128-11 Seminole Rd plan porch conversion 2012 GENERAL DESIGN CRITERIA
GENERAL: WOOD:
To BE FOLLOWS: BUILDING CODE 2010 .FBC - RESIDENTIAL
A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN A. ALL SOLID SAWN (SS) FRAMING LUMBERWIND-BORNE DEBRIS CLASSIFICATION
INSTRUMENT OF ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE 1. RAFTERS/JOISTS- #2 SYP WIND DESIGN CRITERIA
PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS 2. WALL PLATES-#2 SYP, U.N.O. IN GO D WE TRUST
DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED 3. WALL HEADERS- #2 SYP
FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN 4. WALL STUDS-#2 SPF, U.N.O. DESIGN GUIDE ASCE 7-10
PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. B. ALL ENGINEERED WOOD PRODUCTS (EWP)TO BE AS FOLLOWS:
V MONTHS AFTER DATE OF ORIGINAL ISSUE. 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL)TO BE PROVIDED BY TRUSJOIST WIND SPEED (V DST) 130 mph
B. DESIGN IS VOID TWEL E
co co
N SECTIONS 1603-1610 OF THE FLORIDA BUILDING OR EQUIVALENT. WIND SPEED (VASD, 101 mph
C. DESIGN IS BASED 0 N �
CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING a. BEAMS b. COLUMNS
DE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO - LSL- 1.55E - LSL- 1.3E EXPOSURE CATEGORY C
CO NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE
RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS OF - LVL- 1.9E - LVL- 1.8E DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. BUILDING TYPE ENCLOSED �
THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. - PSL- 2.0EIt
D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL 2. ALL I-JOISTS TO BE PERFORMANCE RATED I-JOIST(PRI)40, U.N.O. 14 C] 0
DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY 3. ALL EWP TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CATEGORY II
THIS OFFICE IMMEDIATELY. INSTRUCTIONS. TOPOGRAPHY FLA
T 0 CONTAIN SPECIFIC INFORMATION INCLUDING, BUT C. ALL SHEATHING TO BE AS FOLLOWS: 0 '
E. THESE DRAWINGSTECO RATED MEAN ROOF HEIGHT < 25' � �- �
NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND 1. ALL SHEATHING TO BE APA OR
LOCATIONS PROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPINDICULAR TO � �"
�
FOR THE ACCURACY OF INFORMATION PROVIDED BY OR DERIVED SUPPORTS. IED ON PLAN TO BE AS FOLLOWS: SOLID SAWN MEMBER DESIGN CRITERIA
FROM OTHER SOURCES. 3. NOMINAL PANEL THICKNESSES SPECIE
F. CERTAIN COMPONENTS DISPLAYED W THESE DOCUMENTS HAVE BEEN a. 7/16" ------ .437 THICKNESS 24/0 SPAN RATING Cc
i' PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED b. 15/32" ------ .469" THICKNESS - 24/16 SPAN RATING USE L.L. D.L. L.L.A T.L'A
COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL c. 19/32 ------ .594 THICKNESS - 32/16 SPAN RATING
ROOF (SHINGLE) 20 7 L/240 L/180 W
SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE d. 23/32" ------ .719" THICKNESS- 48/24 SPAN RATING
STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE D. REFER TO TRUSS MANUFACTURER's SPECIFICATIONS FOR THE FOLLOWING: 'FLOOR (ROOMS) 40 15 L/360 L/240 Z >
ADDITION COMPONENTS NOT TION GUIDELINES. 0
ENGINEER OF RECORD. IN 1. INSTALLATION
IED IN THESE DOCUMENTS ARE NOT THE USS TO TRUSS CONNECTIONS. FLOOR (DECKS) 40 15 L/360 L/240 (�
SPECIFICALLY SPECIE 2, TR
RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED 3. MULTI-PLY TRUSS CONNECTIONS.
IN NATURE SHOULD BE CATIONS AND CONNECTIONS. FLOOR (BALCONIES) 6O 15 L/360 L/240 MLLJ w
COMPONENTS BELIEVED TO BE STRUCTURAL4. TRUSS MEMBER BRACING LO
F THIS OFFICE OR BE ISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS
BROUGHT TO THE ATTENTION O E. WHERE NOT OTHERWISE ATTIC CEILING (STORAGE) 2O 5 L/360 L/240 c co
PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE
INDICATED IN FBC TABLE 2304.9.1.
STATE OF FLORIDA. F. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG-TIE. REFER TO ATTIC CEILING (NO STORAGE) 1O 5 L/360 L 240 0 �
G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM 2011-2012 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR
WALL (BRITTLE FINISH) L/240 d-
MANUFACTURER OR DESIGNER. ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVELANT OR
NS AND DIMENSIONS I LIEU OF SPECIFIED COMPONENTS. tU
H.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS HIGHER LOADS MAY BE USED N WALL (FLEXIBLE FINISH) L/120
AT THE JOB SITE PRIOR TO COMMENCING WORK. G. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS:
I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE,ARE THE . 8d - ,131"x2-1/2" c. 12d - .148"x3-1/4" Z
PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR a e TRUSS MEMBER DESIGN CRITERIA � `�
` b. 10d - .148 x3 d. 16d - .162 x3-1/2
?I REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE
ENGINEER OF RECORD. RESISTANCE: L.L. T.L. 3: Z
J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE CORROSION/DECAY MEM BER L.L. D.L. 0
INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER n 0-
TION ELSEWHERE IN THE WORK EXCEPT WHERE A DIRECT GROUND CONTACT(DECK/BALCONY
ANY SIMILAR SITUATION EXPOSED TO WEATHER OR IN
TREATEDTO ROOF TOP CHORD (SHINGLE) 20 7 L/240 L/180
L IS SHOWN. L BE PRESSURE PRESERVATIVE
DIFFERENT DETAIL BOARDS JOISTS, POSTS, ETC.) SHALL
K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE '
HE SAFETY OF THE A LEVEL RATED FOR THE SPECIFIC APPLICATION. BORATE-TREATED WOOD x 'ROOF BOTTOM CHORD 10a'b 5 L/240 L/180
ERECTION PROCEDURE AND SEQUENCE TO INSURE T SHALL NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED TO WEATHER OR
BUILDING AND ITS COMPONENT PARTS DURING ERECTION. ROUND CONTACT UNLESS SPECIFICALLY RATED BY THE FLOOR TOP CHORD 40 10 L/360 L/240
L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR IN DIRECT G
ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION MANUFACTURER/TREATER AS ADEQUATE FOR THE USE. CONCRETE FLOOR BOTTOM CHORD O 5 L/360 L/240
TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH a. NEED TO BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE rrnn
I IN PLACE. BRACING SHOWN ON THE STRUCTURAL OR MASONRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RESIST DECAY. LOAD REQUIREMENTS. UJ
STRUCTURES
DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER O b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR W W
CONTACT WITH CORROSIVE MATERIALS (ACQ, CA-B, CBA-E, ETC.) SHALL BE
�._ Z-MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND
FOUNDATION. RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, TO
THE EXTERIOR APPLICATION OF FOR MATERIAL TREATED WITH A PRESSURE GREATER, BETWEEN THE TOP OF THE BOTTOM CHORD AOR
ND THE BOTTOM ® ❑
THE EXCLUSIVE USE OF ,. OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
' I A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE H
AND FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR Z
E; STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS, STAINLESS STEEL FAS FRAMED OPENING. J..
ACCEPTED ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE
BEST
INFORMATION N AVAILABLE AT THE TIME OF COMPLETION. THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. * THE BOTTOM CHORD PITCH IS< 2/12. W
D ETC. FASTENERS AND BOTTOM CHORDS SHALL BE DESIGNED FOR THE GREATER OF
GI> MOVEMENT RESULTING ZINC-PLATED (Z-MAX, H G, )
DIFFERENTIAL M TEFL AND ( ACTUAL IMPOSED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED ❑ LL
DESIGN DOES NOT ANTICIPATE DI D. STAINLESS S
FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE CONNECTORS MAY NOT BE COMBINED. USE ONLY SS FASTENERS WITH SS ❑
; OVER THE ENTIRE SPAN.
SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. CONNECTORS. USE ONLY ZINC-PLATED FASTENERS WITH ZINC-PLATED >.
L— r n
EXPLORATION CONDUCTED BY A QUALIFIED CONNECTORS. 1r� W uJ
E PLOR
X
SUBSURFACE
ED AND UJ
R MAY BE USED AT THE DISCRETION TION AND MAINTENANCE OF WOOD, WOOD BAS
GEOTECHNICAL ENGINEERING FI M E. REGULAR INSPECTION
` THE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS
OF H Y -
+ ' LONG-TERM SATISFACTORY
`i FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF OR APPLICATIONS IS NECESSARY FOR CONTINUED,
A GEOTECHNICAL ENGINEERS REPORT,THE E.O.R. DOES ND TOCCEPT PERFORMANCE. r, L
LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD
RETIC DAMAGE TO THE STRUCTURE. Y
STRUCTURAL OR AESTHETIC WITH AN MASONRY. Q [� � W
B. DESIGN HAS BEEN BASED ON
A NON-EXPANSIVE SOIL W
ALLOWABLE$OIL BEARING CAPACITY OF 2000 psf, ACTIVE EFP =30 pcf A ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 Q W < W
_ `+�
(LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORD AND CEASE MASONRY BUILDING CODE.
CONSTRUCTION IF ADVERSE OR OTHERWISE NON B. �
B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING + rrnn m rrnn
CONDITIONS ARE FOUND TO EXIST. CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A UJ W U U�
C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR MINIMUM COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). 0
FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS.
C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. �� ,� r " " ,�
D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28
I{ E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO t"�' r-- Q W
AND HAVE BEEN
UNTIL THE WALLS HAVE SUFFICIENT STRENGTHPROVIDE A SLUMP BETWEEN 8"-11". >
ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED VIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL —� coW Q
E. PRO
TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED PLANS UNLESS NOTED OTHERWISE. ...t N —j
THROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF
F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR#4 BARS AND 25"
RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM FOR#5 BARS. ALL 90° HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR ` r 0 U
COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FOR#5 INTO FOOTING UNLESS NOTED OTHERWISE.
h #4 AND 7-1/2"
ADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO G. ALL CMU TO BE RUNNING BOND CONSTRUCTION.
MAINTAIN THE INTEGRITY OF THE DESIGN, IF UNSURE WHAT COURSE H BRICK VENEER TIES SHALL BE NO. 9 U.S. GAGE WIRE OR N0. 22 U.S. GAGE x 7/8" I
OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY , REVISIONS
CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT.
BRACING/SHORING, CONTACT THE ENGINEER OF RECORD FOR TIES SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND
ADDITIONAL CONSULTATION PRIOR TO PROCEEDING. VERTICALLY AND SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE
r� )
F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS 1
P CTED TO A DENSITY OF MIN. 95% OF MODIFIED PROCTOR 1
r COMA
MAXIMUM DRY DENSITY(ASTM-D 1557) FOR A DEPTH OF AT LEAST ALLOWABLE SPANS FOR LINTELS
,.
TWO FEET(2') BELOW THE BOTTOM OF THE FOOTING. SUPPORTING MASONRY VENEER
G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS TORY ONE STORY TWO STORIES
INDICATED ON THE DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE SIZE OF STEEL NO
771
VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED
WITH 6x6 ANGLE ABOVE ABOVE ABOVE DESIGNED BY: SDM
N CONFORMANCE 4'-6" 3'-0"
PED 8 AT EDGES AND ENDS x x1 4 6-0 DRAWN BY: SDM
W1.4x1.4 WWM LAP L3 3 /
WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE USED L4x3x1/4 8'-0" 6'-0" 4'-6"
WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH L5x3-1/2x5/16 10'-0" 8'-O" 61-01' CHECKED BY. BAM
ASTM-C 116.
H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS L6x3-1/2x5/16 14'-0" 9'-6" 7'-0"
AND OTHER DELETERIOUS MATERIAL. FILL$HALL BE COMPACTED TOA 2-6x3-1/2x5/16 20'-0" 12'-0" 9'-6" JOB NUMBER
DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY NOTES:
DENSITY (ASTM-D 1557). FILL SHALL BE TREATED WITH TERMITE a, LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4" J 4 4 7 5
POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION.
i l STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. c, CONTACT THIS OFFICE FOR OPENING PARAMETERS EXCEEDING
I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH THOSE SHOWN. SHEET
COARSE GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM
' COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS.
J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS STEEL:
FOLLOWS:
o CONCRETE CAST AGAINST EARTH - 3" A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION ' .
ED CONCRETE EXPOSED TO EARTH OR WEATHER- 1 1/2" FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL
FORM
- 4". BUILDINGS". PROJECT ENGINEER
INTERIOR SLABS, WALLS 3/ TM A615 GRADE 40 TURAL STEEL SHALL BE ASTM A36, EXCEPT AFILE C
S NOTED BELOW: J CONFORM TO AS B. STRUC IN,
; ��,rAA,t„�,,ALL f �� 0, �REINFORCLNG STEEL SH �; �``` 111 'f
LNG IN WALLS AND FOOTINGS SHALL BE . PIPE - ASTM A53,TYPE E OR S, GR. B
LONGITUDINAL REINFORCING RC P
I LONG `ovQ�.��G E N g�a.Q9�'>r
CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER . TUBE - ASTM A500
BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25" C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM A307 UNLESSOwj
010
COMPLILAANCE
FOR#5 BARS AND 20" FOR#4 BARS. ALL 90° HOOKS SHALL HAVE A NOTED OTHERWISE. REVIEMD PF
TING TS AND COUPLERS USED FOR BOLTS, ANCHOR BOLTS, AND THREADED a
MIN. BEND LENGTH OF 6 FOR#4 AND 7-1/2 FOR#5 INTO F00 D. HEX NUITY
HALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF cSEF- M�"ATLANTIC ADDITIONAL �� �®
r STAT �✓
UNLESS NOTED OTHERWISE. RODS S
INCLUDING BUT NOT LIMITED TO MIX THE CORRESPONDING ASTM A307, A36, SAE 1018 AND GRADE 2 BOLTS, ETC.
z. . S I 81Iy+1' IdIi"11`SEOI a�I�Difti)T*IAIi. �Q�.•:A,
J. ALL CONCRETE. OPERATIONS,
LNG REINFORCING DETAILING HEX NUTS AND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, ������� �1",��11,?Gt�N.IAT�'[QNS. 'i '•< O R `O•• �`°®®
i DESIGN, MIXING,TRANSPORTING, PLACING, .•.•.•. -
SHALL BE DONE IN ACCORDANCE AND THREADED RODS- ASTM A449 OR SIMILAR- SHALL BE HEAVY HEX ASTM ,�'��t3'/pN AL
AND PLACING, CURING, AND TESTING � BY,
WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, A563 GRADE DH.
SPECIFICATIONS FOR STRUCTURAL RAL CONCRETE". E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS 1 1 /26/ 12
D1.1.
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1 (1
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IN GO WE TRUST
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WALL SH EATH 1 NG
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EXISTING 44 POSTS&
SW 2 8d COMMON O <L
INTALL ADDITIONAL HOLD DOWNS ON A2 HEADERS ABOVE TO REMAIN SIZE CALLOUT Q L7 p
THESE WALLS DUE TO REMOVED
SHEARWALLS BETWEEN GREAT RM. & A S2 A EDGE FIELD 0 ® �
PATIO S2 S2 7/16„ SW6 6" o/c 12" o/c _j x
,/z 1/z SW4 4" o/c 12" o/c <
ATR Acc
TR SW3 3" o/c 12" 0/C Z '
ANCHOR SCHEDULE a __ __ �
= 1/2" SILL PLATE ANCHOR j 11/2 S 1/2 1/z S 1/z II I I \ 1 a I ��/ . a \ra ° . _ 1. EXTERIOR STUCCO FINISH REQUIRES z
S I IATR ATR ATR A'@ ii II I I \a�/. t- a -I a a SHEATHING TO BE APPLIED WITH [�
1 I � ° 4 1► 1 I I 1 ° THE LONG DIMENSION Lw 10-
PRIOR TO REMOVING WALL, o ° \\° ° II. Ila 4 ° _ -i A PERPENDICULAR TO THE STUDS OR co
= 1/2" ALL-THREAD ROD I I BUILDER IS TO VERIFY THAT a II. I j ° a 4 a WLij
THE USE OF 15/32" SHEATHING.
I F>
A112 TR I THE EXISTING TRUSS �� I ° c S2 Z r>
MATCHES THE TRUSS Ir aI '
I 2. ALL EXTERIOR WALLS NOT LABELED 0 U
SEE DETAILS THIS PAGE. j I PROFILE SHOWN ON THIS a ��� nil I , .a 4 °. o ° °
TO BE CONSIDERED SW6. z
I PAGE TO SINGLE SPAN. ° II I I is R r all ° w
ILu
00
OVERPOUR EXISTING SLAB w/CONC.
SLAB REINFORCED W/EITHER 6x6 1 WINDOW SILL/HEAD �;-
1 -�-, 10/10 WWM OR FIBERMESH ON 6 MIL j I 00
LOW CARBON STEEL NUT 1 ,--,- ��� --, VAPOR BARRIER. I ATTACHMENT 0N0
co
OVER CUT WASHER OVER I I Ij \�� jI OPENING WIDTH ATTACHMENT d'
3x3 x1/8 SLOTTED WASHER. I `______----_
---------- ==--�r - , 1 11 11 1 I 0-7' (4) .131x3"TOENAILS Oa
- ---- UPPERMOST TOP PLATE I , _ /y I I i ii ii i i I ' 7'-11' (6) .1 Z
i
III
31x3" TOENAILS
I I/ \ �/ j j I 11 II ► I I I 11'-16' (2) A34'S < Lu
1/2" A307 STEEL ROD. j It I\,- -T-L-J--' I I I I I I I I z
L------ ---1) I It JI I r', O
1/2"W' TITEN HD I I �� %�� �J II _ __ -_J I �I HEADERS
SET ROD IN 9/16" I 1 �. �-=_
BRUSHED AND w/CUT WASHER i ��`` �l- / ^1 -- -/ Q )„�
BLOWN HOLE. EPDXY ( �, % I I ( ) I 11
1 1 = I I (2)2x6-1/2
�� ��
TO OVERFLOW ONTO 1/2 x6 EMBED i �� ------y t_\-�_____^�„�II I I (— ) I I 11
------- __---_-_ -
_____ 1 # OF PLIES LNUMBER OF KING
SHOE PLATE. EPDXIED ATR w/ 1 r---------------------, �� �r --- I
1/2 A307 STEEL ROD. NUT& CUT WASHER I I p� I► III I/�\ I I III NOMINAL SIZE OF STUDS EACH SIDE
II III 1�_/ , I Iii HEADER (#2 SYP) (RAISED HDR IF
” I I
1 1 o II ' I J I j j11 NUMBER OF JACK LABELED "RSD".
12�OWESTSHOE PLATE II STUDS EACH SIDE
MONO. 11 STEM u W W
11 WALL 1 II I I II o I11 1 1
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III �, II III I ��\\ 1 j ❑ Q
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coI, I COMPONENTS & CLADDING
176„ 17,6„ o ; J
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-------41 ® PRESSURES .—I N J
n
7'0-1/8" 7'0-1/8" �, i____ 1 i I u. ® LJ'
�, �, WINDOW AND DOOR
�__--___— � DESIGN PRESSURES
3x3 L--------� REVISIONS
OPENING
TRIBUTARY AREA N ZE ORI ZONESSR ZONES
' l i SQUARE FEET
I I I I N (-) N (-)
X4 2X
I I ' I III 0-20 24.6 26.7 24.6 33.0
1 I I I 111 � .
.
.
21-50 236 257 236 .
309
12 I I I _
6 I i i i Iii 51-100 22.1 24.2 22.1 28.0
4X7 4X7 i t1 101-200 20.9 22.9 20.9 25.7
I I I I I j 201-500 19.8 21.9 19.8 23.4 DESIGNED BY: SDM
I I I I I I > 500 18.4 20.4 18.4 20.4
DRAWN BY: SDM
---------- 'J
r-- -- CHECKED BY' BAM
5X5
2X4 4X7 4X7 2X4 5X51I I1
�E=T-�3Y
35' 1 I i i 475
JOB NUMBER
I I I J ,e
TRUSS PROFILE
SHEET
S 1
TRUSS VERIFICATION NOTES
• VERIFY THAT ALL WEBBING AND PLATES
SHOWN EXIST. PLATES TO BE ON EACH
PROJECT ENGINEER
SIDE OF TRUSS.
• ALL LUMBER SIZE/GRADE TO BE 2x4#2 `®�OeN�A���M�l�°�>
SYP OR BETTER. ®ee Q`•: \C E NS !,
• CONTACT THIS OFFICE FOR REPAIR
DETAILS IF EXISTING TRUSS DOES NOT is 4010 *r
MATCH PROFILE SHOWN.
FRAMING PLAN TATE .:441A\
'441�
SCALE: 1/4"=1'-0" '!��'`9/0 N A1-
1 1 /26/ 12
I�
I IN G ❑ D WE TRUS'
EXISTING GABLE TRUSS EXISTING GABLE TRUSS
ON REAR. ON REAR & EXISTING
PERPENDICULAR TRUSS I
ON SIDE. � �
I I C I
II � �
�- CV
00
EXISTING HEADER EXISTING HEADER
TO REMAIN TO REMAIN 0
2x4#2 SYP PLATE 2x4#2 SYP PLATE ® 0 1
WALL SHEATHING - ATTACHED TO EXISTING ATTACHED TO EXISTING
PER SCHEDULE HEADER w/ .131x3" HEADER w/ .131x3" L<
NAILS @ 61o/c. NAILS @ 6"
o/c. z
2x6 RAFTERS @ 24" o/
w/ (4) .131x3"TOENAILS
TO HDR. & (1) H2.5 CLIP
TO WALL. 2x4#2 SPF STUDS @ 16" WALL SHEATHING 2x4#2 SPF STUDS @ 16" w 0-
o/c. PER SCHEDULE o/c. SEE B/S2 AT DOOR w CO
OPENINGS &C/S2 AT � �
WALL SHEATHING
2ply 2x8 HEADER WINDOW OPENINGS. -�
PER SCHEDULE0
� U
z
2x4#2 SYP P.T. SHOE 2x4#2 SYP P.T. SHOE CAP EXISTING SLAB TO WU
PLATE — OVERPOUR EXISTING PLATE ATTACHED TO MATCH EXISTING F.F. 00
FOUNDATION FOUNDATION w/ 1/4"0" Cc
L'J
TAPCONS @ 1211 o/c. r
d'
1211 00
MIN. . ------- I o ------------ CV
U)
INTO - Z L_�
GRADE X D
MONOLITHIC FOOTING 12" z
FOR FIREPLACE BUMP 0
OUT w/ (2) #5 CONT.
A WALL SECTION
A2 _ _WALL SECTION _ _ — _ S2 — T — — — — --- —
o Sz SCALE . N .T.S.
SCALE . N .T.S.
u
211 21t . . EXISTING BM. ATTACH SHEATHING TO EXISTING BEAM w/(2) ROWS ❑
I,
OF 6" o/c 8d NAILS. ® ❑
15/8" 8
2 1/2° .. lf . . . . . . . . . . . . I
• 411 � i
uj
r
0
2"� 15/811 = ❑ n/
11/2"
( RSOW F /d
NA (1) ROW OF 10d
@ 6o/c (3) ROWS OF 10d � rrnn•
rn W UJ
STAGGERED, NAILS @ 4 o/c NAILS @ 8" o/c, ATTACH SHEATHING 2ply#2 SPF 2x4 POST @ EA. SIDE uJ
STAGGERED, ENING. ATTACH TOP @ -•� W
WITHIN 3/4" OF STAGGERED AS J
CENTERLINE OF 1/4 OFF PLATE SHOWN, EA PLY. PLATE w/8d NAILS @ BOTTOM w/ (3) .131x3"TOENAILS.
U ❑ 0'
(2) x3
2x4 OF 2x6. 6" o/c. LOCATE 1/4" "TITEN or L z
2x4 2x6 2x$ TAPCON SCREWS WITHIN 6" OF f
KING POST. �( Z
TYPICAL CONNECTION OF ALL STUD COLUMNS,JACK TO KINGQl U J
ASSEMBLIES, CORNER POSTS, ETC. INCLUDING 2ply STUD Q-
MEMBERS. SEE STRUCTURAL FRAMING PLAN FOR NUMBERNN rrnn _I ❑
OF PLIES. FASTEN WALL SHEATHING-TO-POST W/MIN 8d's " Lei. u, Mm r 0rn
U
@ 12" o/c OR GYPSUM-TO-POST W/MIN 5d's @ 4" o/c. IF ❑ W U
MORE THAN 3 PLY's ARE USED, CONNECT EACH OUTER PLY r°- Z
TO SHEATHING AS SPECIFIED. r . ■■ J —
Z
TYP. POST CONNECTION DETAIL B DOOR OPENING DETAIL _ _ _ _ _ _ _ m Q > Q
S2 SCALE : N .T.S.
J NJ � p!
Q a 0 LL
N EXISTING BM. ATTACH SHEATHING TO EXISTING BEAM w/(2) ROWS
OF 6" o/c 8d NAILS.
REVISIONS
r12"
12" -
1211
- i -
ATTACH SHEATHING 2ply#2 SPF 2x4 POST @ EA. SIDE DESIGNED BY: SDMTO KING STUDS &SILL OF OPENING. ATTACH TOP @
2" f " DRAWN BY: SDM PLATE w/8d NAILS @ BOTTOM w/ (3) .131x3 TOENAILS.611 o/c LOCATE (2) 1/4"x31'TITEN or CHECKED BY: BAM21ATTACH SILL TO STUD TAPCON SCREWS WITHIN 6" OF
w/ (4) .131x3"TOENAILS,
KING POST.
EA. END. rl
JOB NUMBER
,I
SOLID SAWN (SYP) HEADERS J 4 4 7 5
f� 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. ,
I CRIPPLE STUDS @ 16"
SCL LUMBER (LSL, LVL, PSL)
o/c BELOW OPENING SHEET
2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8")- (2) ROWS OF 12d NAILS.
2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER)- (3) ROWS OF 12d NAILS. S2
2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. WINDOW OPENING DETAIL
C
I� S2 — — — — — — — — — — ----- — — —
SCALE : N .T.S. FPROCT ENGINEER
TYP. BM/HDR CONNECTIQN DETAIL NOTE: WINDOWS)/DOOR(S)TO BE ATTACHEDTO FRAMING MEMBERS IN
ACCORDANCE W/APPLICABLE MANUFACTURER'S INSTRUCTIONS. A �••..(` se
®y 6 010 y=
e e. y ° • 7 e
e � yyy i
cc.'
® STATE •40:
00 .
F '4 0 R \'Q P•'GN �'.
`�'�uu irer,ee,
1 1 /26/ 12
L
gym,
T4ESE PLANS HAVE BEEN DRAWN UNDER CONTRACT BY
THE HOME OWNER OR BUILDER. THE DESIGNER ASSUMES NO RESPONSIBILITYC;ONTRUC;TI0N TYKE:
FOR ANY SIMILARITIES TO ANY DRAWINGS, RENDERINGS, BLUEPRINTS, � �' ��
ETC. AND, ALL. EFFORTS HAVE BEEN ADE TO INSURE TIIAT THE
�- �� � PLANS MEET ALL C��:C�UI�AI�(;Y CLASS: Group F�---�
DIMENSIONS ARE CORRECT AND THAT THESE L
DESIGN CRITERIA REQUIRED BY THE STATE OF FLORIDA.
THE CONTRACTOR IS RESPONSIBILE FOR VERIFYING THAT ALL THE
INFORMATION IS CORRECT BEFORE CONSTRUCTION BEGINS DESIGN IN ACCORDANCEWITHALL .API�LIOAE�LE
Exist. Q h! Exit. 4 i Eiat. _Q 0 l OCJDE 21 FLOCDA E�tJCLCiIiO COaE iEIDENTCAL
2012 FLORIDA ACC;E IBILITY CODE f BUILDING
......... ............ CONSTRUCTION, 2010 ADA/A( A A F H AF A
1
2009 INTERNATIONAL FUEL CCAS CODE
I � wFLORID SUPPLE1�EI�lTS 00
I
I Fibercilass h ies I 2008 NATIONAL ELECTRIC CODE, NEPA 0
(Existing/Match Existing) 2010 FLORIDA FIRE PREVENTION CODE
I I F( OI I A � ,7Y EFFIC,.;I CY _...
I I CODE fZ RESIDENTIAL BUILDING CONSTRUCTION � �l
__r............... _
I New/Existing �.
V-
.....
.. NOTE: All � t�riOr a11 � ed
Frame Unless Noted Otherwise.
0/1-1 -- PIt. I_..CT ITE; Aft Arrled 1( Are Ce .ees
p PI.t I-IT + ` c,tch Pitch)
Unless Noted t er i e. —
Effl __Lap Kling
( (Existing/ is tch Existing) NOTE
All Existing Dimension Are A Derived CT
ff From Either Field Measurements Or
LO
Distance To ff Distance To
Grade May VaryGrade May Vary Existing Drawings Arid Should Be
—----------
Verified Before Construction Begins.
• m
rd
7-"1
N0TE:. Upgrade A/C As required 4i
EF 7-1 _A(1L E VA . ,
COO
(Existing 16
�. Match Exist.)
Pro
New Rear Wall -
The
all --The Inten led Goal In This Project Is Of Great Room �� LaD Sidi Q
/Match Existing)
O
TO Renovate A Rear Porch Of An Resi nC
a ;�q�
. ,
14
And Convert rt It Into I-�_I Oted Orae. David The New � Trim
(Existing/Match Existing) u 'I .
I_._ =-
.leat d Space Between Th - r Ot Roo And I t ,r v..
._m______ ____ _______ _
� Shown ' � � FI � In � Iv ;Bedroom A Or � It I- I8 P I t IT Exist. co
And Fe — Pour A Concrete : I.O TO Match The Existing La Sidi
I
en 0 (Existing/Match Existing)
arTO AOnOdOtThi � n , GI�� Tem !relFinished IOOr A e s c 11
Glass
Interior Space . Move The Existing Fireplace TO The lewL
Back OII Of The reat OO And Eliminate The Chose. Grad c TO . �_ ._.� . �
Distance TO 4-f
rtcae May Vary r r .�...... . � .. .:_ Gracia May Vary
REAR EL .E VA_ TI-O-N
C\2
L
CD
Exist. 0/1-1 SC L_ R 11 rr -= 1 r��rr
00
exist. t ,N '� I
W co
II
Exist. (�
I
.,� 1
41
I Fiber loss Shingles I em v Epi ink P (� h se t t
(Existing/Match Existing) �, �-- ` .__
I ( Fuer (ass h in glee - I I ._._..�..r.__�.......__.
I (Existing/match Existing) I ....q._�.....r. _ R. .. yv
I I I i Vii. O
(
IEx st
FILE ^60 I
I
I
I in Fascia
.
_W -
_._... ._..._.
—XIS '. Indows
t �l City of Atlantic BeachI
LJ 8 i �! /H ��� � ' Planning and Zoning Department
(-1 a 'Pitch)
Pit t I�I T -� 9 g p
tiT LLU (M t d h IP i t ch) This approval verifies compliance with applicable
I zoning, subdivision and other local land .gel
development regulations, but does not constitute
approval for the issuance of permits. Compliance
( with Florida Building Code and all other applicable
Lap S i d i rl Q _ local, State and Federal permitting requirements
!„ i must be verified by signature of the City of Atlantic I
(Existing/Ma t Ex In } Beach Building Official prior to the issuance of a I
f f i f O Building Permit.
Distance T - - -- — Distance ToA
Grade e T Vary Graeae May Vary
Graproved By:
�� Trim
( Existing/Match Existing) VP 12--I�
J? IGH' T ELE V_A TION_
SCALE, 11411
THESE PLANS HAVE BEEN DRAWN UNDER CONTRACT BY
THE HOME OWNER OR BUILDER, THE DESIGNER ASSUMES NO RESPONSIBILITY LCA
FOR ANY SIMILARITIES 'TO ANY DRAWINGS, RENDERINGS, BLUEPRINTS, CONSTRUCTION TYPE: T\ e 513
ETC, AND, ALL EFFORTS HAVE BEEN MADE TO INSURE THAT THE Zp
Dashed Lines ReDresent The 0
DIMENSIONS ARE CORRECT AND THAT THESE PLANS MEET ALL Area To Ba rLL)v OCCUPANCY CLASS: Croup R-3
DESIGN CRITERIA REQUIRED BY 'ME STATE OF FLORIDA.
'THE CONTRACTOR IS RESPONSIBILE FOR VERIFYING THAT ALL THE
CORRECT BEFORE CONSTRUCTION BEGINS �N IN ACCORDANCE WITH ALL APPLICABLE
INFORMATION IS GO 35 –0 DE Q)
CODES- 2010 FLORIDA BUILDING CODE, RESIDENTIAL
A _10)) -?--Oj-2E1013
—IDA AEI BILITY CODE f/ 1331U11L
DIN
14)-221 20
CONSTRU 'TI 0 Q0
2009 INTERNATIONAL FUEL GAS CODE LO
wZ FLORIDASUPPLEMENTS ,
Exist. (2)3P50SH
�711 1
2008 NATIONAL ELECTRIC CODE., NFI.-DA 70
Exist. 2010 FLORIDA FIRE PREVENTION CODE -co
41) Rea-)- Porch FLORIDA ENERGY EFFICIENCY- co
-0 8' CIg CODE f/ RESIDENTIAL BUILDING CONSTRUCTION
U)
Master6
Bed-room Exist. SCO NOTE: All New/Existing Exterior Walls Are 2x4
9'cicl
7 36
irepIF b Frame Unless Noted Otherwise.
36"
Pr Fab NOTE: All Angled Walls Are 45 Degrees
Fireplace
Unless Noted Otherwise.
Z�l
NOTE: All Existing Dimensions Are As Derived
Cd
Frorn Either Field Measurements Or
Master Existing Drawings And Should Be
Bath
8' CIS Verified Before Construction Begins.
4 Fn
I rd
0q) 0
E_J R o am_ j.
.................... ......... 8' vit
DO
4�
W
X 1 0aI
W -It
Bedroom==J=J�
44
0 0
- I - 1 0
(D F2yer 0
(D f , V1 t
4-4
8, ag 11-Lawnd
8' CI
Kitchen En
AnAtTZILL
8 VI t 82 CICj
C\2
C\2
CIO
City of Atlantic Beach 00
Ec, Planning and Zoning Department
F
This approval verifies compliance with applicable
zoning, subdivision and other local land
A ri development regulations, but does not constitute
approval for the issuance of permits. Compliance Q) 00
with Florida Building Code and all other applicable
local, State and Federal permitting requirements
------------ 0
must be verified by signature of the City of Atlantic
Beach Building Official prior to the issuance of a X4, 0
fur ry.f Building Permit.
M99__ Approved By:
a' cig Co �jr prner �or
Date: =2'
0
9400 12- t7_57
. Nook
W VI t
Lo
k � �'oota(,ye
4
---------- 0
0 EXZ Y T ffWf A TAW#- 1533
1 C;,-A-I?A- CF.- 400
_4
L JVT R_ Y. 43 0
_REAR PORCH: 131
Y-10 TA L 2107
A
_L1:XIS` T. FLOOR-, PLAN
SCALE,, 114 = 1'_0"
011=
11-IESE PLANS HAVE BEEN DRAWN UNDER CONTRACT BY
TI-IE HOME OWNER OR BUILDER. THE DESIGNER ASSUMES NO RESPONSIBILITY If)
FOR ANY SIMILARITIES TO ANY DRAWINGS, RENDERINGS, BLUEPRINTS, CONSTRUCTION TYPE Type 513 k+_
ETC. AND, ALL EFFORTS HAVE BEEN MADE TO INSURE THAT THE ;
yew
ARE CORRECT AND THAT THESE PLANS MEET ALL OCCUPANCY CLASS:. GrOup R-3
DESIGN CRfTERlA REQUIRED BY THE STATE OF FLORIDA.
THE CONTRACTOR IS RESPONSIBILE FOR VERIFYING THAT ALL THE 35 (Exist.)
INFORMATION IS CORRECT BEFORE CONSTRUCTION BEGINS "I DESIGN IN ACCORDANCE WITH ALL APPLICABLE
249_1099 (Now) 51-012 5-2)9 (New) CODES: 2010 FLORIDA BUILDING CODE, RESIDENTIAL CD
„1 79 )p (New) '- 5 —9 P I-01 2 FLORIDA ACCESIBILITY CODE -fZ BUILDtN-G-
-4Z
(New) (New) (New) (New) (New) / (New) 7 CONSTRUCTION, 2010 ALA ZADAAGZFHA/FE3A
(New) (New) 2009 INTERNATIONAL FUEL GAS CODE co
Exist. (2)3P50SH 0 0 '4� WZ FLORIDA SUPPLEMENTS
3 Fr. 3 Fr.1(Fx..j
---------- <
_211 Gas 2008 NATIONAL ELECTRIC CODE NFPA 70 CO
Terrig ed Fireplace Tempered co
Glass W, Glass "Or" 2010 FLORIDA FIRE PREVENTION CODE
EquLy_ Equiv— I
FLORIDA _ENERGY EFFICIENCY
Z
CODE f/ RESIDENTIAL BUILDING CONSTRUCTI
aON
(Exist.) - X
Ms tev 0
Bedroom -(Exht—Rem AD10------------------ - K
9 NOTE- All New/Existing Exterior Walls Are 2x4
Frame Unless Noted Otherwise.
00 0)
19 0 15-23) -') I
10 — .- CD I C_
(Exist.) - (Exist) N OTE: All Angled Walls Are 45 Degrees M Nl--,,
Unless Noted Otherwise.
NOTE: All Existing Dirriensions Are As Derived '*—A
(Exist.) �u;)3 I Cd
aste-r From Either Field Measurements Or
10c) xist.)
Bath Existing Drawings And Should Be
SSI Verified Before Construction Begins. _Y
a
T_ M
(Exist.)
Creat NOTE: Upgrade A/C & Electrical As Required 0 Q�
-B—OOM OH
8' vit _P
U
> 0
0
(Exist.) />
Bedroom
a' ag (zt`"
Ll
wi
lee- Y)
4J
0 T-4-i 'e�.
_0 �Exist.) - 1 0
aqjer 0 1
F---IT-1-1- 8' vit 00
Exist.)
Be�roo2_21' (Exist.)
A2
'S' C"Ig 41
a' Cl g
iExis-L.) (Exist.)
'i" tchen
8' VI't 8, cig
Of
C\2
�AtY Ot Atlantic Beach
Planning and Zoning Department 00
This approval verifies compliance with applicable
0 n u Q) CIO
zoning, subdivision and other local land
velo t rt
� ('{
Planning
regulations, but does not constitute
------------ approval for the issuance of permits. compliance 0
with Florida Building Code and all other applicable
local, State and Federal Permitting requirements
(Exist.) must be verified by signature of the City of Atlantic
F,
Beach Building Official Prior to the issuance of a
g 0 Building Permit.
(Exist.) Approved By: '�G-_vam"' rector ctor
0 L22Le�
Date:
ppk
- 1 -
8, Vit
L0 PVP 12 7
5 7 (D
t
------------ (7ualre Pootacle 0
rN0 NEW HZA TA71)0- 1664 0
C,_11 RA C ff 400 "T
TO TA L: 21070
N-EPLAN -
SCALE,,
THESE PLANS HAVE BEEN DRAWN UNDER CONTRACT BY
THE HOME OWNER OR BUILDER. THE DESIGNER ASSUMES NO RESPONSIBILITY 1��
FOR ANY SIMILARITIES TO ANY DRAWINGS, RENDERINGS, BLUEPRINTS, CONSTRUCTION TYKE; T e 5B
ETC. AND, ALL EFFORTS: HAVE. BEEN MADE TO INSURE THAT T14E
DIMENSIONS ARE CORRECT AND THAT THESE PLANS MEET ALL OCCUPANCY CLASS: GrcuP R-3 B°
DESIGN CRITERIA REQUIRED BY THE STATE OF FLORIDA. F FF
THE CONTRACTOR IS RESPONSIBILE FOR VERIFYING THAT ALL TETE jam,,.)' —0 (Exist.)
INFORMATION IS CORRECT BEFORE CONSTRUCTION BEGINS DESIGN IN ACCORDANCE WITH ALL APPLICABLE � t
24 _10FF _._ F_ F F_2,k COBE,. 2010 FLO IDA BUILDING CODE ESfDENTIAL
12 (Exist.)
(Neta) (News) (New) 2012 FLORIDA ACCE IBILITY CODE f BUILDING
Fiberglass � CONSTRUCTION 201O ADA 4nAAC
Ai t. shingles 1 CO
(exist.) (New) Lo
2 Oonv» Frame �.� Felt on 112 33 0 S or Equiv _ 2009 INTERNATIONA FUEL CAS CODE
_ Hurricane 1 lip ea Trus — — ___ _ __ -_ __ ___ ___ _ -_-----=--_- _ vV FLORIDA '_SUPPLEMENIT
Rafters @ 24 oc _ — _
33
Or"
4 Pre--- Fa . � °~��..�. _ .. _® ...r ...� �,,�'.� �. � a - ...:,�
Eit»
-- _ Gas 2008 NATIONAL ELECTRIC CODE NFF'A 0
Engineered Tr(,JF FasciaI Iii I Fireplaceco
' I I I �, � co
f____--___-_-1 I I 2010 FLORIDA FIRE PREVENTION' CODE
�w
l la rdfe Board Optional)a l i 01 Eteu 0`-0" 4' Concrete Stab Reinforced w l
p ) I I Iii 6x6 10/10 W.W.M. or I I I X FLORIDA ENERGY EFFICIENCY
Fiber Mete on r ite Vapor CGDE RESIDENTIAL BUILDING CONSTRUCTION
; ry
(Match E�I��» F»F»� Bonier Over Termite Treated, I �..
!I Clean, Compacted Fill. I "
Obl Tap �m :. z P T 1x2 1 1
I L______ ____®________ Eta @tet .II}- ..-______®___-1 _ B
Plate ~� Eaves Drip I I -� NOTE. All New/Existing Exterior walls Are 2x4
L________________________________________________ -
33 Level Return I I � I Frame Unless Noted Otherwise,
1/Z Drywall lat _ry (Exist.) I I I I
See Attached Exist.) I NOTE-. All Angle! walls Are 45 Degrees
Engineering I Unless Note:! Otherwise.
1 x4 Frieze B 0
(Optional) II I II NOTE: All Existing Dimensions Are A Derived I
II - - From Either Field Measurements Or
3 IIB I t -�- I I
Pit Ht V , = _, a - ~ I Existing Drawings And haul Be
-------
(Exist.)
Hardie lap Siding I _I___-__�� i ii I ,r° I
�_.__.___� �o III Verified Before Construction Begins.
2 4 (Exist.) I I ��� fT�ti /�.:., ISL-------------- f I
'7
Studs T vek "Or" E ufv. I r.�, B _ ,� - � � El D -d
l 6 o c I I I '''`. i i I
r 33 33 31 ; �r� w I IMS A �/� III I I a
__
1/ 0 S Or Equiv I I .___-_-__ __�_�W___�il � i ---------__-_' i
I - ._______________________-- ° I Br -_ _ Existing F. I I
T -
Note B � -
. See Attached I I � i I r
R— 1 1 Insulation Engineering I I rr__- I ICNI
t � - tt ~r�tc 0
(Min) Exact Structural Specifications,
_ Ei . 0f-0" P. T. _2x4 Sole
Plate 0 I1II 1III
I
.�._..
I III
�
' t,! r
�
o
Exist./Match Exist. I
(E-xist.lMatch Eist. s , I I
n LU
4330onc Slab Wall Footer
Fm Sill SeaCompacted Fill ------------
T--------__ �See Attached l
Distance may vary
I
I Bllf
To be determined __._Eine »
@ jabite (Fill All Cells)
A / Ii I I
xi; t./Match Exist.)
I I I L------ a II i i I I C 3
See Attached0y
�� 1
i�F_ li I C\2
Engineering --_--� , IIS-__ II I C\2
co
co
III I
Wall Section
00
3 3 d A
Scale: 3/43 - 1 0
I I s r I
I _ --' LO
I
40
Hardie ,. Lap Siding i
2x4 33 33 EI I I
yve(� Or ciuiv» I I I I
33 City of Atlantic Beach
T
Studs 1 o l � � Planning and Zoning Department
112 33 1J f 1 J C B "Or"
(i✓""g r" Eq u i v I I I I � This approval verifies compliance with applicable
zoning, subdivision and other local land
development regulations, but does not constitute
I I I I p approval for the Issuance of permits. Compliance wJ 1
with Florida Building Code and all other applicable
I I I I local, State and Federal permitting requirements
" must be verified by signature of the City of Atlantic
f t� t�
FoamSill Sea/ Beach Building Official prior to the issuance of a
E(ev T-0' I I '� I Building Permit.
P. T. 2x4 Sole Plate . Approved By: G q
i �
Date:
See Attached ` I I r---
Fnaineerina I , gApp12 ! 5`7
4 ' Conic sab Ell
l
Compacted Fill --- -- 'Grade �.v ..._�
Distance may vary 123' Min
To be determined
C 1obite
SeeAttaI ed Engineering
f
r i' 9
Scale: ,x/4 '3- � 3_0 33
SCALES 114' = 1`-O'
WFAT.___ IHF} -R STIV1 LO
RARRIFR -- LAP OVER IOP
."+x4 STUDdF METAL HEAD FLASHING_
VV I IN �
_UVDQD ST-RUCTURAL PARD MFTAI I ATHF ANIS
1l )
aEATHINal
SHEATHING WEATHER-RESISTIBED CiF SFS
VE
BARRIEE UST EX FNDSIDING. _ I�_ I G rte'. I
SHEATI-ZING DOWN dVER FLASHING _ .,� Gar. v,3
WHERE WOOD CONTACTS_ WEATHER- ESISTIVF WOOD STRUCTURAL PANEL
C, OVER WITH ARaIER WOOD STRUCTLJRAI_. PANEL---, _ SHEATHING
WEATHER BARRIER (yyek "Or" Equiv.) M TA FLASHING (26 Go. GaI SHEATHING
I - I TIV
F BARRIER STUCCO BRICK_TIE_ TIIROUCH_ L.L.STUCCQ SEALANT
METAL LATHE_--- SEALANT--"--,, ^r � BRICK VENEER FLASHING C
1l¢" DRLo
IP SCREE[} -° - TREATED ATED I_.l Mi3ER X26 Ga. Gcalv.) ��_-E A INC B C�r�. tgl )
FLA L1lN(G 6 Q � Iv.� co
CONCRETE SLAB USE STAGER -
y :QE12_EDfzE_ Co
(Wnirnurn) ��I 2L1- -DOWN ANCHOR ~- � BARRIER ro AAULK!N E ALANT WITH
Aboma �-, .SCREWS WEATHER-RESISTIVE
DRIP CAP " WOO TR [I TIiRA�I_ pA14E1 Wa p_ HnI.F:. -�°-�,.. � WEATHER- JE`�z".�.aTIVF W9N OW_F A "
GRADE-----.. --TREATFr� LI IPF _ GRAS-��_�� �
-�. RR1FR
co
0 AO
`�, WOOD..SIDING t
(Installed Per ASTM Standard 1063-03) '1_1_)YQQD STRUCTURAL
Stucco Termination 0 Base Stucco Termination 0 Base WEATHER—RESISTIVE SYSTEM FLASHING SECTION CROSS—SECTION 0 WINDOW �~
Of Wood Frame Stucture Igb)O) Of Wood Frame Stucture (Off--Grade) AT AN EXTERIOR DECK cRICK [_E HEA[ �,ND S I . ( Slim)
Scale. ,3f4'_—Y—D" Scale: 3f4�'=]'—Q" Scale: f "= °—t7" Scale: 314`_-1'-0" Scale. J/�&�=1'—D"
0
N T ' NOTEL.,
EINIS_,.,,HED SIDI sG EaY WEATHER-RE;;ISTIVE aEA�L, WINDOW OPENING - -
A` C'OLUNTFR FLASHING BARRIER MUST EXTEND WITH SELF ADHESIVE
DOWN OVER FLASHING WOOD-STRUCTUR61. PA.__NEI _ DRYWALL TAPE AS REQUIRED DRYWALL
(INCLUDE METAL LATH SHEATHING, WOOD STRUCTURAL PANEL_
WF,gTFIFR-RF5I�TIVF-•.,.,,.�„ BY WINDOW MANUFACTURER wf STUCCO FINISH)
BARRIER TWO____ 1.AYERS OF WEATHER
WOOD TRUCTURAI PANEL °° RESISTIVE-BARRIER _
GABLE_FA{.F °° THRQ.LUGH-WCL FLASH(NC - META( L�TF1 ___
LAP SIDING :QR" - °'° �"o� �`" WEEPHOLES� 'STIJCCf7
____;,.�„ ROOF CKIrlf;
ST 1l t CQ_l= ISH __.______ 1-LEAD FLASHING (2 Grp. ;r�lv. �
f 5"x 5" GALV. FLASHING STEEL LINTEL � r
QQN-ONUMS 16 Gra. Caly. SEAL-AN SEALANT---
Nail In Uer 1 Parti RB ICK VENEER BEYOND �
T lNG, S , ,._ sF_.®ALAnIT SILL FLASHING I - I
(� �HFATHING SHEATHING
FLd�SHINC � X r-4
,✓ �..
TWO LAYERS OF-WEATHER.
SLOPED BRICK SIL_I_
f METAL LATHE ----. - �_ __ - `� -- v-- a{
1F.FPHOLFS-
�. �_. STUCCO- WEATHER SRR IFR `'- ATH A 1 'I
112-
THROUGH- 1 FI ASI IlN _L�/QD STRLJC;TIJRAI._ PANNI= {Tyvelt "Or" Equiv.) {Tyvek "or" Equiv.) _I
(INSTALLED BEFORE WINDOW) � MV
D-SIRUCTURAL ,PANE WINDOW WINDOW
F1�A-- I APPLIED BEHIND FLASHING APPLIED OVER
WEATHE -°-- WINDOW FLANGE WINDOW FLANGETI .
- R3 1C�K VENEER SEALANT APP I TW SEALANT APPLIED BEHIND (Use Self-Adhesive Tape)
AlR PA„�E_✓' FLANGE & FLASHING WIN .OW FLANGE AS REQUIRED_
ROOFING BY WINDOW MANUFACTURER
SELF—FLA_SHIRK
ROOF To `d1/AI_-_[___ EL.A SING _ CRO '_::3- FCTI0N 9 WINDOWQRo 5- SE�TIQN 0 WINDOW WINDOW INSTALLATION WINDOW INSTAL ION
Derr endic:ular) I f TYPE 17
A'A 1'Tor) View) View)
Scale: 314"=1'-0" Scale: 3f4"=1°-f3 Scale: Scale, —1'—u scale: 31°_11_61
AOT—E-- M-TELp�
WEATHER- F:;IqTIVE WEATHER-RESISTS
Co
DQWN C)VFrt R-F� HI._ _FOR LAP �1 DOWN OVER FLASHING..- I
AR I�...,FR M���_ TEND � BARRIER MUST F�T�. .---°� � ~��...,: WINDOW TYPE ",4"
(INCLUDE METAL LATH (INCLUDE METAL LATI•I
wl STUCCO FINISH) _R�CaF DECKINC� wf STUCCO FINISH) $, I Self—Flashing)
A V F A HINC I CEMENT SHINGLES
WOQD STRUCTURAL-PANEL its" 11[ F. RQ+I1 D- I -�C}Q FLA HIND; �'I� A a REQUIRED BY WII�IDC��. MANUFACTURER
SHEATHING NTIN l ,� VALLEY FLASHING i Q)
P-SIDING " Nall In Upper 1 j3_RDdio (26 Ga. Galvinized) I 1. IN WATER SHEDDING FASHION
A2 Q -
ATL-ITR STUCCO FINISH I �`-ROOF DECKING T
`°�. I STARTING AT THE BASE OF THE
WALL & WORKING TOWARDS TIME
I TOP, INSTALL THE TYVEK "OR" ±tEA_D FLASHING
-- I EQUIV. TO THE FACE OF THE SHEATHING.
GEMENT SHINGLES
2. APPLY SILL FLASHING
TO FLASHING I
I 3, APPLY JAMB FLASHING
------------ I 4. APPLY BEAD OF SEALANT AROUND
THE PERIMETER OF THE BACK SIDE
s i I (INTERIOR SURFACE) OF WINDOW FLANGE.
` - s . IMMEDIATELY INSTALL WINDOW USING -
- PAN HEAD SCREWS TO FACILITATE INSPECTION. Go
ROOF DECKING CRICKET/SADDLE � � � -.�,
`�. 6. APPLY BEAD OF SEALANT ACROSS
THE FACE OF THE MOUNTING FLANGE AT HEAD.
TYVEK "OR"' TVA.
7. APPLY HEAD FLASHING.
S. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING Uj
ROOF DFCK ND - TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD WCI (,,rt iRAl "
FLASHING. APPLY NEW SHEATHING TAPE PANEL;4 4FATHING
GALV. FL.ASILINCa ROOFING FIC_ OVER DIAGONAL CUTS AT CORNERS. _I
C
CONTINUOUS L'26 Grr_ Gralv.)
�C)
CHIMNFY HI_.RIC ROOF TO WFl-.ASHING FY ELASHIN E.TA....__I_L.__ WINDOW TYPE "B"
Exteriors endiCular SILL FLASHING
Scale: 4
1. IN WATER SHEDDING FASHION
STARTING AT THE BASE OF THE
WALL & WORKING TOWARDS THE
TOP, INSTALL THE TYVEK "OR" F]l
EQUIV. TO THE FACE OF THE SHEATHING.
_ 2. APPLY SILL FLASHING
3. APPLY BEAD OF SEALANT AT BACK OF
WINDOW FLANGE & SET WINDOW USING
PAN HEAD SCREWS TO FACILITATE INSPECTION. I
Designed I n Accordance With The F l o r i d all Building 4. APPLY BEAD OF SEALANT AT SIDE JAMBS
o o� 2010. 5. APPLY EXTEND
M� REQUIRED BY WINDOW MANUFACTURER
6. APPLY BEAD OF SEALANT AT HEAD.
7. APPLY I•IEAD FLASHING. I
8. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING
TYVEK "OR" EQUIV. TO LAY FLAT OVER HEAD
FLASHING. APPLY NEW SHEATHING TAPE
0 FL A OVER DIAGONAL CUT; AT CORNERS,
Note .
- SCALE., ARIES
See Attached Engineering for
Exact Structural Spec/-F/cat/
r%kj:
-WINDOW OPENING DFTAII_-
Scale: 912"1°--0'