO EXISTING 6x6/10-10 WWM OR POLY FIL OVER 6 MIL POLYFILM OVER CLEAN FLORIDA PR0FESSI0NALCNGINEERLICE NiNDER53soe ROOM ADDITION 1 OF 1
STRUCTURE USE SIMPSON SP2&SPI COMPACTED TERMITE TREATED SOIL, FOOTINGS WILL BE DOCKING STATION
DR EQUIV. APPLIED PER MFG'RS REQUIRED IN SITUATIONS WITH SLOPING GRADE. uAL
9909 LASTCIN DRIVE-BADE CITY,FL0RIDA 33525 DESIGN/DRAWN
Custom Home Plan Service DATE PART NO.
SPECIFICATIONS @ STUDS TO TOP PLATE& STUDS TO BASE PLATE. Poe:nt-szl-Dens rAxaststloec7 EKAL: :eyhrrt;Ppte.rct D.W.SMITH,P.E. 7/25/07 RA.DT-07
AT EITHER INSIDE OR OUTSIDE OF STUDS PASCO PERMIT SERVICE SCALE CHECKED ROOM ADDITION
ENGINEER LICENCE 053608 SUZANNE BAHR 813-788-5314 AS NOTED J WOOD FRAME
_ 1 HOST STRUCTURE
ENGINEER'S NOTES: - i #10 X 1/2' CORROSION RESISTANT
ALL PURPOSE SCREW EXISTING ROOF III
BASIC • WIND' VELOCITY: 125 MPH (3 SEC GUST) I ��'x3'X.045• ALUMINUM COLUMN
2x2x.O62 ANG <3'x3'X045' ALUMINUM COLUMN2 4 CORNERS) �i2' APPRpX-
IMPORTANCE FACTOR: 0.77 EACH SIDE
EXPOSURE CATAGORY: B OR ALTERNATIVE
PT 2> #lo sMs
INTERNAL PRESSURE COEFFICIENT=
+/-0' 062'U CUP ORROSION RESISTANT(2)
2x4 DECKING
C&C DESIGN WIND PRESSURE =+20/-28 PSF FASTEN TO JOISTS 1'x2' ALUM BASE PLATE (TYP)
W/#8x3 DECK SCREWS
SCREEN PRESSURE=14 PSF
MAX DEFLECTION =2.46' L/60=168/60=2.8' ALLOWED I - -
MAX MOMENT (PANELS)=7,600 IN LBS I PT 2'x6' PERIMETER JOIST i CONTINUOUS ALUM FLASHING
MAX FIBER STRESS=MC/I=14,770 PSI ' INSTALLED 6' MIN UNDER
#10 TAPCDNS X 3 1/� FIRST ROW OF SHINGLES
-CORROSION RESISTANT 2' DR UNDER DRIP EDGE
ALUM. FLASHING UNDER EXISTING DRIP EDGE MIN IMBEDMENT IN 2'x6 CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE
`'.• PERIMETER JOISTS
TO EXTEND 12' OVER PAN ROOF `, i FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA
---� WITH #!0x2' SMS OR LAG SCREWS@ 12' O.C. MAX
24'MAX p.C, .-v (2) ROWS STAGGERED
` TYPICAL
#10 X 5/8' SMS FASTEN PANEL TO REC. CHANNEL W/#!0x3' SEAL HD TEKS
WASHER/SEALHEADED EXISTING..,\ DETAIL OF @ 8' O.C. MAX, TOP DR BOTTOM FLANGE
CORROSION RESISTANT RDDF POST TO DECK
CONNECTION ENLARGED VIEW
FASTEN PANEL TO REC. CHANNEL ' /#10x3/4' SEAL HD TEKS TYPICAL ROOF CONNECTION
@ 8' D.C. MAX, TCP OR BOT7❑M FLANGE .._.._.._.._.._.._..-.._..-.._.._.._.._.._.._.._.._._.._.._.._..-..-.._..-.:_.._.._.._.._.._.._.._.._..-.._.._..-.._.._.._.._..___.._.._.._.._.._.._.._..J_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. _
#10 X 5/8' HEX HD CORROSION RESISTANT T -�---'"-
3'x4'x.032' COMPOSITE PANEL IXX 0.9 IN4 �--r-1 !x0.6 IN4 w ROOF FASTEN TO BEAMS W/ #14x4 1/2' METAL SCREW,WASHER&SEAL ( �F� T
@ 12' O.C. AT ENDS AND RAKES APPROX 4' DC MAX. AS SHOWN
i DR TO REC. CHANNELS 2 ENDS DR RAKES
3 1/8'X3'X,06' ~ (3 SCREWS /PANEL BOTH ENDS) #10x2 1/2' SM #10x2 1/2• SMS Ld
W/#10x3/4 SEAL HEAD TEKSEflH
RECEIVING CHANNEL i OR ALUM PAN ROOF: ABOVE L=12' USE (5) SCREWS/PANEL a 8' D.C. @ 8' Dc. \—
! 12'x3' x.032' RISER PAN ROOF `` `- - - - ! ADD iX2 OPEN BACK
FASTENED TO WALL STUDS 3105 H28 Y =23KSI ADD 1x3 OPEN BACK 2
OF HOST STRUCTURE AT (/) I FASTEN W/ (3) #10x3/4' ✓ASHER/ INSIDE INSIDE
EACH STUD WITH ONE SEAL HD TECH SCREWS@ BOTH ENDS
1/4'X1 1/2'LAG AND 3/4' ~ ' 6' O.C. AT RAKE EDGES •0
ALTERNATE CONSTRUCTION 1ALTERNATE CONSTRUCT10 WASHER COROSION RESISTIVE O DETAIL OF ALTERNATIVE FASTENING METHOD ALUM COLUMN DETAIL ALUM COLUMN DETAIL
= SIDEBEAM FASTEN CAPRI CLIPS W/ ALTERNATIVE TO 3x3 STUDS !ALTERNATIVE TO 2x3 STUDS
ENLARGED VIEW (a3 i CONNECTION 2'x3'X.045 �} W/(2) E03/4' TECHS FOR CONVERSION OF FOR CONVERSION OF
ALTERNATE ROOF CONNECTION LUM COLUMN
5'
ALUM C EXISTINr, SCREEN ROOMS EXISTING SCREEN ROOMS
._.._._..---- -NOTE`XSEE,ALITERNATE CONSTRUCTION
WITH 3x2 STUDS WITH 2x2 STUDS UMINUM 2 1/2' X 1 1/2' RECEIVING CH' NET_- CONNECTION DETAIL OF /'2x2x.062 ANGLE :�T/(23�3'k()45'' AL COLUMiN
UCTION DETAIL THRU BOLTED TO POST WITH 3'x 12'x,032' POST TO 2"x3" SMB EACH SIDE x3'x.D45' a 4 CORNERS)
USING Ix2 OPEN BACK W/2X2 TUBE 5/16--18 BOLTS FOR SIDE BEAM RISER PAN or (OR ALTERNATIVE (2) #lo SMS
062'U CUP CORROSION RESISTANT(2)
SEE CONNECTION DETAIL FOR EITHER CORROSION RESISTANT BOLTS, I'x2' ALUM
WOOD OR CONCRETE DECK WASHERS, NUTS- TYPICAL SEE CONNECTION BASE PLATE (TYP
DETAIL
OPTIONAL 022' ALUM. 'KICK PLATE',
STYROFOAM COMPOSITE PANEL, OR VINYL SIDING a10 TAPCONS 3 1/2 ONC. SLAB S -CORROSION RESISTANT
6'f 2'x2' MIN SCREEN BEAM �,z MIN IMBEDMENT
x Lv 24'MAX D.C.•--
f 2'x3'X.C4 2 x3'X 045' TYPICAL
NOTE: STAIRS &RAILINGS TO Z
D _ DETAIL AT
_ U . S
CONFORM TO F.B.C. 2004 E in _
MAX SECTIONS R311 &R312 2'x3'X.04 \�\1'x3'x.045' ' - _ P�CONNECTION
TYPICAL RESPECTIVELY 2'x3'x.C45' 2'x3'x.045' _D CAULK BETWEEN FRAME
(� MEMBER AND HOST STRUCTURE "- --'- -'
ATTACH TO HOST STRUCTURE
WITH #10x3' LAG SCREWS 12'
ALUM TERMITE
D.C.
EACH PIER W 2'x2'x045• IMPSON =
GRADE ' H5
B'x8'x8' SCREEN ROOM MAY BE BUILT ON DECK DR SLA NOTE
CONC, BLOCK AUGER ANCHOR 2 EACH OUTSIDE ER ATTACHED SCREEN ROOM
OR EQUIV VARIOUS LENGTHS- =14'MAX (AL PANS ATTACHED
ELEVATION 32' IMBEDMENT OF 36' AUGER ANCHOR WITH RISER PAN ROOF (3105 H28)
= 6'MAX (3' COMP. PANELS
SECURING PERIMITER GIRDERS OR 3' x .032" COMPOSITE PANEL ROOF
NOTE: MAY ALSO BE CONSTRUCTED ON 3000PSI CONCRETE PR HUN TYPICAL
4'X16'X16' WITH ASTM#123-89A STRAP OR EQUIV PREHUNG ON DECK OR CONCRETE SLAB
CONC PAD SLAB 4' THICK W/ 6x6/10-10 WWM OVER 6 MIL POLYFILM I'x2'x.045' SIDE ELEVATION MAY ALSO HAVE ACRYLIC OR VINYL "BLOW OUT"
OR EQUUIV. FIBER MESH IS ACCEPTABLE ALTERNATIVE TO W WINDOWS THAT SHALL BE REMOVED WHEN WIND SPEED
NOTE, N❑ FOOTER REQ'D EXCEPT WHEN ADDRESSING ERR❑SION EXCEED 75 MPH, 3 SEC GUST
OVER CLEAN COMPACTED TERMITE TREATED SOIL, 4' 3000 PSI NOMINAL SLAB W/O FOOTER MAY
BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12'
H&WI2'x12 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2'/12' D.WY.SMITFI,M.S. ,P-E- ATTACHED SHEET OF
I hereby certify that I have H&W=12'x16' FOR GRADE SLOPES GREATER THAN 2'/12' FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 SCREEN ROOM 1 OF
y performed and reviewed this plan and Found NEW SLABS TO HAVE EITHER 6'x6'-#10/IOWWM C2GSton7 Home Plan Service
it to be in compliance with section 1609 of the Florida Building Code, 2004 edition OR FIBERMESH 9909 VALLASTON DRIVE-DADS CITT,FLORIDA 33525 SCALE DATE PART Na
and ASCE 7-02 & section R301 of FBCR 2004 &the 2006 SUPPLEMENT to FBC 04.. Pruc•rn-set-Ds�s FAn352-Sel-D%%T C-MAIL zephyr27P9temt 1/4 =1FT 12/20/07 J Ito
ENGINEER PASCO PERMIT SERVICE p DESIGN/DRAVN J
CHECKED SCRN -02LSb
Vld W. Smith,P.E. LICENCE #53609 SUZANNE BAHR 813-788-5314 D.W.SMITH,P.E.