312 4th ST - INTERIOR REMODEL DRAWINGS GENERAL NOTES ALL-THREAD NOTES
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1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C. IN ALL BEARING
EDITION,ACI, NDS,APA AND ASCE?-10. -__ `�'-____-_--- --- _------
WALLS, UNLESS NOTED OTHERWISE ON PLANS. ___---- --- - - - ------_'_�___
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2. THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE WORK AREA COMPLIANCE _ o
2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE ' j FORMED AND POURED PERIMETER CURB. w
METHOD DESCRIBED PER SECTION 101.5.2,2010 FLORIDA BUILDING CODE, EXISTING EDITION. I >
COUNTED AS PART OF THE DESIGNATED O.C.SPACING. oo' LU
SEE PLAN SEE PLAN FOR CURB HEIGHT
3. THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE "ADDITION" LEVEL OF 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTIO OF z z
ALTERATION, PER CHAPTER 10,2010 FLORIDA BUILDING CODE, EXISTING EDITION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: FIBER REINFORCED CONCRETE SLAB,4" Q O
THICK UNLESS NOTED OTHERWISE ON z ~
4. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE �' Q
VIN JURISDICTION OVER THE WORK. A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) ! PLAN. W O
CODES AND AUTHORITIES HAVING E
B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) Co
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C. PLACE CORNER RODS FINISHED z z p U LU LU w N
5. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO GRADE 1 s �_ 0 w w F r
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COMMENCING CONSTRUCTION. D. PLACE ALL OTHER RODS. co -_- v o LU o w w
4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY �' 14'-10" 16'-0" - w � z p D D
6. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR r' o ,j p w w
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND IGH 6 MIL VAPOR BARRIER OR EQUIVALENT D a Q rr it
OTHERWISE ON THE PLANS. UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. o ci 1 - WATERPROOFING BETWEEN COMPACTED
SUBBASE AND FOOTING/SLAB
7. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. P
ONE STORY: X= 12"WITH(2)#4 4 c
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OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. T X N N o
6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE; -- TWO-STORY: X= 16"WITH (3)#4
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT - - w o o " 0 0
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED THREE-STORY:X=20"WITH (3)#5
ASSUMING 2000PSF SOIL CAPACITY. 6"-TYPICAL WALLS, MONOLITHIC FOOTING z o
7"-EXTERIOR WALLS, STEMWALL FOOTING
8. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 4�%8"-MASONRY WALLS CURB DETAIL T9 -
THEIR
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 3/4"= 1'-0" I� N °' o7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHO IN INWATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. RESPECTIVE DETAILS ON THIS SHEET.
9. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. I I
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, TIS r 3/8"ALL THREAD CONNECTORS. SEE
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION ; ALL-THREAD NOTES FOR INSTALLATION
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) OW D
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL SPECIFICATIONS, SPACING AND V
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE 112" EMBEDMENT. Z
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 2x6 SPF STUDS AT 16"O.C. Z
10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 2X6 PT N0.2 SYP BOTTOM PLATE.
RESPONSIBILITY OF THE CONTRACTOR. Z ®_
ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM
OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 SEE PLANS FOR CURB HEIGHT ® �""' N
CONCRETE NOTES AND 5/S5 FOR STRAPPING ALTERNATIVES. U Q W
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1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST _
�/�/ O W J
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST
EPDXY NO"I'EG' LL
EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" �7
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 1 �-
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 1 Q
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 4 ONE STORY: X= 12"WITH(2)#4 L=..
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%2' INCHES FOR 5",I�-X 5-
-----------
0
" TWO-STORY: X= 16"WITH(3)#4 d w
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEE . Z N m
FOUNDATIONS,AND %"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. ' ___. ._ __. ._- r--- THREE-STORY:X=20"WITH(3)#5 O W M U
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ------ ----- I I i 6 MIL VAPOR BARRIER �---
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: I o [--CENTER IN WALL U � o Z
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. I t C0 Q�
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. HILTI HY150, HILT[ HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. J P3/ Q
VAPOR BARRIER AND TERMITE TREATED SOIL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATI NS D 4"
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTAL IN Z
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5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, t
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% j
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF ,000 FOOTING AND SLAB POURED I'-
FOOTING. PSI AND TENSILE STRENGTH OF 2,300 PSL WITH 3000psi CONCRETE WITH
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE 3 - FINISHED = 12°-�` FIBERMESH.
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 1001
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF 51.01 TYP GRADE
CONCRETE REINFORCEMENT" 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIG TO 4 INTERIOR rIN
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 1''10" 1'-11"
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., 5'-6" 3'-6"- - -' ;; o
LAITANCE, DUST, DIRT,AND OIL. I I=` ;
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. _ - _ 6 MIL VAPOR BARRIER OR
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE ------ --
EQUIVALENT WATERPROOFING >
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", I BETWEEN COMPACTED a Q o
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN IVE �` -- SUBBASE AND FOOTING/SLAB o v ¢ o
WHICHEVER IS GREATER. YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS I 14 L- -----
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE a ifl D FOOTING, PER PLAN
9. CORNER REINFORCEMENT SHALL BE LAPPED 25". TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSA_TO co _
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; DO THE WORK. �-- v r--------
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH i� I I o R E C E t7 S SECTION
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER SHEATHING NOTES L-�� 3/4"= V-0"
10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY BASE PLATE. SEE
REINFORCEMENT. FOR WALL SHEATHING: ►n DETAIL 9/S3.01
1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN N r------------- --
11.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. __\. I -- j
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS '` t--
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. AT 6"O.C. ON EDGE, 8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. Z
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12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF FOR ROOF SHEATHING: - -- --- ( VERIFY EXISTING OR Co
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STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN -- L -
INSTALL INTERIOR -
7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. I FOOTINGS AS SHOWN. J
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH I I 8" -X 8�� 6 MIL VAPOR BARRIER OR EQUIVALENT Q
STEMWALL MUST BE FILLED. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO F ELD I I WATERPROOFING BETWEEN COMPACTED
14. CONDITIONS, BLOCK PANELS AT 12"O.C. 3 I ( SUBBASE AND FOOTING/SLAB
FRAMING NOTES FOR FLOOR DECKING:
Piv S1A1 ONE STORY: X= 12"WITH(2)#4 Z
1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT ESS I I TWO-STORY: X= 16"WITH (3)#4
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING THREE-STORY:X=20"WITH (3)#5
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6' O.C. ON EDGE, 12' O.C. IN FIELD.
CONSTRUCTION. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24' AND I I O
MINIMUM 3/4 THICKNESS. C , I INTERIOR BEARING FOOTING �-�-
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. �„
LOAD TABLE
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE -
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER -------- -------- --------- t---- ---- -I--- ------�
ROOF: r R1
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. LIVE LOAD: 20.0 PSF I A I I I i 8"THICKENED EDGE WITH(1)#4 coo m � M L
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE DEAD LOAD: 7.0 PSF I I I I ( 12"#5 BAR AT 48"O.C. C m ^ LO 04
-
TREATED. CEILING "' I I 5 I I 5 I EXISTING SSB � "0 G h = a cai
;.�` tri i7i 6 m m
LIVE LOAD: 10.0 PSF L A I S1.01 ( I �01
I Q .fl U) _0_0
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. I I I 1 1 m 0 p `o `o
LIVE LOAD-STORAGE: 30.0 PSF -------- t i I S1.01 t S1.01
DEAD LOAD: 5.0 PSF - "� "'� -y� "
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. I I 1 I l [ Eli
FLOOR: COMPONENT AND CLADDING I
CONTRACTOR I I ► M z o f3
7. DIMENSION LUMBER B I DETERMINE CURB HEIGHTS. I I ( ( - C7 -iCj 04
LIVE LOAD: 40.0 PSF �+ �" �- m ( w CO
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 10.0 PSF DESIGN PRESSURES ( ( I I p p ®°I
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. I I I I 6 6' - ' °
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH DECK LIVE LOAD: 50.0 PSF ��1 2 =_f
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF EFFECTIVE INTERIOR ZONES I I I I �'',' / -- - " 0 U
WIND LOADS: AREA, SF END ZONES, PSF PSF ( I I t /, � i El �` '0 "t"I axi m
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RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND I i I t - I �,i ; ' " �� � a = o
WIND SPEED: 130 MPH PIN 2 0 = _ r, > °0
LENGTH PER THE DETAILS. I + o a) o v
EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 P I S1.01 I I I ('� +� N o (a N
IMPORTANCE: 1.0 N v v
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BUILDING CATEGORY: II 2p-50 22.9 -28.$ 22.9 -2 i.3 N I I I I N = t 117 M -`o rn
BELOW: _ I I I i
" ENCLOSED BUILDING: ••jy
PIN " E`.
INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 I 1 I I S E CT I O N � �`` ��� �,
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8d=0.131 x2-1/2 _ I I ( t .� .••
COEFFICIENT: 0.18 I I 1" � _ 1 � ��`��•,•' �,`CF/�S',
10d=0.148"x 3" ROOF PITCH: MATCH EXISTING =100-200 20.8 -24.4 20.8 -22.9
P 14�� I62 j 4 3/4 - 1-0" ••
12d=0.148"x 3-1/4" w
16d=0.162"x 3-1/2" I ' 3.. I pi,
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13-44 13'-4;1"4 10.0
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN I I I I FEB 4 2016 1'-
AND/OR THE FOOTING DETAILS SHEET. I t I I y' •• RI ®•��Q'n
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. . I t 2 I _
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S1.01 ; ; S1.01 I _ FOUNDATION PLANaF '� 28
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8"x8"THICKENED 7-8 2-6- 9'-0' 4'-11" 91-01, 2'-6-' T (1)#4 CONTINUOUS GE WITH �,,� #5 REINFORCEMENT, DRILLED AND EPDXIED USING
" 2SIMPSON SET ADHESIVE. MINIMUM EMBEDMENT INTO
EXISTING AND PROPOSED FOOTINGS IS 6". MINIMUM
35'-8" g 18"x18°x12"DEEP FOOTING EDGE DISTANCE OF REINFORCEMENT IS 3". MAXIMUM
WITH(2)#5 BARS EACH WAY HORIZONTAL SEPARATION OF BARS IS 48 S1 , 01
1 30"x30"x12"DEEP FOOTING
S1.01 fl WITH(3)#5 BARS EACH WAY
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This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which itwas prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
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FRAMING NOTES AND LEGENDca
4 - TOP AND, BOTTOM PLATE MATERIAL: 2x No.2 SYP UNO. w
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STUD MATERIAL: 2x No.2 SPF, UNO_ o w
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HEADI_RS. p
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, Z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X �; W v
W8X67 1 ' 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO = z m
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z O U -1 w
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�-EXISTING(2)2X10 WOOD s THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O > U) M
�a HEADER NOTATION IS: fn w Z W In 0)I BEAM. FASTEN TO FILLER - - � �; v o � o w w
WITH LUS210-2. € I w o 0
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7 --- i � ,'' �- ( NUMBER OF PLIES IN HEADER
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NUMBER OF KING STUDS
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EXISTING 2X10 WOOD o 11-
JOISTS AT 16"O.C. FASTEN �! ,I NUMBER OF CRIPPLE STUDS W 0 0 0
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SIZE OF DIMENSIONAL LUMBER cn Q
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SHEAR WALLS: ; o
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ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
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ARE NOTED ON THE PLAN.
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(� STRUCTURE WILL BE CLASSIFIED AS INTERIOR p
(2)2X10 2:1 -_ i -_- N 6 " ZONE. SEE"COMPONENT AND CLADDING DESIGN
PRESSURES,"ON COVER SHEET.
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Q i - -_- --- - S3.01 GABLE BRACING LOCATION.
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C 4 " VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
--- ----- - ------- -- -' = A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH(2) MSTA24. FASTEN STUD GROUP TO FOOTING W
- -__ - WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
---- - - _
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€ S3.01 ! ' q �� -� _ WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. 7
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c PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
�g�� 4 S3.01 B WITH(2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
-j iO j NAILS IN ALL HOLES.
(2)2X10 2:1 S3.01 L.L
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4
2x8 NO.2 SYP LEDGER
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Opti 4 C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4"WOOD
= SCREWS
(2)2X6 1:1 �} 2 5 5 5 • FASTEN TO BAND BOARD WITH (3)ROWS OF 1/4"X4"WOOD
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S3.01
S3.01 S3.01 S3.01 ,,' SCREWS AT 16"O.C.
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FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
(2)2X6 1:1 APPLY 2X10X14'TO EACH SIDE OF EXISTING JOIST. FASTEN
q 4 2 D D ''? O TOGETHER WITH (2) ROWS OF SDS25412 SCREWS AT 12"O.C. 00 C14
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S3.01 S3.01 STAGGER SCREWS EACH FACE. LO N
(2)2X6 1:1
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DECK JOISTS ARE 2X12 AT 16"
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ON 53.01 S2 , 01
EACH FIRST LEVEL WALL PLAN SECOND LEVEL WALL PLAN ��
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2 OF 3
This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consui ing,Inc.,shall be without liability to Alexander Grace Consulting,Inc.
EDGE OF ALL THREAD WASHER MUST BE
WITHIN 3"OF THE HEADER KING STUD,TYP
BOTH SIDES OF OPENING.
3/4 PLYWOOD DECKING FASTENED TO
JOISTS WITH 8d RING SHANK NAILS TOP PLATE TO HEADER:
w
AT 6"O.C.ON EDGE, 12"O.0 IN FIELD. TOP PLATE TO GARAGE HEADER SSP AT 16"O.C. o w
CONNECTION: SIMPSON SPH AT 24"O.C.
WITH (12) 10dX1-1/2"COMMONS. EXISTING TOP PLATE TO � z z
0 0 0 0 REMAIN. F O
71
Z d
RW
1 •• v
2x12 DECK JOISTS AT 16"O.C. FASTEN • 6 0• . E z O m w
EDGE OF ALL THREAD WASHER TOP PLATE TO KING STUD CONNECTION: (2) z o
TO TOP PLATE WITH H2.5A. U W w w N
MUST BE NITHIN 3"OF THE 1 SIMPSON SPH WITH (12) 10dX1-1/2" o a o w lw ci ch
HEADER KING STUD, TYP BOTH COMMONS AT EACH END OF HEADER. "- w p p
KING STUDS TO TOP AND v p p w w
SIDES OF OPENING. a o o cn w Z w D U)
o BOTTOM PLATE WITH SSP. o � Q > >
(2)2x6 NO. 2 SYP TOP PLATE
FASTENED WITH (2) ROWS 10d AT 16" NEW HEADER. SEE PLAN FOR
O.C. STAGGERED. MINIMUM 24"LAP GARAGE DOOR HEADER.SEE FRAMING SIZE, KINGS AND CRIPPLES.
WITH (12) 10d IN LAP. PLANS FOR SIZE AND PLIES. ul U') u) m (o
CRIPPLES TO HEADER: "' N o
j MSTA18 WITH(6) 10d IN W o o 0 0
NO. 2 SYP HEADER,TYP. SEE 1 HEADER, (8) 10d IN CRIPPLE v> p
3/8"ALL THREAD CONNECTORS. SEE PLANS FOR SIZE, PLIES,AND j _p
ALL-THREAD NOTES FOR j NUMBER OF KINGS AND CRIPPLES. G-
INSTALLATION SPECIFICATIONS, E FASTEN ADJACENT STUDS W/(2) ROWS 10d �' I w z N � v �
SPACING AND EMBEDMENT. ! I ! " "
E I �-
COMMON NAILS @ 8 O.C., STAGGERED. I �
FASTEN 7/16"OSB TO EXTERIOR OF
I RETURNS&ABOVE DOOR W/8d @ 3"O.C.
ON EDGE, 12"O.C. IN FIELD.
FASTEN 7/16"OSB WI 8d @ 6"O.G.ON !
I i ( '
EDGES, 12"O.C. IN FIELD. V
KING STUDS&CRIPPLES: (6) 16d E
BETWEEN ADJACENT KING STUDS Z
AND CRIPPLES. z
} PAHD42 FOR GARAGE HEADER CRIPPLES. Z
2x6 SPF STUDS AT 16"O.C. I ALL HOLES FILLED WITH 10d NAILS. ® 0 M
M
Q N
III
2x6 NO.2 SYP PT BOTTOM PLATE. PLACE 1/2'ANCHOR BOLTS PER GARAGE SLAB
U W
APPLY 1/2"ANCHOR BOLTS AT 6'O.C. 1/2'X6' TITEN HD SCREWS NO O
W LL
WITH 6"MIN EMBEDMENT,AT EACH ( THE TYPICAL WALL SECTION. FURTHER THAN 3"AWAY
SIDE OF BOTTOM PLATE SPLICES. j FINISH GRADE FROM CRIPPLE STUDS. �-- W = U
W
i m
CONTRACTOR TO VERIFYW
M U
- U _
0
O ~ a Z
SEE FOUNDATION PLAN FOR I
14
r
,
SPECIFICATIONS. = I -' I — I a n `� t EXISTING FOOTING TO F-
-1i1 i W
Q
REMAIN
1 a n
Lij
I _ _ i i i s�_I � �— s� I. __Ij i_ ___ S -__. ____i i—� —.. _ -. __ �."..--,—.--•—'
,
k
i---
_..-- , ,----,
-,- � �—
_ _ I
,
I -! II_
I -V
i
F jl t
1 GARAGE DECK SECTION 2 TYPICAL HEADER FRAMING DETAIL, 3 TYPICAL GARAGE OPENING DETAIL 4 HEADER FRAMING DETAIL
3/4"- 1-01, 3/4"= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0" o
N
NOTES N � r
>
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL @ c9 00 n 0 m o
CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. o v ¢ o
VJ
J
BUILT UP (3)2X10 JOISTS. FASTEN TO
SSP AT 24"O.C.WITH ALL HOLES
---- -- -- FILLER WITH LUS210-3.
FILLED WITH 8d NAILS. s__e.- --
EXISTING T'DECKING. REPLACE WITH 4" Uj
PLYWOOD, FASTENED WITH 8d NAILS SEE PLAN FOR BEAM SIZE Q
AT 6"O.C.ON EDGE 12"O.C. IN FIELD
EXISTING TOP PLATE AND ___-__._._ , IF
NO.2 SYP HEADER,TYP. SEE
- I WALL FRAMING.
NEEDED. '
_ ----- -_ "- — PLANS FOR SIZE, PLIES,AND - (4) 1/2"THREADED STUD v
NUMBER OF KINGS AND CRIPPLES. I EXISTING 2X JOISTS. FASTEN TO FILLER FASTENING BOTTOM
. . o I ; • - WITH LUS28. FLANGE TO BASE PLATE.
EXISTING HEADER
Q
i NEW W8X48 STEEL BEAM. (2)2X8 7"x12"x1/4"PLATE,WELDED TO
FILLER WITH (2) 1/2"THICK PLYWOOD COLUMN BELOW AS SHOWN.
CRIPPLES TO HEADER WITH
j I FILL OPENINGS WITH 2X4 FLITCH PLATES. FASTEN FILLER TO
I
MSTA18 WITH(6) 10d IN HEADER,
NO.2 SPF STUDS AT 16"O.C. STEEL WITH(2) ROWS OF 3/4"BOLTS AT - -- 3.5"STEEL COLUMN SUPPORT.
{ (8) 10d IN CRIPPLE
FASTEN TO 12"O.C.STAGGERED.
i HEADER/FRAMING ABOVE
AND BOTTOM PLATE BELOW STEEL SECTI N WITH FL fo: % BEAM TO COLUMN
WITH(4) 10d TOE-NAILS. O OO 00 N
C: CID
1-1/2"= 1'-0" - Cl)
LO C14
� tw
' WHERE DOORS/WINDOWS JOB Cv Y MM
ca KING STUDS&CRIPPLES: (6) 16d '-!, EXIST, USE 2X4 BUCK. r e,, C: 'r-2-
dao i o
i BETWEEN ADJACENT KING STUDS FASTEN EACH END WITH(4) �m, n „ ,.. U w w
? AND CRIPPLES. ; 10d TOE-NAILS. o
1 C
EACH IMS,
04 Cq
Cn
to m �
2X4 PT NO.2 SYP BOTTOM
U
PLATE. FASTEN TO EXISTING `___ �__ (D � a
1 j � SLAB WITH 1/4"TAPCONS AT -- - - Q in
to 72 = o
W8 STEEL. SEE PLAN FOR CTU i o 00o
N SIZE. Co to N
j ALL CRIPPLES AND KINGS TO 6"O.C.
BOTTOM PLATE BELOW WITH SSP. s EXISTING 2X10 JOISTS AT OU co t6 �
16 O.C.AND EXISTING
1/4" (2)2X10 HEADER mss...
WALL FRAMING.- 1 1„ 14" _ _— _-___ - ----- SHIM WITH SYP OR
®� •�C� '
I 4
PLYWOOD AS NEEDED. ��
72 ® �.
10"x10"x3/4"THICK L
— Z'5104 rFh Ano ® • ZoBASE PLATE. s— SIMPSON WNP210-2FAST jSTEEL�TO LV TEQFWITH 2 3/8'X$ LAGn SCREWS
A
EXISTING FLOOR SYSTEM AT 16 �I�(-,_ ,__, �, ��I_, , ,v - - I l , ,. �i�► yd4L
SEE SECTION 8 FOR , « e
I O.C. FASTEN BOTTOM PLATE TO 3/16" 2-PLY 9.25 G-P LAM
I
COLUMN/BEAM FASTENING. NEW r-14-15
I BAND BOARD WITH 15"CS-16, 9"ON I l- — i�l i I-1i i I I— $ z I LVL ,
BAND BOARD,6"ON BOTTOM �I�--10"
---- -_
PLATE. FILL ALL HOLES WITH 10d 13/16"0 BOLT HOLE Sheet No.
NAILS. (TYP 4).
Fl:::
HEADER FRAMING DETAIL WALL FILL DETAIL. BASE PLATE DETAIL BEAM TO COLUMN BASE PLATE DETAIL
5 69 10 1-1/2" 11-1311 11 S3 , 01
3/4 - 1-0 3/4' - 1-0 1-1/2 - 1-0 1-1/2 - 1-iD "
3 OF 3
This document,together wlth the concepts and designs presented herein is intended only for the speck purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be wdhout liability to Alexander Grace Consulting,Inc.