1991 Colina Ct 2011 remodel-addition 60u-5rT-ZVG- tc" -SrTT,- MAA,,A6,F-MEAV-r 112-Alj
MAP SHOWING SURVEY OF Sig. !(
LOT 26, SELVA NORTE UNIT ONE, AS RECORDED IN PLAT BOOK 39, PAGES 94, 94A & 94B OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
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o�1v�wAY �AJ
COLI NA COURT
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(85.02-FIELD)
103.01' TO 201h STREET S 00'51'1 4" E 85.00'
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NOTES —
Thl/S IS SURVEY TO SHOW BOUNDARY. I U
t° I
NO BUILDING RESTRICTION LINES AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF
BEARINGS ARE BASED ON THE EAST BOUNDARY LINE CHARLES & KAREN FRITTS, COUNTRYWIDE HOME
OF LOT 26, AS BEING S 00"51'14" E. o o LOAN CORP., STEWART TITLE GUARANTY CO.,
I BARTLETT & DEAL, P.A.; AND IS IN COMPLIANCE '
WITH THE MINIMUM TECHNICAL STANDARDS SET
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FORTH IN CHAPTER 61 G17-6 OF THE FLORIDA
FLOOD ZONE 'Y' AS WELL AS CAN BE DETERMINED I ADMINISTRATIVE CODE.
FROM THE FLOOD INSURANCE RATE MAP
COMMUNITY-PANEL NUMBER 120075-0001 D, REVISED
APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH,
DUVAL COUNTY, FLORIDA.
UNLESS IT BEARS THE SIGNATURE AND 6M .pl
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER, THIS DOI�N W. .B ATWRlGHT.
MAP IS FOR INFORMATIONAL PURPOSES FLA. LIC. SURVEYOR ANR No. 3295
ONLY AND IS NOT VALID. FLA. LIC. SURVEYING'AND MAPPING BUSINESS No. 3672
SCALE: 1"=20'— Ill
�=20' .
BOATWRIGHT LAND SURVEYORS, INC. DATE:
DRAWN BY: LGH MARCH 14. 20'01 .
I FILE: 2001-159.�II 1711 SOUTH 5th STREET, JACKSONVILLE,BEACH, FLORIDA 241-8550 III SHEET 1 OF 1 II
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FRITTS RESIDENCE Architectural and Interior Design
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1992 COLINA COURT
A2 FLOOR PLAN
ATLANTIC BEACH, FLORIDA 32233 A3 EXTERIOR ELEVATIONS Julianne N. Overby,, R.A.
DUVAL COUNTY A4 EXTERIOR ELEVATIONS 2452 Pullian Street
N 02'39155" W 85.04' A5 ELECTRICAL LAYOUT PLAN Jacksonville Beach, i'lorida 32250
SO STRUCTURAL NOTES 904-704-8628
S1 FOUNDATION & SLAB PLAN Email: jnoverby@ciomcast.net
S2 ROOF FRAMING PLAN FL. AR-0017060 • I'L. ID-4621
S3 SECTIONS & DETAILS
S4 SECTIONS & DETAILS '
S5 CONNECTION DETAILS s�
DRAINAGE EASEMENT .�. BUILDING CODS SUMMARY
CODE ENFORCEMENT JURISDIQTION: DUVAL COUNTY, CITY OF ATLANTIC BEACH Q
ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS
o OF CHAPTER 656, ZONING CODF€ FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM
NEW 4'ORNAMENTAL META F BUILDING HEIGHT OF THIRTY FIVE FEET (35'-0").
ZONING CLASSIFICATION: RG ^ �j
WIND ZONE: 120 MPH (WIND-BOFRNE DEBRIS)NEW
O r r1
POOL LAYOUTrFLORIDA BUILDING CODE - RES11DENTIAL: 2007 EDITION (W/ 2009 AMENDMENTS)
a FLORIDA BUILDING CODE - PLUMBING: 2007 EDITION (W/ 2009 AMENDMENTS) H
j NEW
COVERED FLORIDA BUILDING CODE - MECJHANICAL: 2007 EDITION (W/ 2009 AMENDMENTS)
O LANAI I FLORIDA BUILDING CODE - FUEL GAS - 2007 EDITION (W/ 2009 AMENDMENTS)
a NATIONAL ELECTRICAL CODE: X008 EDITION F--I
FLORIDA FIRE PREVENTION COIbE: 2007 EDITION
a
OCCUPANCY CLASSIFICATION: FRESIDENTIAL (GROUP R-2)
CONSTRUCTION TYPE: TYPE V-% (WOOD FRAME) O
SPRINKLED: NO E--i
C14 _T FIRE DISTRICT- NO
WORK AREA-
NEW C
` , �_ � � �� vy � �, 'v v N EXISTING A/C: 2,563 SQ. �T.
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10 o N GARAGE: 416 SQ.. FT. HOUSE & POOL DECK 5,078 SQ. FT.
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ENTRY / PORC : 62 SQ.. [FT. NEW DRIVEWAY: 914 SQ. FT. ('T
w REAR LANAI: 316 SQ.. IFT. TOTAL IMPERVIOUS: 5,992 SQ. FT.
C-0 POOL STORAGE: 41 SQ. FT OVtALL LOT : 12,874 SQ. FT.
° - TOTAL UNDER ROOF: 3,724 PER 6.5%
\\ SQ- FT PERCENTAGE IMPERVIOUS: 4
0
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904-704-8628
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Email: jnovetiby@comcast.net
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DESIGN CRITERIA GENERAL STRUCTURAL NOTES WOOD FRAMING NOTA
Julianne No
DESIGN PER FLORIDA RESIDENTIAL BUILDING CODE, 2007 1. THE%t NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS 1. ALL WOOD FRAMING SHALL BE USED AT 19% MAXIMUM MOISTURE STANDARD FASTENING SCHEDULE
1. DEAD LOADS FOR SPECIFICATIONS. CONTENT AND SHALL MEET THE FOL4LOWING MANIMUM REQUIREMENTS 1. JOIST TO SILL OR GIRDER; TOENAIL 3-8d
ROOF ----------- 15 PSF (RAFTERS)/ 10 PSF (CEILING JOISTS) 2. STRI1jCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC (ALLOWABLE STRESSES ARE UNFACTtORED AND ARE BASED ON THE
CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN DESIGN SPECIFICATION (NOS) PUBLISHED BY THE NATIONAL 2. BRIDGING TO JOIST TOENAIL EACH END 2-8d Overby, RA
2. LIVE LOADS ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC NATIONAL ( 3. 1"x6" SUBFLOOR OR LESS TO EACH JOIST; FACE NAIL 2-8d
ROOF ----- -------__--___ �____- _---_-_-_ ------ 20 PSF REQQJIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. FOREST PRODUCTS ASSOCIATION): 4. WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST; FACE NAIL 3-8d Architectural and Interior Design
4. WIND LOADS (ASCE 7-05) 3. SUBIMIT SHOP DRAWINGS ON ALL MATERIALS FOR APPROV& BEFORE 5. 2" SUBFLOOR TO JOIST OR GIRDER; BLIND AND FACE NAIL 2-16d
BASIC WIND SPEED •------ 120 MPH FABRICATION. CONTRACTOR SHALL REVIEW APPROVE AND SIGN EACH
--• C SHEET PRIOR TO SUBMISSION. � 6. SOLE PLATE TO JOIST OR BLOCKING; TYPICAL FACE NAIL 16d®16"O.C.
WIND IMPORTANCE FACTOR (CATEGORY 11 ) ------------------------- -- TERIAL / ALLOWABLE STRESSES
WIND EXPOSURE FACTOR -------------- ____._____ __ __ _________.-_-____--__. 1.0 4• THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND MEMBER ` SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL Julianne N. Overby, R.A.
INTERNAL PRESSURE COEFFlCIENT *(ENCLOSED)* ------ --------- +.18, -.18 ONLY y IN ITS COMPLETED FORM. THE CONTRACTOR SHALL TEMPORARILY
2x BEAMS, HEADERS, JOISTS, SILL N0. 2 S.P. PANEL; BRACED WALL PANELS %3-16d PER 16° 2452 Pullian Stmt
COMPONENTS AND CLADDING: BSE ALL EARTH, FORMS, CONCRETE, STEEL, AND WOOD TO RESIST
WALLS -- ____-___. SEE CHARTS & DIAGRAM BELOW G��TY, EARTH, WIND, SEISMIC, AND CONSTRUCTION LOADS DURING PLATES, STUDS, POST COLUMNS 7. TOP PLATE TO STUD; END NAIL 2-16d
COMTRUCTION. 8. STUD TO SOLE PLATE 4-8d TOENAIL OR -16d END NAIL Jacksonville Beath, Florida 32250
WINDOWS •--° ALL EXTERIOR EXPOSED CANOPY SELECT STRUCTURAL WESTERN CEDAR
* IMPACT PROTECTION OF GLAZING IS PROVIDED* 5• WHEit2E A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR AS FRAMING MEMBERS F6b=1,000 PSI, Fv=1555 PSI, Ft=600 9. DOUBLE STUDS; FACE NAIL 16d�24"O.C. 904-704-8628
NOTED IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE p�Sl, Fc=1,000 PSI, E=1,100.000 PSI 10. DOUBLE TOP PLATES; TYPICAL FACE NAIL 16d®16"O.C. Email: jnoverby'�@comcast.net
OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE DOUBLE TOP PLATES; LAP SPLICE 8-16d
D ® ® 6. CONTrRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEARING PLATES, LEDGERS, TOP NO. 2 S.P. FL. AR-0017060 ' FL. ID-4621
OF (EXISTING STRUCTURE AND SITE THAT ARE AFFECTED BY NEW WORK 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE; TOENQL_ 3-8d
BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. PLATES 12. RIM JOIST TO TOP PLATE; TOENAIL 8dO6"O.C.
0 ® 7. ALL `STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, 13. TOP PLATES, LAPS AND INTERSECTIONS; FACE NAIL 2-16d
ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH
EQUIFpMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK 14. CONTINUOUS HEADER, TWO PIECES; ALONG EDGE 16" O.0
® v Q3 ® ® 8. ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS 2. S.P. SILL PLATES AND OTHER 15. CEILING JOISTS TO PLATE; TOENAIL 3-8d
S.P.WEMBERS EXPOSED TO WEATHER OR IN
FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL CONTACT WITH CONCRETE OR MASOlN�' SHALL BE PRESSURE TREATED 16. CONTINUOUS HEADER TO STUD; TOENAIL 416 d F--�
DRAWINGS. - FOR MOISTURE RESISTANCE. 17. CEILING JOISTS, LAPS OVER PARTITIONS; FACE NAIL 3-16d
7 18. CEILING JOISTS TO PARALLEL RAFTERS; FACE NAIL 3-16d
9. FINISHED FLOOR REFERENCE ELEVATION 100'-0" SHOWN ON FOUNDATION
a 19. RAFTER TO PLATE; TOENAIL 3-8d
WALL ZONES ROOF ZONES & SJLAB PLAN S1 SHALL BE COORDINATED WITH ACTUAL EXIST. DATUM O
ELEVATION PRIOR TO BEGINNING CONSTRUCTION. ROOF FRAMING: 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE; FACE NAIL 2-8d
10. DIMENSIONS SHOWN ON STRUCTURAL PLANS, SECTION, AND DETAILS TAKE SHALL NOT EXCEED ONE FOURTH OF 21. 1"x8" SHEATHING TO EACH BEARING WALL; FACE NAIL 2-8d ►--�
CEDENT OVER SCALE.
PRE1. NOTCHES ON THE ENDS OF JOIST9
a. EDGE ZONE (a) IS DISTANCE FROM CORNERS OF BUILDINGS AND IS THE JOIST DEPTH. HOLES BORED IIN JOISTS SHALL NOT BE WITHIN 2 22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING WALL; FACE INAIL 3-8d
SHOWN ON DIAGRAM ABOVE. CONCRETE NOTES INCHES OF THE TOP OR BOTTOM 0 THE JOIST, AND THE DIAMETER OF 23. BUILT-UP CORNER STUDS 24" O.C.
b. POSITIVE AND NEGATIVE SIGNS SIGNIFY PRESSURES ACTING TOWARDS ANY HOLE SHALL NOT EXCEED ONE€ THIRD OF THE DEPTH OF THE JOIST. 24. BUILT UP GIRDER AND BEAMS; FACE NAIL 20d2"O.C. TOP AND
AND AWAY FROM THE BUILDINGS SURFACES, RESPECTIVELY. NOTCHES IN THE TOP OR BOTTOM (OF JOISTS SHALL NOT EXCEED ONE T1 r 1
c. FOR EFFECTIVE AREAS BETWEEN VALUES GIVEN, INTERPOLATION MAY 1. ALL CONCRETE SHALL BE LABORATORY DESIGNED AND CONTROLLED AND SIXTH OF THE DEPTH AND SHALL MOT BE LOCATED IN THE MIDDLE BOTT01� STAGGERED ON
SHRILL MEET THE REQUIREMENTS OF THE LATEST EDITION OF "BUILDING THIRD OF THE SPAN. THE GENER*L CONTRACTOR SHALL COORDINATE OPPOSIRE SIDES, 2-20d
BE USED OTHERWISE USE THE LOWER EFFECTIVE AREA. CODE REQUIREMENTS FO REINFORCED CONCRETE" ACI 318 . SAND AND
( ) THESE GUIDELINES WITH ALL TRAD[fS• AT ENDS AND AT EACH
COMPONENTS + CLADDWG WIND PRESSURES COUJRSE AGGREGATES SHALL MEET THE REQUIREMENTS OFASTM C-33 2. BEAMS COMPRISED OF TWO OR MORE MEMBERS SHALL BE GLUED AND SPLICE w
OR rC-330. PORTLAND CEMENT SHALL BE TYPE I OR TYPE II AND NAILED TOGETHER WITH A MINIMUMI OF TWO (2) ROWS OF 16d NAILS AT
FOR WINDOW$ AND WALLS (PSF) SHRILL MEET THE REQUIREMENTS OF ASTM C-150. IN ADDITION, 12" O.C. BEAMS COMPRISED OF 1TjHREE OR MORE MEMBERS 25. 2" PLANKS; O EACH BEARING 2-16d
" CONCRETE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SUPPORTING LOAD THRUOGH SIDE MANGERS SHALL BE NAILED PER 26. COLLAR TIE TO RAFTER; FACE NAIL 3-10dIL 1
a = 6 -0 DESIGN STRENTH (28 DAY) ---- -------- 3000 PSI ABOVE WITH ADDITIONAL Y2" DIAMEICLER THRU BOLTS AT 18" O.C. 27. JACK RAFTER TO HIP 3-10d TOENAIL OR 72-16d FACE NAIL U
ZONE EFFECTIVE WIND AREA (S.F.) MAXIMUM AGGREGATE SIZE --------------------- 3/4-INCH STAGGERED TOP AND BOTTOM. SHOWN ON 28. ROOF RAFTER TO 2x RIDGE BEAM 2-16d TOENAIL OR -16d FACE NAIL I '�
HIGH RANGE WATER REDUCER •----------------- N/A 3. SPLICING OF MEMBERS SHALL NOlf BE PERMITTED UNLESS29. JOIST TO BAND JOIST; FACE NAIL 3-16d
<10 50 100 200 >500 AIR ENTRAINMENT ------------ 6% THE PLANS OR VERIFIED IN WRITIW BY THE ENGINEER.
SLUMP ----------------------------------------4_6 INCHES 4. INSTALL MEMBERS TRUE, PLUMB A#D LEVEL AND PROVIDE ADEQUATE 30. LEDGER STRIP; FACE NAIL 3-16d
EDGE ZONES (-) -45 -39 -34 -32 -28 2. CONICRETE PROPORTIONS SHALL BE ESTABLISHED FROM CONCRETE TEMPORARY BRACING AND SHORING UNTIL FINAL CONNECTIONS ARE 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD:b
-36 -34 -31 -29 -28 COMPRESSIVE STRENGTH TEST RECORDS FROM THE FACILITY THAT WILL MADE. SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING):
INTERIOR ZONE (-) SUPbPLY CONCRETE FOR THIS PROJECT. TEST RECORDS SHALL, MEET 5. DURING CONSTRUCTION, STOCK PIL4ES OF SHEATHING STORED ON THEY2" AND LESS 6d `'k
ALL ZONES (+) 34 31 28 27 25 THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND THE ROOF SHALL NOT EXCEED 16 SHEDS (12 INCHES).
SPIBCIFICATIONS AND SHALL BE REFLECTIVE OF THE PERIOD OF THE 12" TO " 8dd OR 6d8
WOOD TRUSSES SHALL BE DESIGNED FOR GROSS PRESSURES SHOWN BELOW. YEAR DURING WHICH THE CONCRETE IS TO BE PLACED. �" TO 1" 8d` �
3. MIX DESIGNS FOR EACH TYPE OF CONCRETE SPECIFIED SHALL BE 1}6" TO lY" 10d° OR 8cr
GROSS LFLFT SUBMITTED FOR APPROVAL. ADMIXTURES, CURING COMPOUNDS AND
WIND ROOF SHEATHING: � SINGLE FLOOR COMBINATION OF SUBFLOOR UNDERLAYMENT TO FRAMING):
HAftENERS WHICH ARE INTENDED FOR USE ARE TO BE SUBMITTED FOR T
PRESSURES FOR ROOF (PSF) APF?ROVAL. 1. ROOF SHEATHING SHALL BE 19/322 (NOMINAL) APA RATED -" AND LESS 6d a r-I
ZONE EFFECTIVE WIND AREA (S.F.) 4• FLY' ASH SHALL COMPRISE NOT MORE THAN 20% OF THE TOTAL WEIGHT PLYWOOD SHEATHING. NAILING SHALLL BE AS FOLLOWS: 3fi" TO 1"
OF (CEMENTITIOUS MATERIAL IN THE MIX.
<10 50 100 200 >500 TYPICAL:UNBLOCKED W/10d NAILS 0 6" O.C. AT ALL EDGE 1)6'* TO lY4" 10d° OR 8de
- SUPPORTS & 1Od NAILS AT 12" O.C. AT ALL INTERMEDIATE 32. PANEL SIDING TO FRAMING):
TES " 6d'
O -33 -32 31 -31 31 REINFORCING STEEL NOTES SUPPORTS. � O
-56 -42 -36 -36 -36 1. ALL CONCRETE REINFOREMENT SHALL BE NEW BILLET STEEL CONFORMING 2. STRUCTURAL DECKING SHALL BE WOMINAL 2x6 TONGUE AND GROOVE " 8d
O -84 -53 -36 -36 -36 TO :ASTM A615, GRADE 60. WESTERN CEDAR, INSTALLED IN 3 §PAN CONTINUOUS RANDOM
2. ALL REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS (2'-0" PATTERN. 33. INTERIOR PANELING
ALL ZONES MINIMUM AT SPLICES UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 4 �'
+ ACTS DOWNWARD 14 12 11 11 11 DEVIATIONS IN SPLICE LOCATIONS AND LENGTHS ARE N01' ALLOWED =
•
6di
UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. WALL FRAMING:GROSS ~
S 3. WEILDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL LAPS IN
UPL�T WIND PRESSURES WELDED WIRE FABRIC SHALL BE ONE MESH PLUS 2 INCHES.
CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE DETAILED AND 1• PROVIDE AN EQUAL NUMBER OF $x STUDS EACH END OF BUILT-UP
FOR ROOF OVERHANG (PSF) 4. COO
FABRICATED IN ACCORDANCE WITH ACI 315 AND ACE 318. BEAMS AS THE NUMBER MEMBERS IN THE
BEAM. PROVIDE AN
AREA (S.F.) 5. MI RETE COVER FOR REINFORCEMENT SHALL BE AS NOTED EQUAL NUMBER OF 2x STUDS AT [EACH END OF MULTIPLE-PLY FLOOR a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT( WHERE
ZONE EFFECTIVE WIND AR • U
MINIMUM CONCRETE OR ROOF TRUSSES. BUILT-UP STUD COLUMNS SHALL BE CONTINUOUS OTHERWISE STATED. REFER TO GOVERNING BUILDING CODE FOR #,LLOWABLE STAPLE
<10 50 100 200 >500 BELOW. REFER TO ACI 318 SECTION 7.7 FOR CONDIT1014S NOT NOTED: THROUGH EACH FLOOR SYSTEM T® THE FOUNDATION AND SHALL BE FASTENING ALTERNATIVES. N
SLABS ON GRADE -------- -------------- CENTERED NAILED TOGETHER WITH PER 14/0 O.C. FOR THE FULL STUD b. NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT INTERMEDI(ATE SUPPORTS EXCEPT "
O -48 -48 -48 _48 _48 FORMED SIDES -------------- - 2 INCHES HEIGHT.
EARTH FORMED SIDES & BOTTOM ------------------3 INCHES 2. DOUBLE PLATES SHALL LAP A MIMIMUM OF FOUR (4) FEET. SPLICES AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL
O3 -81 -63 -55 -55 -55 6. ALL REINFORCING SHALL BE HELD SECURELY IN POSIT1014 WITH SHALL OCCUR AT CENTER OF SUIF'ORTING STUD. PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, [REFER TO SHEARWALL
STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF 3. REFERENCE SHEATHING NOTES AN@ ARCHITECTURAL DRAWINGS FOR NOTES. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE (COMMON, BOX OR
STANDARD PRACTICE AND ACI 531 DURING THE PLACING OF CONCRETE. SHEATHING TYPE AND NAILING REOUIREMENTS.
7. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK4. INSTALL CORNER BRACING IN ACCORDANCE WITH BUILDING CODE CASING.
UNLESS OTHERWISE NOTED. REQUIREMENTS AT OR ADJACENT 1V EVERY EXTERIOR CORNER. c. COMMON OR DEFORMED SHANK.
6. GEOTECHNICAL RECOMMENDATIONS 8. AT ALL CONTINUOUS FOOTING CORNERS AND VERTICAL OFFSETS, PROVIDE 5. BORED HOLES IN 2x4 STUDS SHALL NOT EXCEED 1%" FOR d. COMMON. DATE ISSUED: A P'R I E 20, 2 011
RING CAPACITY -------- . 2,000 PSF CORNER BARS TOP AND BOTTOM TO MATCH HORIZONTAL REINFORCING. LOAD-BEARING WALLS AND 2�" FOR NON-LOAD-BEARING WALLS. e. DEFORMED SHANK.
A.) ASSUMED ALLOWABLE BEA
B.) SITE PREPARATION EXII'END 3'-0" EACH WAY. BORED HOLES IN 2x6 STUDS SHAALL NOT EXCEED 216" FOR f. CORROSION-RESISTANT SIDING OR CASING NAIL.
j�/
1.) REMOVE EXISTING SOIL/PAVEMENT AS REQUIRED LOAD-BEARING WALLS AND ..y4" FOR NON-LOAD-BEARING WALLS. IN NO 9• FASTENERS SPACED 3" O.C. AT EXTERIOR EDGES AND 6" 0.(,j", AT INTERMEDIATE NOTE:
2.) COMPACT EXISTING SOIL TO A DENSITY EQUIVALENT OF 95% OF THE MASONRY NOTES CASE SHALL THE BORED HOLE BEE NEARER THAN %" OF THE EDGE OF SUPPORTS.
MODIFIED PROCTOR MAXIMUM DRY DENSITY OBTAINED TO A DEPTH OF DO NOT' SCALE DRAWINGS.
AT LEAST 12" BELOW THE COMPACTED SURFACE. 1. SIGN & CONSTRUCTION SHALL CONFORM TO "BUILDING CODE 6. COLUMNS COMPRISED OF TWO OW MORE MEMBERS SHALL BE GLUED h. CORROSION-RESISTANT ROOFING NAILS WITH Vis" DIAMETER H(�p AND 1l�" LENGTH
EFTS NOT EXCEEDING 12530-05/ASCE AND NAILED TOGETHER PER BUILlT UP COLUMN DETAIL 14/S3 FOR X" SHEATHING AND 1-Y4" LENGTH FOR 2%2" SHEATHING. I F PRINTED 0 N 11 "X17"
3.) ADD STRUCTURAL FILL AS REQUIRED IN L REQUIREMENTS FOR MASONRY STRUCTURES (ACI
INCHES. EACH LIFT SHOULD BE COMPACTED TO DENSITY EQUIVALENT 5=05/TMS 402-05) & SPECIFICATION FOR MASONRY STRUCTURES (ACI i. CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" 9�►T INTERMEDIATE MEDIA, DRAW
OFOF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY 530.1 R-05/ASCE6-05/TMS 602-05) WALL SHEATHING: SUPPORTS. IS HALF-SIZED.
C.) SHALLOW FOUNDATION PREPARATION TYP. EXTERIOR WALLS: WALL SHEATHING SHALL BE 15/32-(NOMINAL) APA 1 PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED %w ON PANEL EDGES, 2"
2. CONCRETE MASONRY TO MEET FOLLOWING REQUIREMENTS: AT INTERMEDIATE SUPPORTS.
1.) UPPER 12 INCHES OF SANDY BEARING SOILS IN THE FOOTING A. f'm --------------------------______-._._-_-___.1,500 PSI PLYWOOD SHEATHING. NAIL W/ 161d GALV. NAILS ® 12" O.C. AT
EXCAVATION BOTTOMS SHOULD BE COMPACTED TO ADENSITY EQUIVALENT B. CONCRETE MASONRY UNITS TO CONFORM TO ASTM C 55 OR INTERMEDIATE SUPPORTS & AT 60" O.C. AT PANEL EDGES k. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM REQUIRED FOR
OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY STRUCTURAL PANELS.
ASTM C90 AND TESTED IN ACCORDANCE WITH ASTM C140
C. THICKNESS OF BED JOINTS DO NOT EXCEED 5/8" CONNECTORS:
D. GROUT TO CONFORM TO ASTM C476 1STAPLES BOLTS, HUTS. WASHERS, ETC. SHALL BE
E. GROUT COMPRESSIVE STRENGTH 2,000 PSI . NAILS, SPIKES, ,
GALVANIZED FOR EXTERIOR OR TWATED WOOD LOCATIONS; PLAIN
3. PIROVIDE 8 GAGE HOT DIPPED GALVANIZED LADDER TYPE JOINT FINISHED FOR INTERIOR LOCATIONG• STRUCTURAL
.. 2. FRAMING CONNECTORS SHALL BE [USP OR APPROVED EQUAL AND SHALL
REINFORCING ® 16 O.C. ---- BE APPROVED BY THE GOVERNING BUILDING CODE FOR THE APPLICATION
INDICATED. NOTES
4. AILL CELLS BELOW GROUND FLOOR FINISH ELEVATION SHALL BE FILLED 3. CONNECTORS SHALL BE INSTALLED WITH QUANTITY AND SIZE OF
SOLID W/GROUT FASTENERS IN ACCORDANCE WITHI -THE MANUFACTURERS REQUIREMENTS.
4. SOLE PLATES AT THE BUILDING jf%TERIORS SHALL BE FASTENED TO THE .
FOUNDATIONS W/ %"0 ANCHOR BV(LTS AT 4'-0" O.C. (2 BOLTS MIN.
PER SOLE). EMBED ANCHORS A 101IINIMUM OF 12". (TYP. U.N.O.)
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OPENINGS < 5'-0" (2) OPENING
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II 6�6 OPENINGS > 5'-0": U.N.O. (ATTACH TO JAMB STUDS
NOTE 1
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} W/ 10 MIL (MIN.) POLYETHYLENE VAPOR BARRIER. T/S"B EL. = MATCH EXIST.
- - - - -
- -
-- - - - 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS
3.) TYPICAL TOP OF FOOTINGS, MATCH EXIST.
I 4.) SEE SHEET SO FOR GENERAL NOTES.
Is
5.) ®DENOTES TYPICAL WOOD BEARING WALLS Wi/2x6 STUDS AT
I �
24 O.C. U.N.O.
j 6.) SEE 2/Sl FOR TYPICAL STUD WALL ELEVATION.
.j 7.) SEE 13/S3 FOR TYPICAL HEADER DETAILS D A TLS ISSUED.- APRIL 20
11 8.) SEE 15/S3 FOR JAMB SIZES AND DETAILS _
9.) ®DENOTES MASONRY RETAINING WALL SEE StCTION 9/S3 N O'TE:
_ _ 10.) PROVIDE REINFORCEMENT PER 12/S3 ® ALL MASONRI, WALL CORNERS
11.) C.C.J. DENOTES CRACK CONTROL JOINT. SEE 1/S3 1 DO N 0 T SCALE D R
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00 Jacksonville ]Beach, Florida 3225
M 904-704-862
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'SIM. FL. AR-00177060 FL. ID-4621
SLOPED/SKE D 3X8 M M o 3X8 I CHIMNEY OPENINGy, COORD. W/ ARCH.
DIMENSIONS. PROVADE ADDITIONAL (2)-2X8
BLOCKING W/ USfP JUS28-2 HANGERS TO
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CEILING JOIST TO TRUSS: 6 3X8 3X8 S4 TYP•p
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ROOF PLAN
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24 O.C.
2X I 0 JOISTS C� �S2SCALE: x/16" = V-0".
2X4 CONT. BRACING ON h NOTES:
D1 1. DETERh111NE & VERIFY EXIST. DIMENSIONS & ELEVATIONS
BOTT. OF RAFTER & TOP ~ ) PRIOR fi0 CONSTRUCTION
OF CEILING JOIST W/ Q
8 12 2.) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS
(2)-16d--NAILS-IN_ EACH ---- . ___- ---- ---- ---
S4 Tom,
3•) DENOTES ROUGH CUT CEDAR TIMBER CONNECTIONS.
MEMBER (TYP.)
-. - - - - - SEE I/S5
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I 119/32" A(pA RATED SHEATHING - LAYOUT STAGGERED WITH LONG DIMENSION OF
-- - - -
PANEL PEURPENDICULAR JOISTS •
UNBLOCK@D DIAPHRAGM:(TYP. U.N.O.):
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N 13 TONGUE
N --- -- S4 A'g. — - - - -- -- �
DATE ISSUED: APRIL 20, 2011
- - -- - - - 2�(4� CONT. BRACING ON BOTT.
OF RAFTER & TOP OF CEILING D1
JOIST W/ (2)-16d NAILS IN 13 NOTE:
EACH MEMBER (TYP.) 24 P. DO NOT SCALE DRAWINGS.
11
- - -
-- - - IF PRINTED ON 11 X17
- 2x10 RAFTERS & MEDIA, DRAWING SCALE
j 2X10 JOISTS 0 16" O.C.
COLUMN CAP PL.: IS HALF-SIZED.
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6" 6" WIITTH N 6 CEA RS DEL OF R.AOverby,
SAWED JOINT TO BE xa x — a — �,1Y�" MIN. x EXIST. CONC.
FILLED W JOINT SEALANT y4. MAX. T/4 MIN. ° p SLAB CONC. SLAB I SPLICE
/ SEE PLAN 2x6 BOTT. PL. Architectural and Inter
m° T/EXIST. SLABAL T/SLAB
FIELD VERIFY ,;, MATCH EXIST.
1, x a-- x - a a x I- BREAK BOND To NG CURING • o " uh nne N. Overby, R.A.
POUR BY APPLIY
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8n $'� COMPOUND TO THE SIDES N g" _� ANCHOR BOLTS 24522 Pullian Street
OF EARLIER POIUR
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DRILL AND ANCHft INTO EXISTING 904--704-8628
SAWED CONTROL JOINT DETAIL KEYED CON ' T R U C T I O N JOINT D E T,�I L CONCRETE SLAB ' /HITLTI HIT-HY
150(4XZ" EMBED.) Email: jnoverby@comc
FL. AR-0017060 • FL. I
2 SECTION 3 A . B ' S @ SOLE PL. SPLICE
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TYP . SLAB 0 N GRADE JOINT D E TA I �-S S3 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4" = 1'-0" •
1
S3 SCALE: N.T.S.
REINF TO MATCH
BOTTOM REINF
SLAB ON GRADE NOTES: 24 DIA. 24 DIA. 2 "S" MIN.
1. CONSTRUCTION JOINTS WHERE REQUIRED SHALL BE REQUIRED SHALL BE LOCATED A T FOOTING
I MINIMUM OF 5'-0" AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. SEE PLAN
2. THE MAXIMUM ASPECT RATIO OF 'CONTROL JOINTS SHALL BE 1.5 TO 1.0 Q
3. C.C.J. ARE TO BE PRE-FORMED OR SAWED. IF JOINT IS SAWED, JOINT SHALL BE DONE ° -P-2'-O" MAX.
WITHIN 12 HRS. OF PLACEMENT °
° ° • _gin 2'-0" MAX. �L,I
16d NA4ILS ® 4X4 WOOD POST—\ FOOTING •
16d NAILS 12 h O.C.
°-
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® 12" O.C. (2) STUDS 0 BUILDING _ a
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BUILDING CORNERS /
T SLAB CONTRACTOR SHALL COORDINATE/VERIFY LOCATION OF FOOTING FOOTING REINF ~
MA t . x fc °a�e - x � x k
OUTB[>E 00 NBDE OOR STEPS WITH FINISHED GRADING PLAN AND DEPTH OF RESIDUAL
° �--i
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—III=1 =III= AT END -III—III=1 —=III= AT END 1 1—III—I III—III— I
I=1 11 =1 I I=11 . -111=III I—III—III T FTG. _
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T FTG. _ =1II T FTG. _ =111== T FTG. _ =1I=_ ° ° 9 -� °
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° ° 1 111 a
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• - ° ° 8" ® 12" O.C. TRANSV.
_ G1
4 -0 X4-Q4"X1 -6
= 1=1 1= I I (3)-#5 CONT. W/#5 TIES i I ' `(3)- 5 CONT. W/#5 TIES _III-III=111=1 I I I 1
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_III 0 12 O.C. TRANSV. ® 12 O.C. TRANSV. - ® 12" O.C. TRANSV. W/(5)-#6 FA WAY BOTT.
- ' » - V-8" » SECTION TYP . R TAI N I N G WALL
1 -8 �, 13 8 9
S3 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4" = 1 0"
5 TYP . HOLD — DOWNrT� TYP . EXT WALL FTG . K�6ATYP . @OPENINGS
S3 SCALE: 3/4" = 1'-0" ® JAMBS AND CORNERS S3 SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"
- 1'-0" DATE ISSUED: APRIL 20,
DO NOT SCALE DRA
11"
slMPsoN sPT22 & IF PRINTED ON 11 "X
NOTE: SEE 6A/S3 FOR (2)-10d TOENAILS MEDIA, DRAWING SC
#4 NOSING BAR ((TYP.) EVERY STUD
INFORMATION NOT 1" SHOWN FOR CLARITY OPENING SIZE HEADER
<=5'-0" (3) 2x6 + PLYWOOD FILLER IS —SIZED.
WOOD HEADERL W/
T SLAB 5'-1" TO 8'-0" 3 2x8 + PLYWOOD FILLER PLYWOOD FILLERS.
ATTACH TOGETHER W/
TYPICAL LAP TYP I CAL LAP TCH ExIST.
SPLICE SCHEDULE SPLICE SCHEDULE
�S + 2 ROWS OF 16d NAILS
® 12" STAGGERED
(CONCRETE) (MASONRY) o I=��= 1. SPAN = CLEAR OPENING WIDTH.
` • ° + ° =III== I 2. PROVIDE JACK STUDS EACH END.
s
FIN. GRADE ° . III—I I1=
SIZE SPLICE BAR LAP
SIZE SPLICE • ° ° SECTIONS
" o ° +�—I I I I II � II I II I II I�I#3 ,'-$" #3 , -6 K�13� HEADER SCHEDULE 8c DETAILS Q�
sitIII=III=1 (�1= S3 SCALE: 3/4"=1'-0"
4 #4 2'-0" #4 2'-0" —�4_ Y a o III—III i-1
5 2'-8 #5 2'-8" i III—I I► III=1 I 11= DETAILS
# c D
#6 3'-O" #6 3'-0" 1I— I - 111—III—I III—I11- (1) #5 VERT. IN CONC:-
-111I 111 I-I I I__� FILLED CELL (TYP. 3
t #7 4'-6" #Z 3'-6" (2)-#4 CONT. I I-III—I III—I 11. CELLS AT FA. CORNER
1'-0. I I IIII I=III 1=111111 BUILT UP STUD NAILS A B C D
#8 5'-2" #8 4'-0" T FTG.
a a . H XIST. (2)-2X6 10d �" 6)) 1 ). 2" m
. .
#9 5'-10" #9 4'-6" I—II
-i
-IIIII ° II' (3)-2x6 god " $" 2»
III ISE: FASTENERS TO BE
S3
-II S AGGERED ON OPPOSITE SIDES
I=1 11-
,2 = TAIL 14 BUILT— UP STUD DETAILS
rio TYP . LAP SPLICES SECTION DE PERMIT
S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" V�
'�°* DRAWING
JA
E I
2 � A •
s4 A 1/4" PL. EA. SIDE
I W/� � A307 THRU BOLTS SEE PLAN FOR TONGUE & GROOVE ROOF uLtar�ne
N .
a
(HOT DIP GALV. TYP.) DIAPHRAGM AND DECK, SEE PLAN
WALL NAILING
USP HGA10 4X12 4X1? REQUIREMENTS Overby,
4X6 POST o ° ° o
USP HGA10 2X8 %LOCKING, Architect>gal and Interior Dec.
: 4X12 `J 0 0 0 0 4X2 W/(3)-10d TTOENAILS
A TO TOP PL.
3
0--
6X6 POST s4 w� ° - "' 4X6 POST RAFTER W/ BIRDSMOUTH Julianne N: Overby, R.A.
w M CUT ® BEARING,
1/4" PL. EA. SIDE =N _ o o B1: 4X12 2X8 CONT.. W/ SEE PLAN 2452 Pulliam Street
TRUSS T- 1 ELEVATION- W/%"O A307 THRU BOLTS 0 0 (2)-10 FACE NAILS TO Jacksonville Beach, Florida 322
S4 SCALE: 1/4"=V-0" (HOT DIP GALV. TYP.) 62. 4X12 RAFTER. SPLICE PER 904-704-8628
0 DETAIL 5/S4 USP H8A
o c o Email: jnoverby@comcast.net
° USP %PT22 & FL. AR-00q7060 • FL. ID-4621
0 0 0 0 5 (3)-10d fiOENAILS 2X6 ® 24" O.C.
SEE 1/S5 ® STUD TO) DOUBLE
"' 4X6 POST TW PLATE
1y2" 1Y2
USP 2X6 ® 24" O.C. W/(3)-10d 4" 4" H
NOTE: EPCM46 TOENAILS TO EXIST TO PL.
SEE PLAN & OTHER & RAFTER. INSTALL PL)?WOOD 2 SECTION 3 SECTION 5 SECTION
REFERENCED SECTIONS FOR SHEATHING PER SO
DETAILS NOT SHOWN FOR Q
CLARITY S4 SCALE: 3/4"=1'-0" S4 SCALE: 3/4"=1'-0" Q4') SCALE: 3/4"=1'-0"
USP LFTA6 & USP �T
4X POST HGA10 TO EXIST. HEADER w
RIDGE BEAM
-- _ r
USP KST227 USP KST227 j „ EXIST. HEADER
/,,- 1/4" PL. EA. SIDE OF RIDGE BEAM
W/(3)-%"0 A307 THRU BOLTS(PROVIDE 3" 1— H W
TY 3/16 END DISTANCE & 3" SPACING) M
ENIST. POST
RAFTER
BEAM
R'HD4A W/ %"0 HAS THREADED n
FOD & HILTI HIT-HY 150 EPDXY F--�
LfADHESIVE(8" EMBED) TYP.
11 V
4 ELEVATION
1/4- PL. EA. SIDE OF Hifp RAFTER L,
S4 SCALE: 1/4"=1'-0" W/(2)-%"O A307 THRU Ff30LTS(PROVIDE 3" O 1�
END DISTANCE & 3 SPACING)
HIP RAFTER O
SEE PLAN FQfR �j O
SEE PLAN FOR ROOF SHEATHING, SECTION A - A DIAPHRAGM %
NND
DIAPHRAGM AND SEE PLAN WALL NAILINf- r 1
WALL NAILING REQUIREMENT`S
SEE PLAN FOR TOUINGUE & GROOVE REQUIREMENTS
2X10 BLOCKING, ROOF 4EATHING,
DIAPHRAGM AND ROOF DECK, USP JUt28, SEE PLAN
WALL NAILING - SEE PLAN W/(3)-10d TOENAILS
REQUIREMENTS 2X10 BLOCKING, gyp
W/(;i)-10d TOENAILS TO TOP PL. H
TO TOP PL. RAFTER,
2X8 BLOCKING, SEE PLAN
� O
W/(3)-10d TOENAILS ' ' / 2X10 CONT.. W/ RAFTER,
TO TOP PL.
2X10 CONT.. W/ (2)-10 FACE NAILS TO SEE PLAN
o RAFTER W/ BIRDSMOUTH GER. SPLICE
(2)-10 FACE NAILS OPERGDETAIL 5/S4 . • N
\-UsFb RT16A & (3)-10d
TO RATER. USP RT16A (3)-10d CEILING JOIST, TOENAILS ® CEILING JOIST
CUT O �3EARING, TO TTOP PL.
SEE PLAN TOENAILS O CEILING SEE PLAN
SEE PLAN FOR JOIST TO TCAP PL. USP SPT22 &
HOLDDOWN USP SPT22 &
_ (3)-10d TOENAILS (2)-2X6 TOP
`) O(STUDOTOTOENAILS
LE (2)-2X6 TOFF ® STUD TO DOUBLE
ITOP PLATE PL. TOP PLATE
2X8 CONT.. W/ 2X� ® 24jv�\_ "
NAILS TO RAFTER. 2X6 O 24
a (2)-10 FACE
OATS ISSUE: APRIL �0, 2011
" O.C.
O.C.
'i NOTE:
DO NOT SCALE DRAWING6 SECTION 7 SECTIONK"8� SECTION
IF PRINTED ON 11
S4 SCALE: 3/4"=1'-0" " "
S4 SCALE: 3/4"=1'-0" S4 SCALE: 3/4"=1'-0" MEDIA, DRAWING SCALE
IS HALF—SIZED.
J, CONT. 2X12 LEDGER CONT. 2X10 LEDGER
)-20d NAILS TO W/(3)-20d NAILS TO
PLYWOOD SH NG
EXIST. STUDS EXIST. STUDS
US8 RBC-ROOF
BOUNDARY CUP ®
RAFTER,
ECTIONS
2x6 VERT. W/(6)-10d NAILS 3 TO EA. 2x6 VERT. W/(4)-10d NAILS(2 TO EA. SEE PLAN 2'-0" O.C. (TYP.)
2X10 RAFTER p & USP- NP37(W 6 -1 pd 2X6 RAFTER) TOP & USP NP35 W/(4)-10d PLYWOOD
SHEATHING
Od
NAI
LS R OTEA. MEMBER BOTT. /t , _ NAILS TO EA. MEMBER BOTT. /� I c
NAILS (4)NAILS SIMPSON VTCR O 4'-0" 0.6-
(4)-10dp TAI LJ
MAX TO EXIST. RAFTERS (2 EXIST. STUDS EXIST.
CONN. PER TRUSS MIN.) EXIST. STUDS
RAFTER��'' RAFTER,
.. 2x6 CEILING JOIST •• ____ ___--KJL21 SL22.6D SEE PLAN
9 TRUSS T- 2 ELEVATION 10 TRUSS T- 3 ELEVATION
KT1 SECTION 12 SECTION13 SECTI,O,N S4
1'-0"
S4 SCALE: 3/4"=1'-0" S4 SCALE: 3/4"=1'-0" S4 SCALE: 3/4""=1' _0"
-
S4 SCALE: 3/8" S4 SCALE: 3/8" - \
NOTE:
NOTE: SEE PLAN & OTHER REFERENCED SECTIONS FOR
SEE PLAN & OTHER REFERENCED SECTIONS FOR DETAILS NOT SHOWN FOR CLARIT( PERMIT
DETAILS NOT SHOWN FOR CLARITY
� �" DRAWINGS
a i
i,
a � IIII
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i
� • � I I ,i r `i s `
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I
1 I I
t
t
l 1 I
I' RIDGE BEAM
I
TYP 3/16 �
� � 1
(I 1
RAFTER BEAM
t VG "
F
0) 1y2� TYP. 3/16 RAFTER BEAM g„
IDa 4 t
3/16" Bf€NT PL. 2„ 2
„
�r GI RAFTER BEAMI W/(4)— ,,� A307 4
ff BEAM,
3 16" BENT PL. W 4 "0 THRU
4 I I / /( )—� � J BOLTS
"
` A307 THRU BOLTS N= C n.P SEE PLAN
� 3 16
I ,II
SECTION B- B
I I ;
3/16" PL. EA. SIDE
3/16" PL. N
tl I of RAFTER W/(2)-j"0
A307 THRU
B A307 THRU BOLTS M
EA. SIDE OF
i A 5
,I C W/(6 ENT PL
1 B0 A307
s
tl
)-�
THRU BOLTS
3/16" PL. W/(2)—j"O
I lil �I
LAG SCREWS(3" EMBED.) 3/16 TYP.
II 3 o SECTION C- C , 3/16
D
POST, SEE PLAN POST SEE PLAN
$ N— „ N
I, f 3/16" PL. EA. SIDE OF
) I •
t I �
a ,
2
� •; �� I .� � ; � � I � � , ��.� I � THRU BOLTS
D
SECTION D -
Islz � t I
•
{
i I �
;I� iI k I Iii I '
I i• I 3 3
i
I 1A
f"r per t,
3/16" BENT PL. W/(4)—j
2" 2
4„ 4„ A307 THRU BOLTS 2„ _ 2„
4„ 4„ 4„ 8 4„
BEAM SEE PLAN
;I J,I ': gyp. BEAM, SEE PLAN
1 cif i @ Ilk i 1
TYP. 3/16
3/16
§§ 6
04I
3/16 BENT PL. W/(4;
A307 THRU BOLTS
l l6 d N N
" I
" ,t
I
0 - T16
HRU BOLTS./EA. SIDE
�
POST 0 0 0
77
i III
w t r j 1 I rI 1 (•r)
x
fi
i
F
3/163/1fi TYP. 3/16
3/16" PL. W/(3)—J"0 A307
;Ir}.• I �; THRU BOLTS. EA. SIDE OF
i,
POST
POST. SEE PLAN POST _SEI`
PLAN
POST, SEE PiLAN
POST, SEE PLAN
„ „
3 3
E- E
SECTION SE
�TI ON E-F
z
II� ' � �
4 s
-
I'
,� �I; •S I PPP S
3� �I 1l�0 66 m 1 9 .11 i � p I.• !', �, I+ II
t�� I �I � I P 1 [,• ,�� i� I � SI1�_� S
4
El
II , r � r7i"�\ ROUGH CUT CEDAR TIMBER CONNECTIONS
� � Il. �
E1 I� w pl II�� I, r
tIl IIl { 1� I k I!I I r
SCALE: 1 1/2"=1'-0„
NOTES:
1. ALL TIMBER ® CANOPY( SHALL BE SELECT STRUCTURAL ROUGH SAWN WESTERN CEDAR
2. CONNECTIONS ® CANOl SHALL CONFORM TO AESS(ARCH ITECTU RALLY EXPOSED
, I � � � � r � �. �r • � t i• I 1, I
1 p STRUCTURAL STEEL.—EXPOSED WELDS, SHALL BE GROUND SMOOTH & BLENDED.
—ALL EDGES TO
1 �3ROUND SMOOTH, MILL MARKS REMOVED & PIECE: MARKS HIDDEN
3. ALL STEEL TO BE HOT DIPPED GALVANIZED
I I
h I •I � �s I l ,'L"f� 4�`rf � ��'n h 2 M S ! -
"
I z
i
Julianne No
Overby, RA
Architectural and Interior Desi
�5 Julianne N. Overby, R.A.
2452 Pulliam Street
Jacksonville Beach, Florida 3225
904-704-868
12
\ Email: inovc-rby@comcast.net
3.5 ,- -
- - _
- - -0017060 FL. ID 4621
NEW ROOF SLOPE-
- TO ALIGN WITH
ADJACENT SLOP
Ell
L__�� NEW WI O
ZEW ZEW
ASPHALT SHINGLES ON WIN W WIN W
15# ROOFING FELT ► "�
OVER 7/16" EXT. SHEATHING
TO MATCH EXISTING NEW STONE
VENEER NI W F T DOC
METAL HURRICANE CLIP L NEW GARAGE DOOR E SII G
SID TES
AS REQUIRED BY CODE 1 W/TRANSOM LITES j ! `•/
•
P.
TSI -
° M
77�
EW STONE XISTING SIDING TO L$E NEW STEP LOCATION & EW STONE SEDCONCRETE EW STONE �..�
R-30 INSULATION 2'-0"
FRONT E EVATION VENEER PAINTED NEW COLOP EXTENDED FRONT PORCH VENEER PAINTED NEW COLOR VENEER
W/ 2" POSITIVE SCHEME(TYP.) SCHEME(TYP.) [ HH
AIRSPACE AS SCALE:1/8" = 1'-0"
UNDER SHEATHING GALV. METAL DRIP
OVER P.T. 1 X2 OVER
2X6 CEDAR FASCIA
R-11 BATT TO MATCH EXISTr
INSULATION W/ GYP. =
CEDAR PLYWD. SOFFIT O
W/ 4" CONT. VENT
TO MATCH EXISTING
2x6 STUDS @ 24" O.C.
CD WITH CEDAR SIDING
ON FELT W/ INSULATION 00O
BOARD
2x6 CONT. BRACE-Pr � Q
_ H
- i
2" x 6" P.T. BOTTO
PLATE W/ 5/8 --
ANCHOR BOLT 51 -
@ 48" O.C. MIN. -
12
4" CONCRETE SLAB -
- - _- - - -13.5
W/ 6x6 10/10 W.W.H -
ON VISQUEEN -
- - _ _ - - - - DATE ISSUED: APRIL 20, 2011
NOTE:
GRADE --- �_ - - ��
- DO NOT SCALE DRAWINGS
TT�
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
LOPEN IS HALF-SIZED.
I
Ll
i
NOTE:
ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED ! JI-A
!!
STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. i ��
I
THESE WALL SECTIONS SHOWN FOR DESIGN INTENT.
I j
. _ . , . . . . . . .. . .. ..a .• - • . v s . . . , . , e, a . , . , . . _ . . . .. . .. . a. . .. - .. . . - . , EXTERIOR
WALL SECTION NORTH SIDE ELE\/ATION ELEVATIONS
A-3 SCALE:3/4" = 1'-0" 913 SCALE:1/8" = 1'-0"
\.. A3
1`
ERMIT
,@ DRAWINGS