LINKSIDE DR 1609 G.M. REYNOLDS
40 s9'-11" 1387 ALEUT LANE
ORMOND BCH.,FL
(386)677-7740
10'-4" 8'_4- FAX (386)677-4050
EXISTING PORCH 40
PARTITION IN EXISTING PORCH EXISITNG EXISITNG COPYRIGHT NOTICE
EGRESS EGRESS
HE USE OF THESE DRAWINGS AND
SPECIFICATIONS SHALL BE RESTRICTED
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SEE PLAN 1' EGRESS
EXISTING
CUSTOMER
2668BF
TYP DBL STEP CEILING N LI NKSI DE
INSTALL GLUE LAM ABOVE CEILING SHELF W/ROC >
REMOVE EXISTING EXTERIOR WALL JENTRY
1 EXISTING
r- - - - - - - - - -- - - - - - - - - ,
I _ _ _ _ _ _ _ _ _ _ _ _ I
EXISTING 1955
"EXPAND" FILL IN EXISTING ADDTIONAL 311
i I o EXTERIOR WINDOW
N ; L
GREAT_ _ _ _ _ ROOM_ _ _ _ _ J ; N TOTAL 2266
TRAY CEILING I
L- - - - - - - - - - - - - - - - - - - -1 7
/ \ (2)3044SH
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/ r- - - - - -1 II 167
I I I I II
tDESIGN METHOD
1 WIND VELOCITY(MPH) 120
PROPO'�E /
I I
IMPORTANCE FACTOR 1
L - - - J 1 it
EXPOSURE CATEGORY
�— — — — — -� 11 INTERNAL PRESSURE
_ = I I COEFFICIENT .18
N ROOF HGT. 14'
BUILDING WIDTH
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\ /
ENCLOSED STRUCTURE 6/12
1
GENERALNOTE&
I.GENERAL CONTRACTOR YALL VERIFY ALL DIMENSIONS SHOWN OR
2IED BEFORE STARTING ANYINOWL
CEENERAL CONTRACTORYALL COMPLY NTTN ALL BUILDING CODES
BOTH STATE AND LOCAL.,AND COMPLY WITH ILLL LOCAL AURE7RITIES
COMPONENTS AND CLADDING WIND LOAD SCHEDULE HAVIN3AMSDIC1ON.
1 RIS THECOlTRACTORS 801.E DETERMSE
ERECTION PROCEDURE AND SEQUENCE TOINSURE THE SAFETY OF TH8
OURD;NOANDCOMPONENP PARTS DURING ERECTION.1HI314101 EO
OUT IS MDT LIMITED TED TO THE ADDITION OF NNATETEMPORARY
DESIGN WIND LOAD COMPONENT DESIGN PRESSURES ELEVATION BRAC',NG.GUYS,ORTVDOWNS TINTMAY BENECESSARY.SUCH MATERIAL c J^
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1. ALL DRAWINGS ARE SYMBOLIC. SEE
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MANUFACTURES ILLUSTRATIONS.
2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF R O V E D SEAL
120 c WINCDWS&DOORS 21.80 -26.71 THE FLOOR OR 24" LAivTiC BEACH =
PSF PSF DESIGNATED IN STANDARD SIZES FOR -Mp D A►
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EASE OF RECOGNITION. ACTUAL SIZES MAYBE ACCORDANCE.wUrISE
_ -26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORJDARESIDENI�A tUILouw- To' .,
PSF PSF WITHSTAND 120MF14 DFORCE.- ro
— — — — — — — — —1 25.59,-27,85 3. OWNER! BUILDER IS TO SUPPLY TO BE TEMP GLASS.
r — 5 a 5 SUB-CONTRACTORS AND INSTALLERS WITH AROUND TUBS OR SHOS`�.7 IU , 14-
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.
GARAGE DOOR 0 :
Q
RR�PRD ByA �i
1 I PSF ACTUAL WINDOW AND OPENING SIZES. V >
4.6a 4.64'
1 L LL
120 �ti ROOF 15.72,-23.97 -
/ PSF
NOTE: LOADINGS PER ASC---7-98 r '^J STANLEY P.NQ.t:��E
t.1. ARCHITECT.#9033
-E-� 20Q�- � 3350 RODEO ACRES DR.
E-1 1• ORMOND BCH., FL 32174
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LQ/ O SCALE:AS NOTED
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LOCATION MAP
A- 1
G.M. REYNOLDS
69'-11• 1387 ALEUT LANE
ORMOND BCH.,FL
(386)677-7740
FAX (386)677-4050
8-4.
EXISTING PORCH
COPYRIGHT NOTICE
PARTITION IN EXISTING PORCH EXISITNG EXISITNG
EGRESS EGRESS THE USE OF THESE DRAWINGS AND
SPECIFICATIONS SHALL BE RESTRICTED
0 THE ORIGINAL SITE FOR WHICH
O O
THEY WERE PREPARED AND PUBLI-
CATION THEREOF IS EXPRESSLY
LIMITED TO SUCH USE. REUSE,
I I F5' REPRODUCTION.OR PUBLICATION
I - - - - - 1 I I 10 X BY ANY METHOD.IN WHOLE OR PART
ILi
IS PROHIBITED. TITLE TO THE
to N I I I 1 1 1 DRAWINGS AND SPECIFICATIONS
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g I I MEDIA I 1 m l l PREJUDICE. VISUAL CONTACT WITH
ROOM I I v I I o HOSE DRAWINGS AND SPECIFICATIONS
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REMOVE EXISTING EXTERIOR WALL ENTRY
I EXISTING--
- - - - - - - - - - - - -
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EXISTING 1955
1 "EXPAND" I z FILL IN EXISTING ADDTITOTAL
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T
EXTERIOR WINDOW TOTAL 2266
C L GREAT_ ROOM_
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(2)3044SH
8'-1" 1/23/2005
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I I I I it IWND VELOCITY PH)
11PROPOSE1 i FEB 2006 MIPO ANCE FACTOR 120 ' O
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I w i INTERNAL PRESSURE
L - - - - � ii PY:
COEFFICIENT .18
MEAN ROOF HGT.
-- - - - -----_
BUILDING WIDTH 46'4
BUILDING LENGTH 1^
ROOF SLOPE 6112
ENCLOSED STRUCTURE
V 1.oEt4V LCoWr ACM ANYNRIrY ✓
1.OEr111AL COMIRACTORWILLMR/YAtLOt/ENtI01E ENDWII OR I
\ ` L OENERK CONiMCiOR MALLOD►RYMnALLMRDAOCCDn
WN STATE AND LOCH.AND COMPLY WM ALLLOCAL AVIIgRf o
D[nsuo! Q
/ COMPONENTS AND CLADDING WIND LOAD SCHEDULE a rtisYNecartnAcnfteWNEaAaNSIOnmtOEREC90Nvr+v�uraw+DamuEraetonsi.iansaArtnertHE
ILIIANJCOMOIIEM pAATa Dl.PNO F1ECT70N.Ta!MACUA)ED
tur a NDT LWU TD TIE ADD1"Of Y M EWI TEMPORARY
eRACM4 DV'/S.O11 Tl[DDYM!TNAWrEC NE.Y.SSEO SUCH0KtRW'
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/ WALIZONE NOTE. 4AUDHD190NaAMD6EVAlKNO LCONFO01�IONMEMHUCTUf ft AW*
,q/ tHALL ae vEtFIED AND S11V1 CONFORM TO 111E MorreCTutu DFNMAI0/.
/ 1.ALL DRAWINGS ARE SYMBOLIC.SEE
/ MPH EXPOSURE 4 5 MANUFACTURES ILLUSTRATIONS. NOTE:
- 2. ALL WINDOW AND DOOR SIZES ARE ALL GLASS WITHIN 18"OF SEAL (�
/ 120 a WINDOWS s DOORS 21.60 -26.71 DESIGNATED IN STANDARD SIZES FOR THE FLOOR OR 24"OR LESS _ -
/ PSF PSF it
EASE OF RECOGNITION. ACTUAL SIZES MAY BE FROM A DOOR WAY TO BE THIS STRUCTURE AC''.ORDANCE WITH H S BEEN DESIGNED IN
. SECTION R301.2.1.1 OF THE
-26.71 -34.91 IN COMODITY SIZES. TEMP. GLASS. ALL GLASS FLORIDA RESIDENTIAL IND OING RCCODE TO
L � AROUND TUBS OR SHOWERS WITHSTA�JD 120MPHWINDEORCE
/ - - - - _ - - - PSP PSF 5 4 5 3. OWNER/BUILDER IS TO SUPPLY
I- — — -� GARAGE DOOR 25.59,-27.85 SUB-CONTRACTORS AND INSTALLERS WITH Of TO BE TEMP GLASS. /�
-PRO-POSED ` PSF 4� 4� ACTUAL WINDOW AND OPENING SIZES.
1 - - - - - - - J I 120 C ROOF 15.72;23.97
1 L - - - - - - - - J
PSF
NOTE: LOADINGS PER ASCE 7-88 _jS ANLEY P.HOELLE
\ / ARCHITECT.#9033 dl
3350( W ORMOND BOCH., FL 32174
CITY OF LA
ACRES DR.
APPROVED
0 A IYTIC BEACH
BUII DING OFFICE
O < SCALE:AS NOTED
FEB 14 2006
LOCATION MAP U- A- 1
By; �.
G.M. REYNOLDS
1387 ALEUT LANE
ORMOND BCH.,FL
(386)677-7740
FAX (386)677-4050
COPYRIGHT NOTICE
HE USE OF THESE DRAWINGS AND
SPECIFICATIONS SHALL BE RESTRICTED
O THE ORIGINAL SITE FOR WHICH
MATCH THE EXISTING THEY WERE PREPARED AND PUBLI-
CATION THEREOF IS EXPRESSLY
LIMITED TO SUCH USE. REUSE.
REPRODUCTION,OR PUBLICATION
BY ANY METHOD, IN WHOLE OR PART
EXISTING FIBERGLASS SHINGLES ISPROHIBITED. TITLETOTHE
DRAWINGS AND SPECIFICATIONS
_ REMAIN IN THE DESIGNER WITHOUT
PREJUDICE. VISUAL CONTACT WITH
HOSE DRAWINGS AND SPECIFICATIONS
SHALL CONSTITUTE PRIMA FACE
EVIDENCE OF THE ACCEPTANCE OF
HESE RESTRICTIONS.
U
— co
RAISED BAND ,� N
EXISTING STUCCO i �" J 00
CLOSE IN THE EXISTING I V- O
OVER FRAMELi L=__11 PORCH , O . O
. %
STUCCO OVER LATH I V O
o m
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BACK ELEVATION w 5 * r
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12 FIBERGLASS SHINGLES CL W
61 _ v-
MATCH EXISTING EXISTING LAP SIDING J
LAP SIDING
MATCHING THE -- --- ---- I<
EXISTING FIBERGLASS
SHINGLES
CUSTOMER
3'-6' le
CANTILEVER RAISED BAND L I N KS I D E
RAISED BAND SLIDING
GLASSLJ EXI ING STU CO
IRAISED BAND . FRAME
MATCH EXISTING EXISTING STUCCO OVER LATH MATCH EXISTING
EXISTING 1955 311
STUCCO OVER LATH STUCCO OVER LATH
ADDTIONAL 311
MATCH THE EXISTING TOTAL 2266
STUCCO OVER LATH
LEFT ELEVATION
RIGHT ELEVATION
1/23/2005
DESIGN METHOD
WIND VELOCITY(MPH) 120
IMPORTANCE FACTOR 1 u
EXPOSURE CATEGORY G
INTERNAL PRESSURE
COEFFICIENT .18
MEAN ROOF HGT. 14'
MATCH EXISTING46-4"
FIBERGLASS SHINGLES BUILDING WIDTH
BUILDING LENGTH 69'-11"
ROOF SLOPE 6112
ENCLOSED STRUCTURE
MATCH EXISTING EXISTING FIBERGLASS SHINGLES
LAP SIDING
1.OSVERK OOMTRACTOR Y/LLMR7FY/LLL pI1ENSS7M SHOMM OR
12 1.IMFLtD SEi01R STAw ANr MIORI(
SOTH STATE MA t.00AI.AND CdfLY N1TH A11 IOCAI AUTglSTIOI
VAI All DNTR g1l
1 RgTME COOCEM ORS SOLEliffMANIM TO MW M Of R M[
ENECTNO FROCEDURS AND S90UENCEro pSIUR[THE 8�sE71'OF TME
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SVT x NOT ULETED ro RE ADDITION OF
VIVTOAPORANY
SRACSA.OVI'RORTEDOMMSTHATMAYSENECES&W.S"VATML
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HCCORDA CE WITH SECTION R301 DESIGNED I
AOF THE
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RAISED BAND FE11 ::::jFLORIDA RESIDENTIAL BUILDING CODE TO
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Ir
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STUCCO OVER LATH MATCH EXISTING
STUCCO OVER LATH
STANLEY P.HOELLE
ARCHITECT.#9033
O
3350 RODEO ACRES DR.
� ORMONDBCH.,FL32174
FRONT ELEVATION
SCALE;AS NOTED
w
A-2