1785 Selva Marina Drive (2) #
W14/04 DRAWNG MQU,
A REROOFING OF THE RODRIQUEZ RESIDENCE FOR
JA N R D - R
1785 SELVA MARINA DRIVE
ATLANTIC BEACH , FLORIDA Tk_
SYMBOL LEGEND- BUILDING DATA INDEX OF DRAWINGS
d.
OWNE JASON RODRIQUEZ ARCHITECT THIS DOCURjOVIS AN INSTiiiJMEWq_'
SERVICE,001S THE11ROPERTY OF
REVISION CLOUD PERMITTING AGENCY: CITY OF, ATLANTIC BEACH, FLORIDA JAMES R. McCUE FL AR 11214
JAMES R. MCCUE&ASSOCIATES.ANY
INDICATES REVISEIJ� AREA ZONING: RESIDENTIAL JAMES R. McCUE & ASSOCIATES INC. ARCHITECTS U OR REPRODUCTIONS WITHOUT THE
I BUILDING TYPE- A UNPROTECTED, UNSPRINKLERED E RESS WRrrrEN PERMISSION OFTHE
KEY NOTE TAG A VE MENnOW)I"ARTIES IS
INDICATES NOTE REFERENCED IN PLAN OCCUPANCY CLASSIFICATION- RESIDENCE TITLE BUILDING DATA, SYMBOL LEGEND,. INDEX OF DRAWINGS, STRICTLY PROHIBITED.
SITE LOCATION, SKETCH OF SURVEY, GENERAL NOtS
REVISION REFERENC A1 .0 DEMOLITION PLANS & REPAIR PLANS,. SECON.D F�OOR PLAN (D COPYRIGH7-2002
THRESHOLD- Y/N: N Al .1 NEW ROOF PLAN & DETAILS
INDICATES REVISION NUMBER A1 .2 BUILDING SECTIONS, SECTIONS & DETAILS
CLIENT:
APPLICABLE CODES A2.0 ELEVATIONS
SECTION REFERENC 1 . FLORIDA BUILDING CODE 2001 JASON RODRIQLWZ
SECTION DESIGNATION N.F.P.A. 101 LIFE SAFETY CODE 2000 STRUCTURA,
M.1 SHEET # ON WHICH IS DRAWN FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (CHAPTER 11 FLORIDA
FARIS DAOUD P.E.
DIRECTION OF SIGHT BUILDING CODE 2001 ) STAR STRUCTURE INC.
v
J.
9116 CYPRESS GREEN DRIVE SUITE 201
, NATIONAL FIRE ALARM CODE N.E.P.A. 72-94
DETAIL MARK MACKSONVIME,- FLORIDA 32256
SECTION DESIGNATION INSTALLATION OF SPRINKLER SYSTEMS N.E.P.A. 13-94 CONSULTANTS:
t2_ how
how
PAGE DETAIL APPEARS
-1 ROOF FRAMING PLAN
S
BUILDING AREAS
7
S-2 SECTIONS, DETAILS & DESIGN NOTES
Lw
ROOF -2,972 S.F.
DOOR TA (SEE SCHEDULE)
INDICATES DOOR TYPE
TOTAL -2,972 S.F.
WINDOW TAG (SEE SCHEDULE
v _5
WINDOW TYPE
3
;LIT,
DRAWING SET REVISIONS
INTERIOR ELEVATION TAG
�Jr
DETAIL
2 A1.2 SHEET# ON WHICH IS DRAWN
DIRECTION OF SIGHT
�q
REV# DATE SHEETS EFFECTED DESCRIPTION
.........................
James R. McCue
Hav'611"I
100 ROOM OR SPACE DESIGNATION T F:�C AI
& ASSOCIATES ARCHITEC'I'S
Architect R 112 1.1
5 9-on
HANDICAPPED 5' TURN-AROUND 420 S. 3 RD. STREET
LL JACKSONVILLE BEACH.
SITE LOCATION PLAN
'I FLORIDA 32250
NTS 116 L TEL. (904)241-8800
INDICATES NOT FREQUENTLY USED mccarch@bellsoulh.net
SHEET CONTENT:
-,EaCH
BUILDING DATA,,
SYMBOL LEQEND,
A U0 L 11 '. ,
INDEX O� .PRAWINGS,
.7: SITE LOCATION PLAN.
By.
SKETCH OF SURVEY &
CL NOTES
APP vpM
Of t eopy
IF AAA
PROJECT:
Cf\
GENERAL NOTES : 11A11
44v 2003
REROOFING OF
1. THE CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL. STATE AND LOCAL REGULATIONS 13. PROVIDE 1/4- ASPHALT IMPREGNATED EXPANSION JOINT WHEREVER CONCRETE SLAB BUTTS ANY RODRIQUEZ RESIDENCE
AS THEY APPLY TO THIS PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BUILDING VERTICAL STRUCTURE.
CODE, SOUTHERN BUILDING CODE CONGRESS INTERNA'noNAL. LATEST EDITION&
1785 SELVA MARINA DR.
14. ALL LUMBER IN CONTACT WITH MASONRY OF CONCRETE SHALL BE PRESSURE TREATED. <
I PROVIDE G.F.I. CIRCUITS AT ALL OUTSIDE AND BATHROOM RECEPTACLES. >
ATLANTIC BEACH,
15. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT STRUCTURES, EQUIPMENT,
3. DO NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY STREETS, SIDEWALKS, LANDSCAPING AND EXISTING CONSTRUCTION. FLORIDA
DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. R E 0 E I V E
16. ALL SHELVING SHALL BE VENTILATED VINYL COATED STEEL ROD SUPPORTED AT 36" O.C. MAX. FOOT PRINT - OF THE BUILDING CITY OF ATLANTIC BEACH
4. PLANS ASSUME A SOIL BEARING CAPACITY OF 2.500 PSF. IF SITE CONDITIONS EXIST TO THE ALL CLOSETS TO RECEIVE ONE (1) SHELF. ALL LINEN, BROOM AND PANTRY CLOSETS TO RECEIVE BUILDING &ZONING
CONTRARY. NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. FOUR (4) SHELVES.
.5. THE EN71RE AREA UNDER AND WITHIN 5'-Oo OUTSIDE OF THE BUILDING, DRIVES AND WALXS SHALL 17.. ALL WATER PIPING WITHIN RESIDENCE SHALL HAVE VACUUM BREAKERS. IS UNCHANGED BY THESE P NS FEB 2 7 2003 FISAL REVISION
BE CLEARED OF ALL TOP SOIL, TREES, VEGETATION, ROOTS AND OTHER ORGANIC MATTER PRIOR 18. ALL TRUSSES SHALL BE 2*-0" CENTERS WITH TEMPORARY AND FINAL BRACING IN STRICT
TO STARTING CONSTRUCTION. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ROOF TRUSSES SHALL BE DESIGNED AND RELEASE DATE
CERTIFIM BY A FLORIDA REGISTERM PROFESSIONAL ENGINEER. SUBMIT SHOP DRAWINGS FOR APPROVAL
6. FILL THE SITE AS REQUIRED WITH GOOD CLEAN GRANULAR SAND IN LOOSE LAYERS PRIOR TO FABRICATING TRUSSES. ALL BEARING WALLS SHALL BE 2X4 STUD FRAMING UNLESS NOTED BY:
BETWEEN 12 AND 24 INCHES AND COMPACT BY VIBRATORY ROLLERS TO 95% OF MAXIMUM DRY OTHERWISE. CORNERS AND BEARING POINTS SHALL BE FILLED SOLD WITH JACKS AND SPIKED. TOP
DENSITY AS DETERMINED BY. A MODIFIED PROCTOR COMPACTION TEST (ASTM D-1557). VERIFY BEARING PLATE SHALL BE CONTINUOUS WITH LAPPED JOINTS AND CORNERS. PROVIDE OUTRIGGERS ON ALL
COMPACTION RESULTS WITH TESTS BY A FLORIDA REGISTERED TESTING LABORATORY. PROOF ROLL THE GABLE ENDS. STRAP EACH TRUSS AS CALLED FOR BY PLANS.
AREA UNDER THE BUILDING PRIOR TO FILLING. SEE ROOF PLAN FOR GENERAL LAYOUT AND PITCH. APPROVED SHOP DRAWINGS AS NOTED
SHALL SUPERSEDE THIS FRAMING PLAN,
7. TREAT THE ENTIRE. AREA UNDER AND WITHIN 5%-0* OF THE BUILDING FOR SUBTERRANEAN BBG
TERMITES. PROVIDE RENEWABLE BOND AGAINST SUCH DAMAGE FOR A PERIOD OF ONE (1) NEAR FOLLOWING 19. CERAMIC TILE: INTERIOR. COEFFICIENT OF FRICTION MINIMUM (MIN). .6 ;EXTERIOR USES
DATE OF FINAL COMPLETION. AND INTERIOR -- WET. COEFFICIENT OF FRICTION MIN. .8 UNGLAZED.
�,A
�: JRMc
8. PROVIDE (4) CONCRETE CYLJNDER TESTS FOR EACH 50 CUBIC YARDS OF FRACTION THEREOF 20. THIS A *BUILDER'S SET" OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW
OF CONCRETE PLACED IN FOUNDATION, COLUMNS. BEAMS AND SUPPORTED SLABS. DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL BE RESPONSIBLE FOR
9. ALL CONCRETE SHALL ACHIEVE 2.500 P.S.I. BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED FOR THIS PROJECT. IT SHALL BE C 11/11/02 k\
SHALL BE READY-MIXED IN ACCORDANCE WITH A.S.T.M. SPECIFICATIONS. IT SHALL-BE THE BUILDER'S RESPONS181UTY TO CHECK. VERIFY AND COORDINATE DIMENSIONS, BEARING POINTS AND LAST
LOADS, CONSTRUCTION DETAILS. NOTES AND ALL PHASES OF CONSTRUCTION REQUIRED TO C P IS
OM LETE TH 011-02
PROJECT. ALL FINISH AND EQUIPMENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER
10. ALL REINFORCING STEEL SHALL BE NEW BILLET, DEFORMED STEEL A.S.T.M. A-615 GRADE 60.
21. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE
11. SLOPE ALL SIDE WALKS AWAY FROM BUILDINGS AT 1/4' PER 1'-0-. LIGHT BROOM FINISH
ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFUCT WITH THIS SET OF PLANS IN WRITING 0 10-02-AO.O
ALL SIDEWALKS.. STAIRS AND RAMPS. SCORE CONCRETE IN PATTERN INDICATED.
BULLNOSE ALL EXPOSED TO THE ARCHITECT.
CONCRETE EDGES. SEE ARCHTEC71JRAL FLOOR PLAN FOR PATTERNS. AND CONSTRUCTION JOINTS..
IZ14
AND LOCAL ORDINANCES.
23. ALL EXPOSED METALS. NAILS, HINGES, HANDLES, FASTENERS, ETC. SHALL BE STAINLESS STEEL
12. ALL CONCRETE FLOORS SHALL RECEIVE A SMOOTH TROWEL FINISH EXCEPT AS NOTED. 1 22. FINAL SLAB ELEVATION SHALL BE SET BY THE CONTRACTOR, W/ ATTENTION TO FLOOD ZONE SKETCH OF SURVEY
OR A METAL AS CHOSEN BY THE CONTRACTOR TO WITHSTAND THE HIGH SALT ENVIRONMENT OF COASTAL CONSTRUCTION. 1. 1
V; SCALE: 1 4090
IQUEZ
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TO REPAIR CEILING
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REMOVE SCUPPER & PATCH
HOEL FOR .REBOPFING
MATCH EXISTING STUCCO.
REMOVE.SLIDER -&
L GLAZING.-
C NC. BEAM
& CCO W/
THIS DOCUMENT IS AN INSTRUMENT OF
SERVICE,AND IS THE PROPERTY OF
S STUCCO
H ISTING
WALLS
USE OR REPRODUCTIONS WITHOUT THE
AFTER ROO HAS BEEN EXPRESS WR=N PERMISSION OF THE
INSTALLED MO E TERRACE ABOVE MENTIONED PARTIES IS
& SUPPORTIN UCTURE IN STRICTLY PROHIBITED.
THIS AREA
0
PORTION F E ST TURE COPYRIGHT 20M
FOR THE N MEZZANI STUDY
CLIENT:
CUT H IN GUARD
TO 71E TO
ACCOMM STRUCTURE JASON RODRIQUEZ
OF NEW R OPEN WALLS 0 BEAM BEARING
POINTS TO DECIDE CHANGES
R ALL WATER NECESSARY FOR NEW ROOF
G D STRUCTURAL
00 HAT IS TO REMAIN FRAMING
REMOVE EXISTING ROOF &
REPLACE W/ S.S. METAL
ROOD CONSULTANTS:
REMOVE & REPAIR
CFJLING DRYWALL
THIS AREA
REMOVE SCUPPERS, PATCH
HOLE & PREPARE FOR REMOVE SCUPPER & PATCH
NEW STUCCE (MATCH EXISTING HOEL FOR REROOFING
MATCH EXISTING STUCCO.
STUCCO)
ol
GROUND FLOOR DEMOLITION PIAN 2ND FLOOR DEMOUTION PLAN
1/80 sit-ow 1/80 r-on
A2.0
James R. McCue
& ASSOCIATES ARCH1TECTS,
REMOVE SCUPPER & PREPARE 0 E REMOVED Architect AR 11214
WALL TO BE CLOSED W/2x4 P.T. 420 S. 3 RD. STREET
FRAMING. 7/16 O.S.B.. PAPER
BACKED LATHE AND CEMENTITIOUS
STUCCO TO MATCH EXISTING WALLS N L HEIGHT JACKSONVILLE BEACIL
DS TO FLORIDA 32250
ROOF UCTURE
AB TEL.(904)241-8800
mccarch@bellsouth.net
NEW W/ GLAZED
< ROOFA
SHEET CONTENT:
GROUND FLOOR
DEMOLITION PLAN,
SECOND FLOOR
G r!�(D
4 F.F.
00
C: DEMOLITION PLAN,
ROOF DEMOLITION PLAN
WOOD MATCHES FLOOR, ---------
EXISTING HANDRAIL &
STAIR
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D TO 42*
PROJECT:
OPEN ROOF TO ALLOW OPEN BELOW
EXTENSION OF CHIMNEY
REMOVE SCUPPERS & -PREPARE REROOFING OF
2x2 WOODEN BALUSTERS
CN WALL,TO BE CLOSED W/2x4 P.T. 0 4 1/2- O.C. RODRIQUEZ RESIDENCE
0 FRAMING, 7/16 O.S.B.. ;PAPER.
0 BACKED LATHE AND CEMENTITIOUS 1785 SELVA MARINA DR.
STUCCO TO MATCH EXISTING.7WALLS ' BEAM REMINS
CLEAN TOP AFTER ATLANTIC BEACH,
REMOVAL OF ROOF
FLORIDA
PII/
- REMOVE-SCUI%RS PREPARE CONSTRU I CT NEW WALL TO BEAR <
C
0 WALL TO BE C SED W/2x4 P.T. >EXISTING STRUCTURE
FRAMING, 7 6 . B., PAPER OVER FRAMING OF CLOSET AREA FINAL REVISION
BACKED LATH� AN EMENTITIOUS RELEASE DATE
STUCCO TO MATC ING WALLS
_0 ALO
0
LOWER EXISTING WALL TO ALLOW SECTION AS NOTED
< PORCH OVERFRAMING TO EXTEND 0_00
OVER CLOSET AREA �.O 3/40 1
C"i BBG
t;f5l6N': JRMc
0 PAS: 11/11/02
0'
00 ':Z;
CD UQM- PREPARE ALL ROOF PENETRATING 2ND FLOOR PIAN 0 11-02
REMOVE SCUPPER & PREPARE
VENTS TO BE EXTENDED VERTICALLY
WALL TO BE CLOSED W/2x4 P.T.
THROUGH NEW ROOF
011-02-A0.1
�_D FRAMING, 7/16 O.S.B., PAPER
BACKED LATHE AND CEMENTITIOUS
STUCCO TO MATCH EXISTING WALLS
ROOF DEMOLInON PIAN 11 14. .:4
0 1/80 10—ON
DENQTES DEMOLITION AREA
A l 400
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3" TO WTCH S.S. ROOF v V
ON 2x6 FASCIA SPACED
W/ (2) P.T. I z2'S 0 0
(CURF THE LOWER lx4 0
W/ 11/4- SLATS 0 2'-0-
AND PROVIDE A VINYL
0
PERFORATE 3/4"x3/4*x3" 0
0 2!-00 O.C. STANDING
SEAM METAL ROOF TO
PROVIDE VENT SCREENING THIS DOCUMENT IS AN INSTRUMENT OF
7 , SERVICE,AND IS THE PROPERTY OF
Am-
NV–—1/2.12 JAMES R.MCCUE&ASSOCIATES.ANY
V USE OR REPRODUCTIONS WITHOUT THE
VENTING R R EXPRESS WR=N PERMISSION Of THE
BREAK METAL COVERS 2x6 ABOVE MENTIONED PARTIES IS
PERFORATED <1 1/2"xl 1/2* STRICTLY PROHIBITED.
n
ALLOWS VENTING 1 1/2-
(DCOPYRIGHT 2002
GLASS. ROOF
v
V
5/8'! PAINTED STUCCO CLIENT:
ON PAPERBACKED METAL
LATH E ON 7/16- O.S.B.
1-1/212 JASON RODRIQUEZ
V
L
CONSULTANTS:
DETAIL
TIE DOWN
SEE STRUCTURAL TIE
DOWN SCHEDULE FOR
ALL TIE DOWNS 61�
R
R
AIR
James R. McCue
"TS
& ASSOCIATES ARCHITEC
Architect AR 11214
420 S. 3 RD. STREET
t
a- EXISTING CTURE JACKSONVILLE BEACH,
STRUCTRUE
7- R
FLORIDA 32250
TEL.(904)241-8800
1%lst�l mcc=h@bellsouth.net
REAM
EXISTING TIE BEAM
SHEET CONTENT:
0
ROOF PLAN & DETAILS
n DETAIL (TYPICAL NEW PARAPET SECTION) ROOF PIAN
�.l 3/40 19-091 3/16* 1*-0"
0 PROJECT:
TI E DOWN REROOFING OF
SEE STRUCTURAL TIE
DOWN SCHEDULE FOR DRIP 'EDGE RODRIQUEZ RESIDENCE
ALL TIE DOWNS 3' DRIP TO MATCH
2-V8-S 0 S.S. METAL ROOF 1785 SELVA MARINA DR.
ATLANTIC BEACH,
O.C.
0
I CLADDING FINAL REVISION
0 -C,4
< METAL CLA ING ON 30#
FELT ON 5/8- C.D.X. RELEASE DATE
PLYWOOD
2x4'S 0 2'-0" O.C.
STRUCTRUE
EXISTING CTURE AS NOTED
<
4'-6 1/2"
CN
BBG
1 1/2-
41-Ow SOFFIT
JRMc
PERFORATED VINYL
CD ON lx2'S Ol'-4" O.C.
PATE:
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C 0 2'-0* O.C. F,
-02
DETAIL jo�mo: 0 11
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RAFTER BUCKET
SEE STRUCTURAL TIE
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A1.1
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S.S. METAL
ROOF
O.C.
'o
?WIN A f`�� r's 0
-Aft I
..............................................
BEAM -
iij
SEE BEAM
SCHEDULE THIS DOCUMENT IS AN INSTRUMENT OF
SERVICE.AND IS THE PROPERTY OF
SHEET S-2
JAMES R.MCCUE&ASSOCIATES.ANY
USE OR REPRODUCTIONS WITHOUT THE
DETAIL ABOVE MENTIONED PARTIES IS
STRICTLY PROHIBITED.
I 11jr V-4r
- - - - - - - - - - - - - ROOF C) COPYRIGHT 2002
S.S. METAL ROOF
CLIENT:
TIE DOWN
SEE STRUCTURAL TIE JASON RODRIQUEZ
DOWN SCHEDULE FOR
ALL TIE DOWNS
............
DRIP EDGE -
3* TO MATCH S.S. ROOF
ON 2x6 FASCIA SPACED CONSULTANTS:
W/ (2) P.T. 1 z2'S
(CURF THE LOWER 1 x4.
w W/ 1/4" SLATS 0 2'-Om
AND PROVIDE A VINYL
PERFORATE 3/4"x3/4"x3"
0 .2'-0" O.C. STANDING
SEAM METAL ROOF TO
SECnON PROVIDE VENT SCREENING DETAIL
B
INSULATION - INSULATION 1 1 lo-w
R 30 BATT INSULATION R 30 BATT INSULATION
2xl 0 CURFED 0 TOP TO 200 CURFED 0 TOP TO
ALLOW VENTILATION, ALLOW VENTILATION ROOF
S.S. METAL ROOF
ON SNOW & ICE
SHIELD ON 5/8
C.D.X. PLYWOOD
"j
1111S GLAZING DESIGNED FOR THE
120 M.P.H. DEBRIS ZONE WILL BE
CAP FL4SHING
FINALIZED AS AN ADDENDUM TO ' "SNAP LOKO T.M. James R. McCue
T.S. 4x8xl/4: (SEE T.S. 4x8xl/4 (SEE T.S. 4x8xl/4 (SEE 7�IS SET OF DRAWINGS AFTER THE CAP FLASHING PAINTED
STRUCTURAL PLANS) ROOF RAFTERS STRUCTURAL PLANS) STRUCTURAL PLANS) CLIENT & CONTRACTOR HAVE CHOSEN TO MATCH S.S. METAL & ASSOCIATES ARCH[TECTS
: ___ i � - ROOF RAFTERS - THE,SKY UGHT FIRM. FIRMS WHICH ROOF
2xlo 0 2*-0" O.C. 2x10 0 2'-0'@ O.C. SLOPE DETERMINED Architect AR 11214
HAVE' BEEN- SENT PLANS ARE:
BY FIELD CONDITIONS
1. X EXARC KEYLIGHTS INC.
......................................... >< 3793-B NORTR PEACH TREE RD. .......... 420 S. 3 RD. STREET
n 5/8- STUCCO ON < 5/8" STUCCO ON 5/8- STUCCO ON CHAMBLEE, GEORGIA 30341 2x8 P.T. LEDGER JACKSONVELLE BEACH,
PAPERBACKED LATHE ON PAPERBACKED LATH ON PAPERBACKED LATH ON
7/17* O.S.B. ON 2x6 P.T. 1/2- C.D.X. PLYWOOD ON I< CONTACT: TARIO AMIR ATTACHED W/(2) 48's 0 211%�..o- O.C. FLORIDA 32250
1/2" G.W.BD. 1/2- C.D.X. PLYWOOD ON 1/2- G.W.BD. l< 4" RED 'HEADS
Cl ST`UDS 0 2'-0" O.C. PAINTED 2X6 P.T. STUDS 0 < PAINTED 2x6' P.T. STUDS 0 TEL (770) 451-4352
1-800-247-5934 ol,-4o O.C. Typ
2'-0" O.C. 2'-0'* O.C. TEL.(904)241-8800
FAX (770)451-4934 mccarch@beUsouth.net
< T.S. 4x4xl/4 E-MAIL excircOmindspring.com
<
BATT INSULATION 5* BATT INSULATION 1 2. "GAM
5* BATT INSULATION MANS" ARCHITECTURAL PRODUCTS. INC
< T.S. 4x4xl/4 SHEET CONTENT:
0 1 BEAVERS STREET NEWMAN, GA 30263
IK< K< < CONTACT: TARI0. AMIR
P.T. 2X6 W/ 3o RAMSET . K 2x4 BLOCKS, TECK BUILDING SECTIONS,
PINS 0 l -4* O.C. < K< (770) 254-1094
SCREWED TO EXISTING TEL SECTIONS & DETAILS
GUARD FAX: (770) 251-7094
E-MAIL: www.gamons.com
7
DETAM
Cn 3. "SKYLIGHT SOLUTIONSw
a) - I 11jr a lo-v
LAKELAND. FL
TEL- (863) 688-6595
Q_ EXISTING MASONRY GUARD CELL- (863) 602-7164
FAX: (863) 688-7552
E-MAIL: www.naturlite.com A
CL
PATCH EXISTIN
G STUCCO -7
AS NEEDED
6j 1/2x2 "Z" CHANNELS 0 2'-0" PROJECT:
O.C. VERT. W/1 1/2"x2'-O"
POLYISOCAYANURATE INSULATION
0
BEAM BEARING
C\A 9'-l" ABOVE FINISH REROOFING OF
1/2- G.W.BD.
PAINTED TERRACE FLOOR RODRIQUEZ RESIDENCE
0
BEAM BEARING 1785 SELVA MARINA DR.
V-3" ABOVE FINISH
< TERRACE FLOOR
ATLANTIC BEACK
K 1/2x2 *Z" CHANNELS 0 2'-0"
FLORIDA
' O.C. VERT. W/1 1/2ox2'-Om
POLYISOCAYANURATE INSULATION
'o 0 Do;, 0 a 0
BEAM
< EXISTING BEAM FINAL REVISION
11>
RELEASE DATE
0 0 >
0 a 0 0- FINISH TERRACE
FLOOR
AS NOTED
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SECTION
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JRMc
VAT: 11/11/02
0 Cr
*A.
THIS GLAZING DESINGED FOR THE Xv No: 0 11-02
120 M.P.H. DEBRIS ZONE WILL BE
0 tip FINALIZED AS AN ADDENDUM TO THIS SET OF
171 M,VC4. FLE:
PRIOR TO CONSTRUCTION OF THE 0 1 1-02A 1.1
NOTE.
SKYLIGHTS, THE SUPPLIER'S REPRESENTATIVE
CD '�AR ZI 4
(D CTION 0 LopT WALL SHALL VISIT THE SITE TO VERIFY ALL
DIMENSIONS, ANS SUPPLY THE BUILDER AND
ARCHITECT SHOP DRAWINGS. ONLY AFTER ON
G ABOVE
GUAn RMAINS 0. 4X4 POST "r
SITE VERIVICATION SHALL THE SKYLIGHT FIRM
slor n BUILD THE SHYLIGHT. SKYUGHt FIRM SHALL
ON WHFM
*X"
INCLUDE. ERECTION IN THEIR PRICE. %FET4 OF 7 9f�5
# PAS m5cnp"
12
1 2 1/2
.Now
NEW RAFTER. BEARING
3'-0" ABOVE T.O.
EXISTING PARAPET
C-4 A.F.F.
1 l'—1 1 1/2"
A.F.F.
THIS DOCUMENT IS AN INSTRUMENT OF
SERVICE.AND IS THE PROPERTY OF
89-4" JAMES R.MCCUE& ASSOCIATES.ANY
A.F.F. USE OR REPRODUCTIONS WITHOUT THE
EXPRESS WRITrEN PERMISSION OF THE
ABOVE MENTIONED PARTIES IS
STRICTLY PROHIBITED.
C14 C3 C3
(D COPYRIGHT 2002
1313
CLIENT:
JASON RODRIQUEZ
CONSULTANTS:
SOUTH ELEVATION
��.O 3/16" l'—O
T.O. TERRACE BEARING NEW ROOF RAFTERS
ROOF 20'-4- 0 3" ABOVE TOP OF EXISTING
A.F.F. PARAPET WALL
3 FU
oc
BEARING T.S. IL I
4"Wxl/2"
15'—S'o A.F.F.
0
James R. McCue
& ASSOCIATES ARCH[ITECTS
Architect AR 11214
—OIL 420 S. 3 RD. STREE
JACKSONVILLE BEACK
FLORIDA 32250
09—oft TEL.(904)241-8800
F.F. rnccarch@beUsouthmet
SHEET CONTENT:
ELEVATIONS
NORTH ELEVATION
��.o 3/160 n 11-ow
7
12 PROJECT:
12 1/2
BEARING NEW ROOF RAFTERS BEARING — NEW ROOF REROOFING OF
'vp RAFTERS 0 3" ABOVE
0 3" ABOVE TOP OF MSTING TOP OF EXISTING RODRIQUEZ RESIDENCE
PARAPET WALL PARAP ET WALL 1785 SELVA MARINA DR.
15'-6" BEARING ATLANTIC BEACH,
Lo T.S. 4mx8nxl/4'. FLORIDA
T.O. EXSTING FINAL REVISION
CD TERRACE GUARD
RELEASE DATE
C�
0
AS NOTED
om
1111 n BBG
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06-00
F.F. (F PATE: 11/11/02
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Al 112144
EAST ELEVATION
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S-2
TMS DOCUMENT IS AN INSTRUMENT OF
PRE-ENGINEERED ZIN ROOF PANEL
CONTRACTOR SHALL S IT SHOP DRAWING SERVICE,AM LS THE PROPERTY OIF
APPROVED BY REGIST PROFESSIONAL ENGINEER 3 JAMES R.MCCUE&ASSOCUTES.ANY
IN FLORIDA, PANEL A C NECTIONS SHALL BE USE OR REPRODUCIIONS WrMOUT THE
D G ZIN ROOF PA
HALL S IT SHOP C
REGISTE PROFESS
NEL AN C NECTIO�
WI 0 C S-2
DESIGNED PER WIND OAD C RIA ON SHEET S-2 PREISS WRnTM PE31MI[SSION OF THE
ABOVE ME11MONED PARTMS IS
SEE DETAIL--\ r3 snucmy
6/S-2 4
"I V-2 S-2 COPYRIGHT 2002
Ts8x4xl/4 TS8x4xl/4
1131 B-2
0
PROVIDE 2x6 DIAGONAL BRACING (CIMENTO
FROM HIP TO BEAM ON EACH SIDE
13
S-2 JAS(D,N RODREQ=
00
04
j^5 k 3r -
3 3:1
S-2 C D 2x6
Ln 0 24" D.C.
x
2 Uj 2xl2 HIP
S-2
N
C-4 2x6 C)
CC)
I X %, -PIS
@ 24" D.C., C14
/V CN 0
4 REROOMNG OF
TS 4x 1/ , STUB
COLUMN, SECTION 3/S-2 VD, RODRIQUEZ RESIDDENCE
TYP. @ 3- 'CATIONS +/
12 1785 SELVA MARINA DR.
S-2
x 13 ATLADM(C IBEACH9
00 S-2 9
S-2 FL(ORMA
+ 202 BEAM
5r BRACINGS
00HOUITAN&
0
PROVIDE MIN. 3-BEARING STUDS
EXISTING 1 O"x36 0
EXTEND ALL THE WAY TO THE
CONCRETE COL. FOOTING Stu Structure Hnc.
%K c.3 M
co @ )(6 Stuctuml Engi leering Design
x
C-4 a 24*
4 B_ B-1 HIP C. 9115 Cypmm Gnwm Emve
B-2 S-2 jw�=Mvmpq inofftft 32M
21A
--- EXISTI Wl 2x22 TM.0W) "&n7V
2x8
12 IFAX(M) MO-n7n6
u,
2x8 N 2x6 0 24" 'O.C.
@ 16" C.C. B-2 F IDGE
0
.0 PROVIDE MIN. 3 BARRING
2x8 STUDS CONTINUES TO CMU James R. McCue
24" O.C. WALL BELOW, TYPICAL @ SIMILAR
M M 00 1 12x6 @ 24"1 O.C. LOCATIONS &ASsoa[ATES ARCETr=
x x x
O.C. C14 04 04
@
Ardbited M11214
9
x x
2-2X8 C14 B-2 -620 B(DUTM 3 RD.STMIET
I31EACIE9
S-2 N, 3200
4 CONNECTION PER-/ 410 8
SECTION 11/S-2
V-2 �olr I
L?C,
2(6 FASTEN W/ HUS412
@ 2]" CONNECTOR, TYP. @
ROOF FRAMING PLAN, O*C* 3-LOCATIONS
SCALE: 1/4"=V-0" R001F TRANM(G
NOTES:
1. ALL ROOF FRAMING RAFTERS, VALLEYS, HIPS AND RIDGES SHALL 'BE SYP #2 (U.O.N.) WOOD BEA.MS SCHEDULE
2. 0 DENOTE TO 2-2x6 INTERMEDIATE'VERTICAL SUPPORT LOCATION FOR VALLEYS, HIPS AND RIDGES SYMBOL SI Z* E TYPE SPAN MIN. BEARING
3. PROVIDE 2x4 @ 8'-0" O.C. (MAX.) UPLIFT BRACING AT THE BOTTOM OF ALL ROOF RAFTER FRAMING
B-1 1 PLY-1 3/4"xl 1 7/8" MICROLLAM LVL OR EQUIVALENT SEE PLAN
B-2 2. PLY-1 3/4"xl 1 7/8" MICROLLAM LVL OR EQUIVALENT SEE PLAN
3-STUDE
B-3 1 PLY-1 3/4"x`14" MICROLLAM LVL OR EQUIVALENT SEE PLAN
FASTENING SCHEDULE -,SIMPSON OR EQUIVALENT' WIND DESIGN NOTES B-4 2 PLY-1 3/411049' MICROLLAM LVL OR EQUIVALENT SEE PLAN 3-STUDE
B-5 3 PLY-1 3/4N14" MICROLLAM LVL OR EQUIVALENT SEE PLAN 3-STUDE
ITEM CONNECTION CONNECTORS FASTENERS REMARKS 1. THE MAIN WIND FORCE RESISTING SYSTEM (MWFRS) WAS DESIGNED BASED ON SECTIONS
1606.24 AND 1606.2.4.1 OF FLORIDA BUILDING CODE MAL Mvmlom
1 ROOF SHEATHING 3/4- PLYWOOD 3- 0 EDGES, 12" @ INTERMEDIATS 10d BLOCKED DIAPHRAGMS 2. COMPONENT AND GLADDING PRESSURE ON ROOFS AND WALLS WAS CACULATED BASED ON
2 WALL SHEATHING. 1/2- PLYWOOD 3" @ EDGES, 12" @ INTERMEDIATS 8d SECTION 1606.2.5 OF FLORIDA BUILDING CODE AS FOLLOWING
3 TOP PLATE 2x6 RAFTER H2.5 5-10d 5-10d
COMPONENT AND CLADDING WIND' PRESSURE
4 TOP PLATE 2x8 RAFTER - H8 5-10d 5-10d 5GU:
UVE LOAD 20 PSF
5 TOP PLATE 2xlO OR 202 RAFTER MST1 2 14-1 Od ENCLOSE ROOF AREAS OPEN ROOF AREAS WALLS CONVENTIONAL ROOF FRAMING
AREA DEAD LOAD 15 PSF
DEFLE00N L/240
6 TOP PLATE / VALLEY OR HIP END (U.O.N.) 2-MST1 2 14-10d EACH mvm-. NAD
S Q. FT. INT. ZONE END ZONE
INTERIORS PERIMETERS CORNERS INTERIORS PERIMETERS CORNERS FRAMING/ SIZE
7 2x6 RAFTER RIDGE BEAM 6-10d COMMON'S POS. NEG. POS. NEG. (AT 24" O.C. MAX. WOOD TYPE MAXIMUM SPAN FSD
8 2x8 RAFTER RIDGE BEAM LUS26 4-10d / 4-10d 10 25.9 43.5 65.4 34.1 51.7 78.1 25.9 28.1 25.9 2x6 SYP #2 1 O'_O"
34.7 PAZ: 2/11/03
9 2x"10 RAFTER / RIDGE BEAM LUS28 6-10d / 4-10d 20 25.2 38.8 54.2 33.6 47.3 60.5 24.7 26.9 24.7 32.4 2x8 SYP #2 14'-0" 1-0 NO: 0 11-02
10 '2xl2 RAFTER / RIDGE BEAM LUS21 0 8-10d / 4-10d 50 24.4 1 32.7 39.3 32.8 40.7 47.3 23.2 25.4 23.2 29.3- 2x`10 SYP #2 16'-6"
11 ALL OTHER FASTENING NOT LISTED BC TABLE 2306.1 Mcf.F L
100 23.7 33.0 28.1 31.9 36.3 36.3 22.0 24.2 22.0 26.9 202 SYP #2 19'-6"
NOTE: PERIMETER ZONE WIDTH 5'-0"
5ftf OF 5fM
#
EXISTING CONCRETE 3/16 1/4- CAP PLATE NEW ROOF RAFTER
DESIGN NOTES: OR FILLED CELL CMU T/BEAM I _1\1 ____7 - I SEE PLAN
SEE ARCH. — — — — — — — ROD NUT NTH
CODES: TS8 1/4 TS8x4xl/4 1/8"x3"x3" WASHER
4-5/8"x4" BED - - - - - - - - - - - -
NEW 2-2x4
DESIGN DATA: loll TOP PLATE
FLORIDA BUILDING CODE 2001 EDITION, ASCE 7-98 BOLT
3/16
WIND LOAD 120 MPH L3x3xl/4 x 3" IONG
S X81�2
" LONG
WIND EXPOSURE B TS8x4xl/ BEARING ANGLE EMBED 8" IN FILLED SHIM 2x4 @ 24" TEIIS DOCUNEqT IS AN INSTRUMENT 01F
IMPORTANCE FACTOR 1 C14 CELL CMU, WITH EPDXY
BUILDING TYPE PARTIALLY ENCLOSED TS4x4xl GROUT 2" D.C. SERVICE,AND IS THE PROPERTY OF
JAMES R.MC�C_M&ASSOCIATES.ANY
6"1 # USE OR REPRODUCIJONS WrMOUT THE
1 1/2" 5" 1 1/2" 5 DWL
LOADING: L3x3xl/4 x 3' LONG II/IV V) Of E)agMS WRrrrEN PERMISSION OF n1E
3/8- STEEL 5_< <
ROOF LIVE LOAD 20 PSF PLATE BEARING ANGLE ui a- ABOVE MIRMONM PARTIES IS
STRICMY PROHIBrM.
CONCRETE (28 DAYS):
@ COPYRIGHT 2002
3/16 V 1"i
EXIST. CMUU EXIST. CMU1
FOOTING 3000 PSI PARAPET ARAPET
F'm/CMU 1500 PSI V�i A
00
WOOD:
XISTING ROOF
rv,
u
-t-7EXIS NG ROOI
/r 0
STUD WALL FRAMING (SAWN LUMBER) SECTION FRAMING MHENTO
SCALE: 3/4"=l'-O" _,jbT/EXIST. EXISTING CONCRETE
SPRUCE-PINE-FIR #2 OR HEM-FIR #2 Fb 1150 PSI y CONIC. BEAM 1/2"0 A.B. @'4'-0" O.C. BEAM JASON R(ODRH(Q=
ALL OTHER MEMBERS (SAWN LUMBER) EMBED IN CONCRETE MIN. 7"
SOUTHERN PINE #2 / Fb Af(I"'Cl BASE PLATE TYPE BP-1 EXISTING CONCRETE WITH EPDXY GROUT
1200 PSI W/ 4-5/8"o xlO" A.B. PILASTER
Bp_ 1 (TS4 COL) EMBED IN EXIST. CONCRETE
LVL MICROLLAM / Fb 2400 PSI INEWIT ROOF RAFTER 1 /2 x8"x12" PLATE W/ EPDXY GROUT
STEEL ANCHORS: SEE PLAN
ANCHOR BOLTS A307 SECTION /V"
WOOD NOTES: NEW 2-2x4 SCALE: 3/4"=11- SECTION
TOP PLATE ]jDR(0)jE(C?T0
1. ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE STAMP OF GRADING AGENCY SCALE: 3/4 0
2. ALL WOOD EXPOSED TO WEATHER AND IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. NEW LVIL BEAM GLAZING PANEL
3. EXCEPT OTHERWISE SHOWN ON THE DRAWING, THE MINIMUM NAILING REQUIREMENTS SHALL BE AS PER SEE PLAN BY OTHERS REROOFING OF
FASTENING SCHEDULE-TABLE 2306.1 OF THE FLORIDA BUILDING CODE. ROOF RAFTER RODRHQUEZ RES NCE
4. SHEAR WALL SHEATHING SHALL BE CONTINUOUS THROUGH INTERSECTING WALLS. SEE PLAN
5. ROOF AND FLOOR DECKING SHALL BE NAILED AS INDICATED ON THE PLANS & SCHEDULES 1785 SELVA MARINA DR.
6. ALL CONNECTORS SUCH AS HURRICANE ANCHORS/ TIES, ETC. SHALL BE HOT DIP GALVANIZED. HOLDOWN TYPE ATLADMC, ]BEACH
MGT LUS28 ONNECTOR ...................... FULLY WELDED BEAMS 9
7. PROVIDE MINIMUM UNLESS NOTED OTHERWISE IN THE DRAWINGS OR SCHEDULES: TS4x4xl/4 COL. CONNECTIONS FLORMA
2-STUDS @ EACH SIDE OF OPENING < 8 FT. ADD MIN. 2-BLOCKING
3-STUDS @ EACH SIDE OF OPENING > 8 FT. UNDER NEW BEAM BEARING TS8x4xl/4
3-STUDS @ EACH WALL CORNER
2-STUDS @ EACH END OF SHEAR WALL
2-STUDS BELOW GIRDER TRUSS \\- TUBE STEEL BEAM - - - - - -
LUS28 TOR SEE PLAN Stu Structure Hnc.
THE LOCATION OF THIS STRUCTURE IS IN THE ZONE OF WIND' BORNE DEBRIS REGION, AND DESIGNED 5/8"o A.B.
AS A PARTIALLY ENCLOSED BUILDING. THE WIND PRESSURE FOR COMPONENTS AND CLADDING SHOULD EMBED IN CONCRETE MIN. 7" L EXISTING ROOF TUBE STEEL BEAM Stuctmul TR-ngi ieering Design
FRAMING
BE APPLIED AS SPECIFIED IN THE SCHEDULE ON SHEET S-5. GYPSUM CEILING WAS NOT USED TO WITH EPDXY GROUT SEE PLAN
x
BRACE ROOF JOISTS AGAINST WIND UPLIFT. SEE PLANS FOR BRACING OR BLOCKING OF ROOF JOISTS 00 qns C"T=qMIM Emve
2x8 CONT. W/ HILTI ELF DRILLING
EXISTING CONCRETE SCREWS (S-WW 14 Ox2 3/4 PF #4 WINGS) inouf& 3=M
BEAM
@ 12" O.C. STAGG RED
2-2x6 POST DETAIL, FAX (M)6Q.M6
'r��FOR RIDGE, VALLEY AND SECTION�. SCALE: 3/4"=l -oll
HIP SUPPORT, SEE PLANS SCALE: 3/4"=l'-O
MTS16 AT EACH SIDE FOR LOCATIONS SECTI ON
0 THE BOTTOM & To I
OF THE STUB POST SCALE: 3/4"=l'-O" ��—�2 CONCRETE OR FILLED FOR SIZE OF BEAM
I TOP OF BEAM NEW ROOF RAFTER CELLS CMU SEE PLAN
OR WALL ELEVATION SEEPLAN
1/4" STEEL
NEW 2-2x6 LI SHAPE PLATE 1/4" STEEL
TOP PLATE
PLATE, FULLY WELDDED James R. McCue
f 3/4- PLYWOOD ROOF RAFTER TO U-SHAPE PLATE &ASSOCIAMS ARCEa=S
SHEATHING SEE PLAN Ambitea AR11214
BEAM OR BEARING WALL HURRICANE TIE MIN= - col <0 I\-4-5/8"OW EXP. BOLTS .620 SO=3 RD. STMET
5" 3"
SEE SCHEDULE JACKSOWMILIR BIZACML
STUB POST CONNECTION DETAIL MORMA 3200
2-5/8"0 1-HROUGH BOLT
DETAIL
P-011
SCALE: 3/4"=l LUS28 CONNECTOR LVL BEAM TYPICAL WOOD BEAM SUPPORT DETAIL
SEE PLAN 0
L EXISTING ROOF SHEZU CONTIENTo-
FRAMING SECTION BECUONS
LVL BEAM EXISTING WOOD 0�
SEE PLAN SECTION 8 FRAMING WALL SCALE: 3/4"=l'-O" &
MGT SCALE: 3/4"=l'-O"
CONNECTOR
NEW ROOF RAFTER
SECTION r9 SEE PLAN IDIROHGM NOTS
SCALE: 3/4'=l'-O'o ROD NUT NTH
1/8"x3"x3" WASHER
NEW 2-2x6
NEW 2-2x4 LVL HIP BEAM TOP PLATE
TOP PLATE SEE PLAN MIN. GA 7 PLATES
HU7 MAX W/ 2-1/2-0 THROUGH BOLTS 2-2x6 PLATE
CONNECTOR & 2- 1/2- LAG BOLTS OVER 4-EXISTING JOISTS MIN. 2x8 ON EACH SIDE
7 NAILED TO EACH JOISTS CONNECT TO BOT. MAL R3vMH((DN
"L W/ 2-3/16- LAG BOLTS TOP PLATE W/ A35r' 2"
EXISTING ROOF 5" @ 16" O.C. RELEASE DATE
SHEATING
_5
CD
F== 13-
2x6 PLATE
EXISTING ROOF NAIL TO EXISTING 5W: 3/491=29-091
FRAMING 1/2"0 A.B.
VRAM: NAD
1/2"0 A.B. @ 4'-0" O.C. EXISTING CONCRETE @ 4'-0" 0.C.
EMBED IN CONCRETE MIN. 7" BEAM EXISTING BEARING WALL VEXISTING. ROOF JOISTS m5m: FSD
WITH EPDXY GROUT EXISTING ROO IN,
FRAMING \\- ROD NUT WITH 12AS: 2/11/03
EXISTING WOOD l/8'x3"x3" WASHER jopNo: 011-02
STUD WALL
SECTION SECTION rl 2N� RWC4.F L e.
SCALE: 3/4"=l'-O" SCALE: 3/4"=l'-O" �2 SECTI ON K*'l 3 5afil
SCALE: 3/4"=l'-O" S=2
5ftf OF 5W5