360 1st Street GENERAL: WOOD:
GENERAL DESIGN CRITERIA
A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: PANEL SPAN
INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE • 2x RAFTERS/BEAMS/JOISTS-#2SYP19% MOISTURE .A WIND-BORNE DEBRIS CLASSIFICATION BUILDING CODE12007 FBC - RESIDENTIAL
PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS CONTENT ° ° ° -- --
DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED • I-JOISTS PROVIDED BY TRUS-JOIST OR EQUIVALENT m ° I °
FOR OTHER WORK(S) OR PROJECT(S)WITHOUT THE EXPRESS WRITTEN • ENGINEERED BEAMS PROVIDED BY TRUS-JOIST OR i i °i ° WIND DESIGN CRITERIA
PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. EQUIVALENT I N GOD WE TRUST
B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE, • PLATES-#2 SYP 19% MOISTURE CONTENT 7/16" APA R NOTE: THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS 7 16" APA OR ° ° DESIGN GUIDE ASCE 7-05
UNLESS UPDATED TO CURRENT CODES AND PRACTICES APPLICABLE AT • STUDS- SEE STRUCTURAL PLAN, 19%MOISTURE CONTENTO AREA. GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF / WIND SPEED 120 mph 3 sec. gust)
THAT TIME. B. ALL NAILS SHALL BE "COMMON" UNLESS NOTED OTHERWISE. z TECO RATED TECO RATED ° ° p (
PLYWOOD. THE LARGE MISSILE TEST OF AN APPROVED IMPACT RESISTING PLYWOOD. °
C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING C. WHERE NOT OTHERWISE SHOWN ON PLANS,ALL NAILING OR Q x STANDARD OR ASTM E 1996 AND ASTM E 1886 SSTD 12 ° EXPOSURE CATEGORY C
CODE-BUILDING AND SECTION R301 OF THE FLORIDA BUILDING SCREWING SHALL BE AS INDICATED IN THE CODES REFERENCED � ANSI�DASMA 115 (FOR GARAGE DOORS) OR TAS 201, 202, AND ° ! °
CODE-RESIDENTIAL. THE ENGINEER OF RECORD ACCEPTS NO ABOVE. ALL SHEATHING MUST BE NAILED OR SCREWED AS w _ BUILDING TYPE OPEN
RESPONSIBILITY FOR THE PROJECTS COMPLIANCE WITH PORTIONS OF DESIGNATED AND ADHESIVES SHALL NOT BE USED IN PLACE OF Q �� = ---� - - i 1O 203 OR AAMA 506. GLAZED OPENINGS MAY BE PROTECTED A °�L --� --i - ° A �'
THE FLORIDA BUILDING CODE NOT SPECIFICALLY IDENTIFIED. NAILING. CL USING WOOD STRUCTURAL PANELS AS DETAILED ON THIS PAGE. ° . BUILDING CATEGORY 11
OPENINGS IN SUNROOMS BALCONIES OR ENCLOSED PORCHES ° ° '1rr••
D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. REFER TO - IMPORTANCE FACTOR 1.0
BE PROTECTED PROVIDED THE SPACES
THIS OFFICE IMMEDIATELY. ADDITIONAL INFORMATION. ALTERNATE CONNECTORS w/ i
ARE SEPARATED IFROMOTHE BUILDING INTERIOR BY A WALL AND -- -li
DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOGUE FOR ARE NOT
FROM � � , I ; � � � , TOPOGRAPHY FLAT
E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE USED IN LIEU ALL OPENINGS IN THE SEPARATING WALL ARE PROTECTED. MEAN ROOF HEIGHT < 20' �..a
NOT LIMITED TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND OF SPECIFIED COMPONENTS.
LOCATIONS PROVIDED BY OTHERS. THIS OFFICE IS NOT RESPONSIBLE E. ALL EXTERIOR WALLS TO BE SHEATHED WITH APA OR TECO RATED - --'--= z °L- -- - __ __- - _° J ;
FOR THE ACCURACY OF INFORMATION PROVIDED BY OR DERIVED SHEATHING AS DESIGNATED. ° ° ° ° ° ° ° M ° ° SOLID SAWN MEMBER DESIGN CRITERIA
FROM OTHER SOURCES. F. ENGINEERED COMPONENTS(TRUSSES I-JOISTS ETC.) SHALL BE A �.
F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND 7'-6" MAX
PREPARED BY COMPONENT MANUFACTURERS HAVING PROVED INSTRUCTIONS. USE L.L. D.L. L.L.A T.L.A `s
COMPLIANCE EITHER THROUGH THE FLORIDA PRODUCT APPROVAL G. REFER TO THE TRUSS MANUFACTURER'S SPECIFICATIONS FOR: FASTENER TYPE PANEL SPAN 3" MIN. 3" MIN. ROOF (SHINGLE) 20 7 L/240 L/180
SYSTEM OR APPROVAL BY A DELEGATE ENGINEER LICENSED IN THE 1. TRUSS TO TRUSS CONNECTIONS. SPAN < 2' 2' <SPAN <4' 4' <SPAN <6' 6' <SPAN <8'
STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE 2. TRUSS PLY CONNECTIONS. #8 WOOD SCREWS 16" 16" 10" 8" FLOOR (ROOMS) 40 15 L/360 L/240
ENGINEER OF RECORD. IN ADDITION, COMPONENTS NOT 3. REQUIRED PERMANENT TRUSS MEMBER BRACING #10 WOOD SCREWS 16" 16" 12" 9" -' '"'
SPECIFICALLY SPECIFIED IN THESE DOCUMENTS ARE NOT THE LOCATIONS AND CONNECTIONS. PANELS ORIENTED WITH STRENGTH PANELS ORIENTED WITH STRENGTH FLOOR (DECKS) 40 15 L/360 L/240
RESPONSIBILITY OF THE ENGINEER OF RECORD. REQUIRED AXIS HORIZONTAL 1/4" LAG SCREWS 16" 16" 16" 16" AXIS HORIZONTAL FLOOR (BALCONIES) 60 15 L/360 L/240
COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE
BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE ATTIC CEILING (STORAGE) 20 5 L/360 L/240
PREPARED/REVIEWED BY A PROFESSIONAL ENGINEER LICENSED IN THE EXTERIOR WALL EXTERIOR WALL
ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 x
" STATE OF FLORIDA. SHEATHING SHEATHING
G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM WALL (BRITTLE FINISH) L/240 a Q�a
MANUFACTURER OR DESIGNER. '" z 9
H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS EXTERIOR FINISH, EXTERIOR FINISH, WALL (FLEXIBLE FINISH) L/120 O go P P '
AT THE JOB SITE PRIOR TO COMMENCING WORK. CORROSION/DECAY RESISTANCE: 2x WALL SEE ARCH. PLANS. 2x WALL SEE ARCH. PLANS. W AAA O q
1. THESE DOCUMENTS,AS INSTRUMENTS OF SERVICE, ARE THE STUDS STUDS A d
PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL 2" MIN. 2" MIN. TRUSS MEMBER DESIGN CRITERIA 8
REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE COMPOSITE LUMBER EXPOSED TO WEATHER OR IN DIRECT WASHER BASED CUT WASHER U w c)
ENGINEER OF RECORD. GROUND CONTACT(DECK/BALCONY BOARDS,JOISTS, POSTS, ETC.) WING NUT. L.L. T.L.
J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATED MEMBER L.L. D.L. w w
INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO FOR THE SPECIFIC APPLICATION. BORATE-TREATED WOOD SHALL - w� 1/4"x3/4" 0 A O a
ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED TO BOLT. ROOF TOP CHORD(SHINGLE) 20 7 L/240 L/180 Z �M .15
DIFFERENT DETAIL IS SHOWN.
WEATHER OR IN DIRECT GROUND CONTACT UNLESS SPECIFICALLY
K. ITIS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE RATED BY THE MANUFACTURER/TREATER AS ADEQUATE FOR THE ROOF BOTTOM CHORD 10 a,b 5 L/240 L/180 O
ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE
BUILDING AND ITS COMPONENT PARTS DURING ERECTION. USE. PERMANENTLY PERMANENTLY FLOOR TOP CHORD 40 10 L/360 L/240
B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH 7/16" APA 7/16" APA OR TECO
L. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR INSTALLED TAPCON INSTALLED SSW
ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION CONCRETE OR MASONRY SHALL BE PRESSURE PRESERVATIVE SG's (OR EQUIV.) OR TECO SAMMY's (OR EQUIV.) RATED PLYWOOD. FLOOR BOTTOM CHORD 0 5__]_L/_3601L/240
TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE TREATED TO RESIST DECAY. SPACED ACCORDING RATED SPACED ACCORDING AIL a. NEED TO BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE
STRUCTURE IS IN PLACE. BRACING SHOWN ON THE STRUCTURAL C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER TO CHART w/MIN. 2" PLYWOOD. TO CHART w/MIN. 2" LOAD REQUIREMENTS. Q
DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. OR IN CONTACT WITH CORROSIVE MATERIALS(ACQ, CA-B, CBA-E, EMBEDMENT INTO EMBEDMENT INTO b. MUST BE INCREASED TO 20 PSF (LIMITED STORAGE)WHEN TWO OR W
ETC.)SHALL BE Z-MAX COATED, HOT DIPPED GALVANIZED, WALL STUD. WALL STUD. MORE ADJACENT TRUSSES HAVE THE SAME WEB CONFIGURATION AND Q
FOUNDATION: STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER OPTION 1 OPTION 2 ARE CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE, OR W
*' FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR GREATER BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM
• A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE DETAIL A OF ANY OTHER TRUSS MEMBER AND THE FOLLOWING CRITERIA IS MET:
STANDARDS, RECOMMENDED DESIGN SOIL PARAMETERS,AND PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE THE * THE ATTIC AREA IS ACCESSIBLE BY A PULL-DOWN STAIRWAY OR
ACCEPTED ENGINEERING DESIGN PROCEDURES AND IS BASED ON THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND PLYWOOD SHUTTER ATTACHMENT(PERMANENT) OPTIONS FRAMED OPENING. Z >-
CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE * O
BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE THE BOTTOM CHORD PITCH IS< 2/12. Ul
PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE
DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT RESULTING - BOTTOM CH DS SHALL BE DESIGNED FOR THE GREATER OF r , _
s� FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. PL i WO WINDOW PROTECTION DETAIL ACTUAL IMP SED DEAD LOAD OR 10 psf, UNIFORMLY DISTRIBUTED u L Z W
SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. D. STAINLESS STEEL AND ZINC-PLATED (Z-MAX, HDG, ETC.) OVER THE EN IRE SPAN. W 1 r W
SUBSURFACE EXPLORATION CONDUCTED BY A QUALIFIED FASTENERS AND CONNECTORS MAY NOT BE COMBINED. USE 1
GEOTECHNICAL ENGINEERING FIRM MAY BE USED AT THE DISCRETION ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY 0 O
ZINC-PLATED FASTENERS WITH ZINC-PLATED CONNECTORS.
OF THE BUILDING CONTRACTOR AND/OR BUILDING OFFICIAL AND ALL E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, COMPONENT & CLADDING PRESSURES Q v ul
FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN THE ABSENCE OF
A GEOTECHNICAL ENGINEERS REPORT,THE E.O.R. DOES NOT ACCEPT WOOD-BASED AND METAL PRODUCTS USED IN OUTDOOR r N
LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NOTE: ROOFS : O 12 - 2 12 J � J 0.
• A= END ZONE DIMENSION, SEE FR / /
" STRUCTURAL OR AESTHETIC DAMAGE TO THE STRUCTURE. NECESSARY FOR CONTINUED, LONG-TERM SATISFACTORY J O Q W
SHEETS. OPENING SIZE OR �1
B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL WITH AN PERFORMANCE. O a a O a O APPLY INTERIOR ZONE o/c NAIL SPACING TRIBUTARY AREA IN OO O2 3)
ALLOWABLE SOIL BEARING CAPACITY OF 2000 psf, ACTIVE EFP=30 pcf r---- ----I r--- ---� ------ -------� (SEE FR SHEETS)TO ZONES 1 &2. SQUARE FEET U
(LEVEL BACK SLOPE). NOTIFY THE ENGINEER OF RECORD AND CEASE lO a I I a OI a O . APPLY END ZONE o/c NAIL SPACING (SEE O (-) (+) (-) (+) (-) W O
CONSTRUCTION IF ADVERSE OR OTHERWISE NON-CONFORMING I r- --1 I I r- - I �� � - 0-20 24.0 43.8 24.0 66.4 24.0 94.7 M Q Q
� I I I FR SHEETS)TO ZONE 3. `.J
CONDITIONS ARE FOUND TO EXIST. I O I I I I O I I �`� �� � " �� �'' • ZONES SHOWN APPLY TO THE ZONES 21-50 23.2 43.0 23.2 60.8 23.2 80.6
C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR I I 1 I I I 1 I I
I I � � 4 � I SHOWN IN THE ADJACENT COMPONENT � 51-100 22.1 41.8 22.1 53.1 22.1 60.8
FOUNDATION AND SLABS SHALL BE 2500 psi @ 28 DAYS. I I I I �� `� ,� ,� I AND CLADDING ROOF PRESSURES.
D. ADJACENT SURFACES SHALL COMPLY WITH FBC R401.3 AND R403.1.7. MASONRY: I I I , I OVER 100 21.2 41.0 21.2 46.6 21.2 46.6
E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED I I
UNTIL THE WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI ROOFS : 3/12 - 6/12
530/ASCE 5/TMS 402 MASONRY BUILDING CODE. I I I `
ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED I I I I I I � I � � � � � � A A
B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW I I I r
TO PREVENT DAMAGE TO THE WALL. EXTREME CARE MUST BE USED I I I I I 1 I I ( I I OPENING SIZE OR
THROUGHOUT CONSTRUCTION TO PREVENT MOVEMENT OF LOAD-BEARING CONCRETE MASONRY UNITS,TYPE 1, GRADE N-1, I I I I I I I I I I I I O O O
NORMAL WEIGHT,WITH A MINIMUM COMPRESSION STRENGTH OF A A I I p A A A I I A T A I I I AIA AIA I I I TRIBUTARY AREA IN 1
RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM I I I I 3 101 O O IOIO SQUARE FEET (+) (-) (+) (-)
2000 psi (F m=1500 psi). I I I I I I I I I I I
COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ADEQUATELY SHORE THE WALLS THROUGHOUT CONSTRUCTION TO C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. I I I I I I I I I I I 0-20 29.7 41.0 29.7 63.6 29.7 89.0 ;- �.•
I I I 1i1tS11{4491II14;�1{C0'RFa�i�;1t9 "
D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH I I I l 21-50 28.0 40.1 28.0 59.4 28.0 83.4
MAINTAIN THE INTEGRITY OF THE DESIGN. IF UNSURE WHAT COURSE I I I � I � � � I I
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi. GROUT I I I I I ,� �� I I C.O.A. #26894
OF ACTION TO TAKE IN ORDER TO PROVIDE ADEQUATE TEMPORARY I I I I � I I I I I ' � � ` I I 51-100 25.7 39.0 25.7 53.7 25.7 77.7 41 7 WALNUT ST.
SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8"-11". I i GREEN COVE SPRINGS,
BRACING/SHORING, CONTACT THE ENGINEER OF RECORD FOR I I I I , OVER 100 24.0 38.2 24.0 49.5 24.0 72.1
ADDITIONAL CONSULTATION PRIOR TO PROCEEDING.
E. PROVIDE PRE-CAST CONCRETE LINTELS OVER ALL OPENINGS PER I I I 4 I FL 32043
STRUCTURAL PLANS UNLESS NOTED OTHERWISE. I I I I I ,� ^� 0`� I TEL: 904.284. 1 738
F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL I I I I I ` I ROOFS : 7/12 - 12/12 I
COMPACTED TO A DENSITY OF MIN. 95%OF MODIFIED PROCTOR F. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20 I I I I I I I I i FAX: 904.284.7963
G. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" o/c VERTICALLY.
MAXIMUM DRY DENSITY(ASTM-D 1557) FOR A DEPTH OF AT LEAST I IOL I I IOL I �� Q
TWO FEET(2') BELOW THE BOTTOM OF THE FOOTING. REINFORCING WIRE SHALL CONFORM TO ASTM A82 AND ASTM I L -� I I L--J I , L -� � OPENING SIZE OR O O O
A167 TYPE 304. I I I I ` TRIBUTARY AREA IN
G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS lO a I I a OI �� a O `� REVISIONS
L
INDICATED ON THE DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE L___ -__J L___ ___J �------ ------ SQUARE FEET (+) (-) (+) (-) (+) (-)
VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH 6x6 O a a O a O 0-20 41.0 43.8 41.0 49.5 41.0 49.5 -
W1.4x1.4 WWM LAPPED 8 AT EDGES AND ENDS IN CONFORMANCE 21-50 40.1 42.1 40.1 48.1 40.1 48.1
WITH ASTM-A 185, OR FIBER MESH REINFORCEMENT SHALL BE USED
{ WITH THE MINIMUM 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH GABLE ROOF HIP ROOF 51-100 39.0 39.9 39.0 45.5 39.0 45.5 _-
ASTM-C 116. ROOF ZONES OVER 100 38.2 38.2 38.2 43.8 38.2 43.8
H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS
AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A STEEL: NOTE: WALL PRESSURES DENSITY OF AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY A= END ZONE DIMENSION, SEE FR �J O B NUMBER
DENSITY(ASTM-D 1557). FILL SHALL BE TREATED WITH TERMITE A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC SHEETS. OPENING SIZE OR J 2 7 B B
POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF PROTECTING "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF • APPLY INTERIOR ZONE o/c NAIL SPACING TRIBUTARY AREA IN ® O
STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. STRUCTURAL STEEL BUILDINGS". . (SEE FR SHEETS)TO ZONE 4.APPLY ND ZONE o/c NAI SPACING (SEE SQUARE FEET (+) (-) (+) (-)
I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH B. STRUCTURAL STEEL SHALL BE ASTM A36, EXCEPT AS NOTED BELOW: SHEET
COARSE GROUT OR PEA GRAVEL CONCRETE WITH THE MINIMUM • PIPE-ASTM A53,TYPE E OR S,GR. B FR SHEETS)TO ZONE 5. 0-20 43.8 46.6 43.8 55.1
COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS. • TUBE -ASTM A500 • ZONES SHOWN APPLY TO THE ZONES 21-50 42.4 45.2 42.4 52.3
J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS C. ALL BOLTS, ANCHOR BOLTS,AND THREADED RODS SHALL BE ASTM SHOWN IN THE ADJACENT COMPONENT 51-100 40.4 43.2 40.4 48.3
AND CLADDING WALL PRESSURES.
FOLLOWS: A307 UNLESS NOTED OTHERWISE. � OVER 100 38.7 41.6 38.7 45.2 c S
• CONCRETE CAST AGAINST EARTH - 3" D. fiEX NUTS AND COUPLERS USED FOR BOLTS,ANCHOR BOLTS,AND ^h , • ALL WINDOWS, DOORS, AND EXTERIOR
• FORMED CONCRETE EXPOSED TO EARTH OR WEATHER- 11/2" THREADED RODS SHALL BE LOW CARBON STEEL AND MEET OR 5 ' VENEERS SHALL MEET OR EXCEED THE
• INTERIOR SLABS, WALLS-3/4". EXCEED THE CAPACITY OF THE CORRESPONDING ASTM A307,A36, k n� X `x COMPONENT AND CLADDING PRESSURES. ` GARAGE DOORS
I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS 5 PROJECT
LONGITUDINAL REINFORCING IN WALLS AND FOOTINGS SHALL BE USED FOR HIGH STRENGTH BOLTS ANCHOR BOLTS AND THREADED s� < > , LENGTH OF z z ENGINEER
DOOR IN 50 ft & LARGER 100 ft & LARGER
CONTINUOUS AT CORNERS AND INTERSECTIONS. MATCHING CORNER RODS-ASTM A449 OR SIMILAR-SHALL BE HEAVY HEX ASTM A563 �� 4 � -
BARS SHALL BE USED. MINIMUM LAP OF REINFORCING SHALL BE 25 GRADE DH. A O s ENDZONE (+) (-) (+) (-)
FOR#5 BARS AND 20" FOR#4 BARS. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE �� 1 1
0 O 5 5 1 1 40.4 43.9 38.7 41.8 ;
J. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX WITH AWS D1.1. A 2' 40.4 44.5 38.7 42.0 �
DESIGN, MIXING,TRANSPORTING, PLACING, REINFORCING DETAILING ' 1 F� AIV A� Mu AY,
AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE 3 40.4 45.1 38.7 42.2 ,'l'
WITH THE REQUIREMENTS AND APPLICATION OF ACI 301, 4' 40.4 45.8 38.7 42.5 RE7-wr.I IN SSEtRR
"SPECIFICATIONS FOR STRUCTURAL CONCRETE". WALLS A .. A WALL ZONES 5; 40.4 46.4 38.7 42.7 FL LICENSE No.
6 40.4 47.1 1 38.7 42.9 640 1 Cl'
9/B/ 1 0
p
51_8" 51_8" IN GOD WE TRUST
I r ('�L l0-'NoLo PROVIDE THICKENED 3'-6"
2x12#2 SYP JOISTS @
IBI FIDGE FOR STAIR ELD DETERMINEND. 6x6#2 SYP PT POST
POr�I �a I r 16" o/c w/LUS210 LOCATION DUE TO w/(1)ABU66 @BASE.
, c)JV)�C HGR's @ EA. END. GRADE.
5/4 P.T. DECKING
SEE DETAILA/S1 FOR -
STAIR FRAMING �
m
RAILING TO MATCH USE HUC210 HGR. @ L
EXISTING ADDITION EXISTING END JOISTS,TYP.
(2) 2x12#2 SYP P.T.
_ 20"x20"x16" PAD 6x6#2 SYP PT POST
RAISED BM. ATTACH
ALL JOISTS 2x12#2 FOOTING @ EA. POST w/(1)ABU66 @ BASE. -
TOGETHER w/(2) SYP P.T. @ 16" o/c w/ W/2-#4'S BOTH WAYS o
ROWS OF 12d NAILS LUS210 HGR., U.N.O.
@ 12" o/c.
NOTCH POST AROUND EXISTING 6x6 POST(S)
6x6#2 SYP PT POST HDR. (SEE BOLTED & 2-PLY 2x12 BM. p p
w/(1) ABU66 @ CONNECTION DETAIL) -j =1
BASE. z z
------ -----
--- - - - - ----- C'_ ---- _ _ - ----
- - - - -
X m
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EXISTING WOOD DECK EXISTING WOOD DECK
20"x20"x16" PAD ADDITION EXISTING
FOOTING @ EA. POST
�- - -- ------
i - i
W/2-#4'S BOTH WAYS --
i j 111 I
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W
0W
FLOOR FRAMING PLAN FOUNDATION & POST PLAN
SCALE : 1/4"=V-011 SCALE : 1/4"=1'-0" E- z
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U � o- zQ
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(2) 1/2"THROUGH BOLTS JOINT IS ALLOWABLE U U
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MID SPAN
(2) 1/2 THROUGH BOLTS
ATTACH EACH STRINGER TO
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2x12#2 SYP LEDGER w/(8)
.131x3"TOENAILS. SEE PLAN VIEW FOR - -
--
`14 II II FRAMING DETAILS.
M0EE11M 095114%A11% � �ply 2x12 2x12 LEDGER FOR C.o.A. #26694
41 7 WALNUT ST.
O _ n II STRINGER ATTACHMENT GREEN COVE SPRINGS,
N II a REQUIRED. 2x12#2 SYP FULL FL 32043
II II DEPTH STRINGER TEL: 904.2B4. 1 736
(NOT CUT) EACH X.
904.264.7963
j u li SIDE OF STAIR
CASE.
II II 6x6#2 SYP POST.
2x12#2 SYP FULL II II 2x12#2 SYP FULL REVISIONS
' END OF SPAN DEPTH STRINGER II II DEPTH STRINGER --- -
(NOT CUT) EACH n II (NOT CUT) EACH
IDEF STAIR SIDE OF STAIR CASE. -
BOLTED CONNECTION OPTIONS CASE. ►I II
�,r• . SCALE: 1"=1'-0" - - -
u II 2x4#2 SYP NAILERS ATTACHED ABU66
II TO FULL DEPTH STRINGERS w/
II II .131x3" NAILS @2" o/c. �1 ❑ B NUMBER
(2) 2x12 CUT PLAN VIEW ELEVATION VIEW I I J 2 786
L__J
STRINGERS @
THIRD POINTS. SHEET
STAIRCASE DETAIL A/S 1 si
SCALE: 1/4"=1'-0"
PROJECT
ENGINEER
-- -------- ..
B RYAI� .�M Li
PROF6S$IONAL
I NGIREER
FL LICENSE NO.
6401,0
9/B/ 1 0