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312 4TH ST - REVISION DWGS GENERAL NOTES ALL-THREAD NOTES0- I ¢ 0 0 0 0 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT V O.C. IN ALL BEARING _..._..----------- EDITION,ACI, NDS,APA AND ASCE?-10. C7 (7 C9 C7 WALLS, UNLESS NOTED OTHERWISE ON PLANS. cc (D 0 0 0 2, THE DESIGN CONTAINED HEREIN WAS PERFORMED UNDER THE WORK AREA COMPLIANCE W 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE FORMED AND POURED PERIMETER CURB. `- METHOD DESCRIBED PER SECTION 101.5.2,2010 FLORIDA BUILDING CODE, EXISTING EDITION. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. ! o W 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 INTERSECTION OF Q p ALTERATION, PER CHAPTER 10,2010 FLORIDA BUILDING CODE, EXISTING EDITION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: FIBER REINFORCED CONCRETE SLAB,4" { THICK UNLESS NOTED OTHERWISE ON w U 4. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) i PLAN' a) w OJ CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) C. PLACE CORNER RODS FINISHED z � Z m w _ _ 0 w w 5. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO GRADE o a o j W (0 D. PLACE ALL OTHER RODS. COMMENCING CONSTRUCTION. ao m W w W 6. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY z o ¢ 0 > THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH !_ 6 MIL VAPOR BARRIER OR EQUIVALENT a Q UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. I i� - WATERPROOFING BETWEEN COMPACTED OTHERWISE ON THE PLANS. SUBBASE AND FOOTING/SLAB 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. r - _ 7. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE { + X 6" m OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. - ONE STORY: X= 12 WITH (2)#4 SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: i--i G z TWO-STORY; X= 16"WITH(3)#4 w o o 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 m p 7"-EXTERIOR WALLS, STEMWALL FOOTING z 8"-MASONRY WALLS 1 CURB DETAIL 8. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, > o THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, %7 ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN NO CHANGES TO UNIT 312 3/4"= z N M v WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. THEIR RESPECTIVE DETAILS ON THIS SHEET. FIRST LEVEL BEARING 9. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL WALLS OR FOOTINGS. 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. NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, TIS 3/8"ALL THREAD CONNECTORS. SEE INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) OW ALL-THREAD NOTES FOR INSTALLATION 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 1/2" ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. EMBEDMENT. Z MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 2x6 SPF STUDS AT 16"O.C. Z CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS Z RESPONSIBILITY OF THE CONTRACTOR. 2X6 PT N0.2 SYP BOTTOM PLATE. ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM O M CONCRETE NOTES OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIO14S 3 SEE PLANS FOR CURB HEIGHT M AND 5/S5 FOR STRAPPING ALTERNATIVES. ~ Q W M 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST �/�/ r �+ d _ U W J EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EPDXY NOTES °' O u- EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" Z F_ U 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 1 I- t1J 2 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 14 ONE STORY: X= 12"WITH(2)#4 (n W CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1%2' INCHES FOR 5" X 5" TWO-STORY: X= 16"WITH (3)#4 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINES . Z N m FOUNDATIONS,AND Y4'FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. THREE-STORY:X=20"WITH (3)#5 W r- U r---� _ _-.- �.__._._.. _-___J 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE _--_-�____�__: ( I 6 MIL VAPOR BARRIER U z Z ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: I w] i---CENTER IN WALL 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. co HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. L - q3/ F- 4. 4" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND TERMITE TREATED SOIL. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATt NSD 4" AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTAL IN 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, ACCORDANCE WITH APPLICABLE SAFETY LAWS. COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 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 FOOTING. PSI AND TENSILE STRENGTH OF 2,300 PSI. 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/$" GREATER THAN THE FIBERMESH. CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 3 FINISHED = 12"- c 40" FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF S1.01 TYP GRADE e M CONCRETE REINFORCEMENT" 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 4' INTERIOR G INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 1-10 �, 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., LAITANCE, DUST, DIRT,AND OIL. oe 5'-6" 3'-6'' I AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. - # - MIL VAPOR BARRIER OR � .. .. � 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE EQUIVALENT WATERPROOFING Y > 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", r , -1 { BETWEEN COMPACTED 44) CL ro MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE ' --J SUBBASE AND FOOTING/SLAB o v ¢ o WHICHEVER IS GREATER. YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN HIS 14 L- ----- PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE Z+? D FOOTING, PER PLAN 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSALTO - DO THE WORK. r-------- ('� 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; I o ( I RECESS SECTION 10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH iv I -- 10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER SHEATHING NOTES L-J � - 3/4 = 1'-0" 10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY BASE PLATE.SEE I REINFORCEMENT. FOR WALL SHEATHING u� DETAIL 9/S3.01 I 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS THAN N r--------------- 3 ^^ 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 - - - ► 1.1. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE 2. 5116" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS 4---------------� 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. N v Z 12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF FOR ROOF SHEATHING __ 1 ' ®_ - ( VERIFY EXISTING OR 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. 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 8' _X 8„ 6 MIL VAPOR BARRIER OR EQUIVALENT STEMWALL MUST BE FILLED. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD WATERPROOFING BETWEEN COMPACTED 14. CONDITIONS, BLOCK PANELS AT 12"O.C. 3 I i SUBBASE AND FOOTING/SLAB 70 FRAMING NOTES FOR FLOOR DECKING: civ 51.01 ONE STORY: X= 12"WITH (2)#4 L 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 THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. o' I I THREE-STORY:X=20"WITH (3)#5 CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 2 USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND ► I O CONSTRUCTION. MINIMUM 3/4'THICKNESS. C 1 IIN U_ 3, 4 INTERIOR BEARING FOOTING 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. L_J 7'-04 3 1 0 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LOAD TABLE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER F---------- I--------- ----------{ I---- -----L-- ----- i OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF: I I ( I 8"THICKENED EDGE WITH 1)#4 00 N LIVE LOAD: 20.0 PSF `"(0 DEAD LOAD: 7.0 PSF I I I I I ( rn m 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE A 12"#5 BAR AT 48"O.C. w TREATED. in I I 5 ( I 5 I EXISTING SLAB = 0-0 CEILING: I S1.01 I I S1.01 I � a s LIVE LOAD: 10.0 PSF L A 1 1 = _o_o 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. I I I o LIVE LOAD-STORAGE: 30.0 PSF -------- I ( I S1.01 I S1.01 U '� DEAD LOAD: 5.0 PSF a) 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. FLOOR: COMPONENT AND CLADDIN , f r ,f CONTRACTOR TO ( I I t., N 7. DIMENSION LUMBER B I DETERMINE CURB HEIGHTS.LIVE LOAD: 40.0 PSF 1 I I fi _- M 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS DEAD LOAD: 10.0 PSF DESIGN PRESSURES I I I I 6" 6" f -; c " 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. I I I I � , { (a DECK LIVE LOAD: 50.0 PSF �� { {-; ; �/� axi a 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH I ( ( I �/ ON EFFECTIVE INTERIOR ZONES, I '� E I '= m o SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF END ZONES, PSF I I I I I i -� I- Q in WIND LOADS: AREA, SF PSF '/ I ( { I I f3P# v °' o RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND =�N I 2 I I I o _ / 1 ! _{ M 00 LENGTH PER THE DETAILS. WIND SPEED: 130 MPH I 1 f I {-� , - p�'(E t if o m o EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 I 51.01 1 I ( N -�� o 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED IMPORTANCE: 1.0 I I I I SIGNS® O M BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3 I I I I BELOW: o �•A�N ENCLOSED BUILDING: SIN COEFFICIENT:PRESSURE 0.18 50-100 21.6 -27.2 21.6 -24.0 I I I 1„ I �✓E CT I O N FF COPY .Y 8d=0.131"x 2-1/2" `7 OFFICE =0.148"x 3" I ( I I 3/4 - 1-0 �� •• `BENS 12d=0.148"x 3-1/4" ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 14" 1 2 1 4 16d=0.162"x 3-1/2" & 3., I 13-44 I I 13-44 1 REVIEWED FOR CODE COMPLIANCE _ N 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN I I ( ( CIT' OF ATLANTIC BEACH •:� AND/OR THE FOOTING DETAILS SHEET. 1 i I I I I SEE PERMITS FOR ADDITIONAL 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 1 I I i REQUIREMENTS AND CONDITIONS 2 FOUNDATION PLAN I I S1.01 I _ REVIEWED RY: � DATE: /\ Sheet No. 1„ " " - 2'_6�" (1)#4 CONTINUOUS 8"x8"THICKENED GE WITH \ C / SIMPSON ET ADHESIVE! MINIMUM EMBEDMENT INNTO 7-8 2-62 9-0 4-11 . 9-0 2 EXISTING AND PROPOSED FOOTINGS IS 6". MINIMUM 35'-8" g 18"x18"x12"DEEP FOOTING EDGE DISTANCE OF REINFORCEMENT IS 3". MAXIMUM ■ o (D WITH (2)#5 BARS EACH WAY HORIZONTAL SEPARATION OF BARS IS 48". S1 1 30"x30"x12"DEEP FOOTING 5 � WITH (3)#5 BARS EACH WAY 1 OF 3 This document,together with the concepts and designs presented herein is intended Doty 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 without liability to Alexander Grace Consulting,Inc. �01 ❑ C7 O O O a. C7 C7 U (7 _ 1 .__ -- _ �, � --, FRAMING NOTES AND LEGEND '1 i � s _ _� TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w t STUD MATERIAL: 2x No.2 SPF, UNO. w o � II 6 6 ❑ s3. 1 HEADERS: Q o � S3.01 0 � ; ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z 1 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 2 w o L: 3.5") COMMON NAILS AT 12"ON CENTER. USE OSB SHIMS AS NECESSARY TO J f MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS W. SEE z p W d ( _ O W W THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a o W w c~i) HEADER NOTATION IS: w Z ❑ ai j r - NUMBER OF PLIES IN HEADER a Q " 11 NUMBER OF KING STUDS ., (2),2x6,2:1 r ; N 7 N r- ' i L NUMBER OF CRIPPLE STUDS W o o o 1 SIZE OF DIMENSIONAL LUMBER fn Z O ❑ 3 SHEAR WALLS: U' r ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z NCn 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 ARE NOTED ON THE PLAN. 5 . F' ( S3.01 / SHEARWALL LOCATION (2)2x6 1:1 S�p/ _./././S� U SEE DETAILS FOR FASTENERS Z v SHEET NUMBER O O ch n M DETAIL NUMBER �-- ~ t- N -- --- - - --- - — SHEAR WALL DESIGNATION o W _j -- -- i H 4 PORCHIGLULAM BEAM Z U) _ �..- W I U S3.01 U) W j HIGH UPLIFT DESIGNATION. Z W N fl # O M { k a -$-- - _ U z ------ --- - - - - _ O - - ST-# DETAIL NUMBER M Q (2)2X6 1:1 TMP I SHEET NUMBER W X V Q -- - W ...-k _mss=— ' _ Z TRUSS/BEAM LABEL �y --- ~ - LL UPLIFT CONNECTION (2)2X10 2:1 5 6 5 S3.01 INTERIOR BEARING WALL 7 I -- : 6 S3.01 I _. 53:01 S3.01 b O 1-STORY THREADED ROD LU W 12X30 THREADED 2-STORY Ln AD D ROD •- o NA �! a N - - — / DC7 nC7 vC7 d 4 INDICATES GLAZING CLASSIFIED AS END ZONE. v o 0 o ALL OTHER GLAZING LOCATED ON EXTERIOR OF o ¢ o STRUCTURE WILL BE CLASSIFIED AS INTERIOR (2)2X10 2:1 i -----------_ N 6 I „ ZONE. SEE"COMPONENT AND CLADDING DESIGN v V �01 PRESSURES,"ON COVER SHEET. a vv Z 0 —._ g __ t 5 00 S3.01 GABLE BRACING LOCATION. , i C iF t Z N - _ = = WJ E I V C \� VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF / /1 - - - A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO L1� ! STUD GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS S3.01 q �.�o WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. - _ -- - -- : _ - PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST 5 - 53.01 I ( ) WITH (2)MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d k O� 4 I �/ NAILS IN ALL HOLES. (2)2X10 2:1 S3.01 2x8 NO.2 SYP LEDGER ' v"` 4 _ :__ C • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4"WOOD 2 - ( SCREWS LL (2)2X6 1:1 5 5 5 • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD S3.01 Vol S3.01 r V-01 SCREWS AT 16"O.C. D I f ?i FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING ------- __-- ._ _ _ __ __ _ WITH 10d NAILS AT 3 O.C. (2)2X6 1:1 APPLY 2X10X14'TO EACH SIDE OF EXISTING JOIST. FASTEN Co 04 CA 4 2 D D TOGETHER WITH (2)ROWS OF SDS25412 SCREWS AT 12"O.C. M LO S3.01 S3.01 (2)2X6 1:1 STAGGER SCREWS EACH FACE. w Q (2)2X12 aU RAISED BEAM 75 W -1°a a C: L.a p o0 V U_L 1 (2)2X12 Vol 1 B RAISED BEAM q S3.01 to" M P NN J "p lL C: DECK JOISTS ARE 2X12 AT 16" X m Q O.G. BLOCK JOISTS AT LAP. <n `d LO r (7 C T 1 N y N co 7 M 1A, S3.01 Sr.( S3.01 1 S3.01 :' ry�p r 28 G �• JoIL GE OF 1�\\; (2)2X10 3:2 (2)2X10 3:2 �3 -_=- ------ i Sheet No. 3 3 S3.01 53.01 1 S2 , 01 S3.01 _ FIRST LEVEL WALL PLAN SECOND LEVEL WALL PLAN 1/4"= 1'-0" OFFICE COPY 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 Consulting,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. m 3/4 PLYWOOD DECKING FASTENED TO JOISTS WITH 8d RING SHANK NAILS TOP PLATE TO HEADER: o w AT 6"O.C.ON EDGE, 12"O.0 IN FIELD. TOP PLATE TO GARAGE HEADERSSP AT 16"O.C. o w CONNECTION: SIMPSON SPH AT 24"O.C. " WITH(12) 10dX1-1/2COMMONS. EXISTING TOP PLATE TO "' -- " `- ZZ REMAIN. Z Q _ __... -– — - -- W 0 2x12 DECK JOISTS AT 16"O.C. FASTEN E z O m TO TOP PLATE WITH H2.5A. �— EDGE OF ALL THREAD WASHER TOP PLATE TO KING STUD CONNECTION: (2) ° z o v 3: w w MUST E WITHIN 3"OF THE SIMPSON SPH WITH(12) 10dX1-1/2" o a O w � HEADERKING STUD,TYP BOTH COMMONS AT EACH END OF HEADER. v SIDES F OPENING. °° °° �— to W Z w U)KING STUDS TO TOP AND o jr o W BOTTOM PLATE WITH SSP. wo W Q o > a W (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. rn u) to o \ N •�— N— CRIPPLES TO HEADER: N o MSTA18 WITH (6) 10d IN o 0 0 NO.2 S P HEADER,TYP. SEE HEADER, (8) 10d IN CRIPPLE z o 3/8"ALL THREAD CONNECTORS. SEE PLANS OR SIZE, PLIES,AND j j o ALL-THREAD NOTES FOR NUMBEROF KINGS AND CRIPPLES. / I o INSTALLATION SPECIFICATIONS, FASTEN ADJACENT STUDS W/(2)ROWS 10d W z N M v SPACING AND EMBEDMENT. ! COMMON NAILS @ 8"O.C., STAGGERED. - FASTEN 7/16"OSB TO EXTERIOR OF o RETURNS&ABOVE DOOR W/8d @ 3"O.C. i ON EDGE, 12"O.C. IN FIELD. FASTEN 7/16"OSB W/8d @ 6"O.C. ON f i EDGES, 12"O.C. IN FIELD. 4 ; 6 KINGS UDS&CRIPPLES: (6) 16do Z BETWE EN ADJACENT KING STUDS AND CRIPPLES. Z PAHD42 FOR GARAGE HEADER CRIPPLES. , 0 O 2x6 SPF STUDS AT 16"O.C. ALL HOLES FILLED WITH 10d NAILS. ce) N F- Q w M 2x6 NO.2 SYP PT BOTTOM PLATE. PLACE /2"ANCHOR BOLTS PER GARAGE SLAB 112"X6"TITEN HD SCREWS NO OILL APPLY 1/2"ANCHOR BOLTS AT 6'O.C. — THE TY-ICAL WALL SECTION. FURTHER THAN 3"AWAY z U) 2 WITH 6"MIN EMBEDMENT,AT EACH I U FROM CRIPPLE STUDS. E— SIDE OF BOTTOM PLATE SPLICES. FINISH GRADE F- W CONTRACTOR TO VERIFY Z M z o SEE FOUNDATION PLAN FOR14 1— i SPECIFICATIONS. � ', _ �- t> ° l I i , p ' " ° EXISTING FOOTING TO > F- ° .; REMAIN Q _ e � --€ ' :—• � -- 1 1--! { �—i j =—i1 t—( I,I— .—i —t I ;�,' � �—� I ! r i � � f i N�/ f— - t--� k:� I _ _--� IZ • i i I'—.f i { € � : i i I 1 i V= 1 1 , GARAGE DECK SECTION TYPICAL HEADER FRAMING DETAIL- TYPICAL GARAGE OPENING DETAIL HEADER FRAMING DETAIL 3/4"= 1'-0 314"= 1'-0,. 3/4"= 1'-0" 3/4"= 1'-0" " u' N NOTES Y > 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO AD DI ZONAL ) a cano CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. o v ¢ o J I Q SSP AT 24"O.C.WITH ALL HOLES FILLED WITH 8d NAILS. -- -- -— - - BUILT UP (3)2X10 JOISTS. FASTEN �--- - —':-- -- -_---- TO FILLER WITH LUS210-3. i W ' EXISTING a'DECKING. REPLACE SEE PLAN FOR BEAM SIZE I f EXISTING TOP PLATE AND WITH 2"PLYWOOD, FASTENED _ ___ NO. 2 SYP HEADER, TYP. SEE rr i WALL FRAMING. -- WITH 8d NAILS AT 6O.C. ON EDGE, PLANS FOR SIZE, PLIES,AND 4 --- ----- ^--^- _- -- " (4) 1/2"THREADED STUD NUMBER OF KINGS AND CRIPPLES. i 12"O.C. IN FIELD, IF NEEDED. FASTENING BOTTOM ° I ° FLANGE TO BASE PLATE. is 14,r I if 4�• i I � EXISTING HEADER EXISTING 2X JOISTS. FASTEN TO z r } FILLER WITH LUS28 >>� L CIPQ I NEW W16X61 STEEL BEAM. (3)2X12 7"x12"x1/4" PLATE,WELDEDTO LL J CRIPPLES TO HEADER WITH FILLER. FASTEN FILLER TO STEEL COLUMN BELOW AS SHOWN. U. I FILL OPENINGS WITH 2X4 WITH (2) ROWS OF 3/4"BOLTS AT MSTA18 WITH(6) 10d IN HEADER, N0.2 SPF STUDS AT 16"O.C. - - - 3.5"STEEL COLUMN SUPPORT. (8) 10d IN CRIPPLE FASTEN TO 12"O.C.STAGGERED. HEADER/FRAMING ABOVE AND BOTTOM PLATE BELOW foBEAM TO COLUMN �N WITH(4) 10d TOE-NAILS. (DLq3/ C14 LO iLO C14 d U WHERE DOORS/WINDOWS ai a I I KING STUDS&CRIPPLES: (6) 16d { EXIST, USE 2X4 BUCK. p o 0 BETWEEN ADJACENT KING STUDS } J FASTEN EACH END WITH (4) U AND CRIPPLES. 10d TOE-NAILS. m � (D o N ` N 04 � N J U_ I 2X4 PT NO.2 SYP BOTTOM c� - PLATE. FASTEN TO EXISTING m a a SLAB WITH 1/4"TAPCONS AT Q m o 6..O.C. 1/> (2)2X10 HEADER s to -P a� C' N Y N ALL CRIPPLES AND KINGS TO o " � U 0 BOTTOM PLATE BELOW WITH SSP. O � ' � . . . . . . yez 72 �Id' ° �'� """ •S� •� ��� — �— ° 10"x10"x3/4"THICK, " SIMPSON WNP210-2 59 BASE PLATE. " j Z�=104 " — f € y 6 a EXISTING FLOOR SYSTEM AT 16 SEE SECTION 8 FOR ""O -- i 3/16" O.C. FASTEN BOTTOM PLATE TO t ._. I BAND BOARD WITH 15"CS-16, 9"ON i—� i --; ; —i I{ I — J` i r ' — _ COLUMN/BEAM FASTENING. t `!! L-1 r —. Am A BAND BOARD,6"ON BOTTOM �1�-10" - PLATE. FILL ALL HOLES WITH 10d 13/16"0 BOLT HOLE Sheet No. NAILS. (TYP 4). HEADER FRAMING DETAIL WALL FILL DETAIL 9 BASE PLATE DETAIL BEAM TO COLUMN - S3 , 01 _ _ o _ S3 . 01 3/4 1-0 1-1/2 1-0 1-1/2 1-0 Py 3 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 Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc.