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333 Plaza Floor Plan DwgsSILT FENCE LINE R MOPEL 4 PETACHEP SARASE i '5 -vlv "S w TOTAL LOT bl4q& 50, FTC?. Kr=LL**ie ALf=ARC RESIDENCE I&bq 50. FT19. 663 50. FTC7. PERVIOUS DRIVEWAY 1326 50. FT67. 0 50% 00, 6ARAC7E boo 50. FT& TOTAL LOT GOVERA61E 3132 50. fT6. 555 PLAZA I A. % OF LOT GOVERACf 4&% IN' g MAX. LOT COVERA6f 50% A7LANTIC 5EACH, f=L 5:2:255 li......... ... N to I arm Ne 1 4= 1 N I lmftse "AllbOw 3.12" 4.12" 5CALE: NOT TO SCALE PALM PALM 1. 12" REMOVE % PALM HOLLY BUSH ISMORAL NO 1--y\ L -j APpROVED lwl 2. REMOVE 12" 1. ALL DIMENSIONS FROM EXISTINC7WALL5 ARE FACE OF FINISH AND ALL DIMENSIONS 0 PALM FROM NEW WALLS ARE FACE Of: STUD OR MASONRY, UNLE56 OTHERWISE NOTED. 5.12" 2. WHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENENTRATION5 IN a$ -TO-REMAIN FLOORS, WALLS, GEILIN66, ETC., PATCH SUCH PENETRATIONS AS 14. 6" NEH— PALM EX15TIN& :)ETACHED C7ARAC7E REGIUIREV TO MEET ORIC71NAL FIN15H AND PROTECTION. PALM 0 N01m: 4 OUTDOOR LIVINC7 12. 6- NEW m Q (z NEW 6ARA6E SHALL Elf 100% AREA 0- PALM 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE TREATED. Q 6UTTERED W DONN SPOUTS IPED TO RETENTION A ZEA 00 9b (0. 12" 13. a" NEW CYPRESS fp)l—*WL LIMEND PALM 1.12 (u A 10. 12" PALM BUILDIN67 SECTION DE -51 C-7NATION SHEET WHERE SECTION 15 FOUND 11. 12" PALM PALM 6.121, Al IN REMOVE 12' DETAIL OB16NATION SHEET WHERE DETAIL 15 FOUND PALM NEW PERVIOUS G 9NG. 5TEP5 11'-0" X 20�-Ou DRIVEWAY RETENTION AREA W b"DEEP WALL SECTION OR ELEVATION DESI 67NATION SHEET WERE ELEVATION IS FOUND ROOM VE5169NATION - SEE FIN15H SCHEDULE OVERFLOW IN SWALE TO STREET DOOR NUMBER DBI65NATION SEE DOOR SCHEDULE CID CYD 2' -Om DATUM POIN4, ROM EX15TIN67 FINISH FLOOR LEVEL, UNLE55 OTHERWISE NOTED. rAr-1 "X cyD r j. C:j M LIST OF C�RAAIN65: 1� N 15TORY FRAME VINYL5IDINry I COVER SHOOT SITE PLAN 1-4 1) v"i Al FLOOR PLAN wol� ELEVATIONS T '9A CYD SILT FENCE LI --o- 0 TO AN c� RI%O �PLAN COVERM TII F NALLS'ECTION MLEC. ZAL PLAN TILE LANDSCAPE STEPS APPROVED RE YqiNooyq r-LASHINS PeTAILS PRTABLE PUBLIC WORKS TOILET (OAPPROVED DENIED < NOT APPLICABLE TO DEPT Rr-VISIONS 21� 311b . . . . . . . . . . Ao 50.00, (m) 2/23/0 CLIENT SIONATLM PLAZA 212511b Sl OM PLAN 5GALE: 1" 10'-0" MAR 3 2018 MATS: TMW PLAND ARZ INORTM EXCUSIM We OP 1411"M INK POSION AND ARE NOT To m Rmpmopucalp Ilia a xa �x a:.: '•, ,,.,,�, s�xv '"w. '.:� a ,r.;'�4„�fJ �'°3.,, ,a ""s ,. :-�,,, ,�aw"r .,�»;s ;� ..;.: xFa: 'II I � a � k I ;.i ,�.r a„x,,. .L, r:� ,.x r w-.#. .�;;'.;. tn, a,,..,au... w�Y;,;'.. .: � � ,' ✓,�,n, 'r , ,; ,c, r�'i �.,. �„ z'•x.,.s:�x r „?�` xt ta' .�+.rxx,. ;.a,., ,: .,._... ,,,,:;' I ««�� II �I I I fl ,.,., T INE SILT FENCE L R MOVEL 4 VETACHEC� xt �i wx I I I kv I � r- _ - '-� ., k.. sem. r.,�'... � , �. ... .`•3 1 ...,,.., ':r, � . ,��aa✓. � S. ,r �7 '. „°^^ I , 'a. ms,: �. ... z ...Stt., ,ter, a' s r I li t., t I�I I� .. W':' �x y� V .._n, 4q8 5Q. FTG. TOTAL LOT b II I I ...,.....,, , i:a •F... ,. F t .r /,,,. S.v.. t wr,... „--`•ma..r,� w.w ..:s. {. `; kt ,4 a,., .. w ; , a. „k, � ., „a,,. w.. , .,.. d. «�... I y .,. RE51 DENGE IBf?a Sa. FT69.Kr=LL**Ie ALfEEARC I PERVIOUS DRIVEWAY 1326 SQ. FTG. ®SOSK bb3 SQ. FTG. -.600.50. FT&. Iy I I i I I ..... ",. .. . zx.....s, .r ter.. ,..a... ...,. A... r.,.. ,�z. ,.... I TOTAL L T COVERAGE 3152 50. FT6. 555 PLAZA r, I r I s ,.:;., ,.. � xr,�'a''S„ar:. � a.ro'�.. �s ,.. ;:.x ;�' :, .�„,� a eu t �.� ; r,M:•xrs. wks'� „� S5 OF LOT COVERAGE 48% iry I MAX. LOT COVERAGE 50% I , I ATI ANTIC 5EACH, I=L 52255� . I s� Iti ��l:► "v�'r'�s' •... :�: r'"r ,,.e. Es�,.•, e t I ntk_: .'� o'�' r?•.,'., , 4 ...v .«..., L's� k;. i<,:. =.r G:,. 's•, .-s t,,, r�,.'. � ""u...x<. ,x ,,,...,. a � ,: Y €x ff. a �t �, -?+. .~�� ap;:..'r. � �,.",,. ,,., I AN R, «. I : I II I I ,:. ._ ,.. .., .. ads sk ,.�- .- :".,.<. .:. .a .. ,x. .. �,• �,;, ,.,,:. N�n or= Ne 1 G-11 1 ITV SCALE: NOT TO 56ALE 3.12" 4.12" 5•-O” PALM PALM „o REMOVE: (3) ,... PALM p HOLLY BUSH o. I I NOTES: AWOL O 4 N 2. REMOVE 12" S B.RL.0 I. ALL DIMENSIONS FROM EXISTING WALLS ARE FAGS OF FINISH AND ALL DIMENSIONS M � PALM — — — — FROM NEW O WALLS ARE PAGE OF STUD OR MASONRY, UNLESS OTHERN15E NOTED. .E-► U 5.12" 2. WHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENENTRATIONS IN PALM EXISTING -TO REMP�IN FLOORS WALLS GEILIN EX., PATCH U i., 14.8" NEW DETACHED GARAGE T _ 65, .,SUCH PENETRATIONS A5 REQU RED O ET OR 6 FINI ME INAL 5H AND PALM „ PROTECTION. x AL 1�tOT�. � ouTDooR uVING � 12.8 NEw Q M 0 AREA '-' PALM 3. ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED. ►-� O� U NEW GARAGE SHALL BR i 0% _ I; GUTTERED W/ DOWN SPOUTS Q -4 . ,.., cv . IPED TO RETENTION A � 11-1� m w - 00 t�A T -i .13..8 NEW& I I � �� et' •r-, CYPRESS C� PALM AL H 4J N 3 -5 Q 10. 12 PALM " BUILDING SECTION DESIGNATION SHEET WHERE SECTION 15 FOUND II. 12 PALM 8. 12I O 4) �. PALM P M m q. REMOVE 12 .� IN DETAIL`DESIGNATION SHEET WHERE DETAIL 15 FOUND PALM -I c� ' " " r I NEW PERVIOUS NG, STEPS I I -0 X 20 -0 L PAVER DRIVEWAY � RETENTION AREA W/ , 611 DEEP WALL SECTION Old ELEVATION DESIGNATION SHEET WERE ELEVATION 15 FOUND �'jrt h' n.,�i Y� `?ti.3 ,� ��x,,a%{r.9`��^,#�';; ':''.9r� ,}�i�"'✓ �y;,*riE� 35� ,�'� fsrv>r" P,^• � i4� C'�4�ur ��w fi"�`F`:�i �" w �l 'u�k� C�E'Y 2 .. y., �x a:.: '•, ,,.,,�, s�xv '"w. '.:� a ,r.;'�4„�fJ �'°3.,, ,a ""s ,. :-�,,, ,�aw"r .,�»;s ;� ..;.: xFa: 'II I � a � k I ;.i ,�.r a„x,,. .L, r:� ,.x r w-.#. .�;;'.;. tn, a,,..,au... w�Y;,;'.. .: � � ,' ✓,�,n, 'r , ,; ,c, r�'i �.,. �„ z'•x.,.s:�x r „?�` xt ta' .�+.rxx,. ;.a,., ,: .,._... ,,,,:;' I ««�� II �I I I fl ,.,., T INE SILT FENCE L R MOVEL 4 VETACHEC� xt �i wx I I I kv I � r- _ - '-� ., k.. sem. r.,�'... � , �. ... .`•3 1 ...,,.., ':r, � . ,��aa✓. � S. ,r �7 '. „°^^ I , 'a. ms,: �. ... z ...Stt., ,ter, a' s r I li t., t I�I I� .. W':' �x y� V .._n, 4q8 5Q. FTG. TOTAL LOT b II I I ...,.....,, , i:a •F... ,. F t .r /,,,. S.v.. t wr,... „--`•ma..r,� w.w ..:s. {. `; kt ,4 a,., .. w ; , a. „k, � ., „a,,. w.. , .,.. d. «�... I y .,. RE51 DENGE IBf?a Sa. FT69.Kr=LL**Ie ALfEEARC I PERVIOUS DRIVEWAY 1326 SQ. FTG. ®SOSK bb3 SQ. FTG. -.600.50. FT&. Iy I I i I I ..... ",. .. . zx.....s, .r ter.. ,..a... ...,. A... r.,.. ,�z. ,.... I TOTAL L T COVERAGE 3152 50. FT6. 555 PLAZA r, I r I s ,.:;., ,.. � xr,�'a''S„ar:. � a.ro'�.. �s ,.. ;:.x ;�' :, .�„,� a eu t �.� ; r,M:•xrs. wks'� „� S5 OF LOT COVERAGE 48% iry I MAX. LOT COVERAGE 50% I , I ATI ANTIC 5EACH, I=L 52255� . I s� Iti ��l:► "v�'r'�s' •... :�: r'"r ,,.e. Es�,.•, e t I ntk_: .'� o'�' r?•.,'., , 4 ...v .«..., L's� k;. i<,:. =.r G:,. 's•, .-s t,,, r�,.'. � ""u...x<. ,x ,,,...,. a � ,: Y €x ff. a �t �, -?+. .~�� ap;:..'r. � �,.",,. ,,., I AN R, «. I : I II I I ,:. ._ ,.. .., .. ads sk ,.�- .- :".,.<. .:. .a .. ,x. .. �,• �,;, ,.,,:. N�n or= Ne 1 G-11 1 ITV SCALE: NOT TO 56ALE 3.12" 4.12" 5•-O” PALM PALM „o REMOVE: (3) ,... PALM p HOLLY BUSH o. I I NOTES: AWOL O 4 N 2. REMOVE 12" S B.RL.0 I. ALL DIMENSIONS FROM EXISTING WALLS ARE FAGS OF FINISH AND ALL DIMENSIONS M � PALM — — — — FROM NEW O WALLS ARE PAGE OF STUD OR MASONRY, UNLESS OTHERN15E NOTED. .E-► U 5.12" 2. WHERE DEMOLITION OF CERTAIN ITEMS LEAVE PENENTRATIONS IN PALM EXISTING -TO REMP�IN FLOORS WALLS GEILIN EX., PATCH U i., 14.8" NEW DETACHED GARAGE T _ 65, .,SUCH PENETRATIONS A5 REQU RED O ET OR 6 FINI ME INAL 5H AND PALM „ PROTECTION. x AL 1�tOT�. � ouTDooR uVING � 12.8 NEw Q M 0 AREA '-' PALM 3. ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED. ►-� O� U NEW GARAGE SHALL BR i 0% _ I; GUTTERED W/ DOWN SPOUTS Q -4 . ,.., cv . IPED TO RETENTION A � 11-1� m w - 00 t�A T -i .13..8 NEW& I I � �� et' •r-, CYPRESS C� PALM AL H 4J N 3 -5 Q 10. 12 PALM " BUILDING SECTION DESIGNATION SHEET WHERE SECTION 15 FOUND II. 12 PALM 8. 12I O 4) �. PALM P M m q. REMOVE 12 .� IN DETAIL`DESIGNATION SHEET WHERE DETAIL 15 FOUND PALM -I c� ' " " r I NEW PERVIOUS NG, STEPS I I -0 X 20 -0 L PAVER DRIVEWAY � RETENTION AREA W/ , 611 DEEP WALL SECTION Old ELEVATION DESIGNATION SHEET WERE ELEVATION 15 FOUND 0 PLUMB FOR FUTURE 51N SARAW 15''-8" x jpa,O'--5„ C.H. b" 12'-3° 6ARA6E OR. SLOPE TO MATCH IX2 P.T. GOVT. TRIM 2X6 GONT. SUB FA501A VINYL SOFFIT WRAP OVERHANG TO MATCH EXIST. 8" VAPOR BARRIER - TYVEK OR EQUAL 6" SIMPSON AR94 LANAI Aik FIN. FLR. ELEV. I/2 07.13P. GEILIN6 IX2 P.T. CONT. TRIM —/ 6D0 I SIMP50N H25A`CLIP \% 2X6 CONT. SUB FASCIA EACH TRUSS , — — - — -- — — — -- — — — - — — ----=------ VINYL SOFFIT WRAP 2-2x4 5YP. N0.2 TOP PLATE `�•.,_, OVERHANG TO MATCH EXIST. HARDIE LAP 1/2" GYP. BOARD Mrm(:TI As I GAm IPrAN 51DIN6 Lv 56ALE: 1/4" = 1'-0" VAPOR BARRIER - 2x4 5PF #2 OR EQUAL STUDS AT 16" O.G. W/ 8d NAILS 3" O.G. l/I6�� 055 5HEATHIN6 „ I/2" THREADED ROD, EDGE 12 O.G. FIELD W! 10" EPDXY EMBED 2x4 P.T. BOTTOM PLATE - W/ 51H SEALER 4" GONG. SLAB ® 3000 PSI W/ FIBER MESH FIN. FLR. ELEV. 0'-0" F.F.E. p o p FIN15H 642ADE - VERIFYp ° ° 4 B.F.F. °— ° ----- — —--° ! �— — — ----�D — ELL 3-#5 CONTINUOUS 245 CONT. v EACH WAY CONE. FOOTER SIZED FOOTER 51ZED BY COMPACTED, BY ENGINEER ENGINEER TREATED FILL COMMUNITY DEVELOPMENT APPROVED - - 2-2Xi2 5YP. BEAM IN SHMETn - 1/2" FLITCH PLT. 1XHARDIE WRAP BEAM IX4 WOOD WRAP CAPITAL TRIM 2X BLOCKING AIR SPACE z u. X ---X WOOD WAP FIN. P.T. 4X4 STRUGTRUAL r - - GOL" IX8 WOOD BASE TRIM 4" GONG. SLAB ® 3000 P51 IN FIBER ME -5H I/2 07.13P. GEILIN6 IX2 P.T. CONT. TRIM —/ 6D0 I SIMP50N H25A`CLIP \% 2X6 CONT. SUB FASCIA EACH TRUSS , — — - — -- — — — -- — — — - — — ----=------ VINYL SOFFIT WRAP 2-2x4 5YP. N0.2 TOP PLATE `�•.,_, OVERHANG TO MATCH EXIST. HARDIE LAP 1/2" GYP. BOARD Mrm(:TI As I GAm IPrAN 51DIN6 Lv 56ALE: 1/4" = 1'-0" VAPOR BARRIER - 2x4 5PF #2 OR EQUAL STUDS AT 16" O.G. W/ 8d NAILS 3" O.G. l/I6�� 055 5HEATHIN6 „ I/2" THREADED ROD, EDGE 12 O.G. FIELD W! 10" EPDXY EMBED 2x4 P.T. BOTTOM PLATE - W/ 51H SEALER 4" GONG. SLAB ® 3000 PSI W/ FIBER MESH FIN. FLR. ELEV. 0'-0" F.F.E. p o p FIN15H 642ADE - VERIFYp ° ° 4 B.F.F. °— ° ----- — —--° ! �— — — ----�D — ELL 3-#5 CONTINUOUS 245 CONT. v EACH WAY CONE. FOOTER SIZED FOOTER 51ZED BY COMPACTED, BY ENGINEER ENGINEER TREATED FILL COMMUNITY DEVELOPMENT APPROVED COMPACTED, TREATED FILL WALL 5�GT1�N i'MAY* 15Y-DYVAYNr— YJFi I TE I HALL SECTION TYP. 2 Y1°'. 3/4 I -O DATE, 02 -2S -le THM PLANS ARL' POR Telt L"XGLU9IVL' URI "AT 212511b Or WHITS: INK CMSI" AIV AIM NOT TO B9 RL"PROMI= CLIENT SIONATURL' SHMETn COMPACTED, TREATED FILL WALL 5�GT1�N i'MAY* 15Y-DYVAYNr— YJFi I TE I HALL SECTION TYP. 2 Y1°'. 3/4 I -O DATE, 02 -2S -le THM PLANS ARL' POR Telt L"XGLU9IVL' URI "AT 212511b Or WHITS: INK CMSI" AIV AIM NOT TO B9 RL"PROMI= GENERAL NOTES END ZONES, PSF GENERAL NOTES/FOUNDATION PLAN AND DETAILS ALL -THREAD NOTES C' P 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT ' O.C. IN ALL BEARING 22.9 -28.8 EDITION, ACI, NDS, APA AND ASCE7-10. 22.9 WALLS, UNLESS NOTED OTHERWISE ON PLANS. IL 21.6 2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE 20.8 -24.4 COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. m COUNTED AS PART OF THE DESIGNATED O.C. SPACING. C7 c9 3. ALL DESIGN, CONSTRUCTION AND MATERIALS `SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT E ACH INTERSECTION, OF w w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO � A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) o Z C. PLACE CORNER RODS 5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS. THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED Z O g U w OTHERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING" WITH SIMPSON SET EPDXY 0- p LL SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. U o UJ c a w OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LES 3 THAN 3200 LBS. DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 0o 7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 6" - TYPICAL WALLS, MONOLITHIC FOOTING THE SCOPE OF WORK _SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, L6 .- 7" - EXTERIOR WALLS, STEMWALL FOOTING WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. 8" - MASONRY WALLS w a C 8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND THEIR RESPECTIVE DETAILS ON THIS SHEET. NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. .-- N DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING O ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETYOF ABOVE ITEMS ARE THE SOLE OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" RESPONSIBILITY OF THE CONTRACTOR. ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. CONCRETE NOTES 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAM /HEADERS BELOW, IT IS M N 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 1'- ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM M EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST Z OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 � EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". O AND 5/S5 FOR STRAPPING ALTERNATIVES. _ EPDXY NOTES o_ 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL co ca CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y2" INCHES FOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVE.D BY THE ENGINEER. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS3000PSI AT 28 DAYS. J c( Q 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL 13E SUBMITTED TO THE 4. 4" 3000PSI CONCRETE SLAB ` WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: VAPOR BARRIER AND TERMITE TREATED SOIL. HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF , DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% IN USING THE ABOVE PRODUCTS FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS v- J -17'-2" 2'- V2 18'-112" MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE - AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN FOOTING. ACCORDANCE WITH APPLICABLE SAFETY LAWS. Q 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 O U N DAT I O N PLAN W CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN PSI AND TENSILE STRENGTH OF 2,300 PSL FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF TE REINFORCEMENT". " CONCRETE 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1 8 GREATER THAN THE 8"x8" THICKENED EDGE WITH J 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., DIAMETER OF THE STEEL MEMBER BEING INSTALLED. (1) #4 CONTINUOUS AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS g 24"x24"x12" DEEP FOOTING 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", LAITANCE, DUST, DIRT, AND OIL. WITH (3) #5 BARS EACH WAY a, T o GREATER. WHICHEVER IS .c 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE m C9 0 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HA E NO LESS THAN FIVE 3 C9 E ® o m m a YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS X/2 a v o 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURE ATTESTING TO THE 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO FOOTING BEYOND. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER - DO THE WORK. SEE PLANS FOR CURB HEIGHT 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -� REINFORCEMENT. SHEATHING NOTES FINISHED z u GRADE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN' BY ALEXANDER GRACE CONSULTING, FOR WALL SHEATHING. co _ Q � _1 ,.co z 4 • � I ? i -- , i !� ' F DIMENSIONS CAN NOT BE 1 T M N NOT THAN; - INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION.I USE EXPOSURE 1 APA RATED OSB. SPAN RATING MWS BE MINIMUM 24/ 6, AND O LESS CONTACT THE ENGINEER OF RECORD. 7/16 THI K. FAT T N ED 12O.C. FIELD z -- I DETERMINED FROM FOUNDATION PLAN, CO H C SEN WITH 8d NAILS A 6 O C O GE, O C. _ t ,l g „ _ _ $MIL VAPOR BARRIER OR EQUIVALENT W J 2. 5/16 HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS ° a 6 MIL VAPOR BARRIER " „ " iv 8 - X WATERPROOFING BETWEEN 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF AT 6 O.C. ON EDGE, 8 O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLAT S AT 4 O.C. c • . �• STEM WALL WILL EXCEED SIX (6) COURSES. IN HEIGHT. COMPACTED SUBBASE AND ' FOR ROOF SHEATHING:#5 BARS AT 12" O.C. EACH WAY UNDER FOOTING/SLAB O Z .. FIREPLACE. THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS THE TOP TWO COURSES OF 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/ 6 AND NOT LESS THAN ONE STORY: X =12" WITH 2 #44 13. .WHERE , ,. O Z 0 STEM WALL MUST BE FILLED. 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD SEE SECTION 2 FOR FOOTING SIZE. TWO-STORY: X = 16" WITH (3) #4 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH SEEPLAN.THREE-STORY: X = 20" WITH (3) #5 ' . FRAMING NOTES STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVERSINGLESPANS DUE TO FIELD CONDITIONS,.BLOCK PANELS AT 12" O.C. COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDINGO 1. DESIGN OF WOOD COONOLITH IC FOOTLNG SECTION('� CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 3/4 (4p3/4_"= ETRI V°V CUR S 1''j'EP SECTIC�N FOR FLOOR DECKING: " = 1'-0" 1-0" CONSTRUCTION. W 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS (D 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. THAN 3/4 THICK. FASTEN WITH 8d NAILS AT 6 O.C. ON EDGE, 12 O.C. IN FIELD. z 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 1 � 1 3. ALL FRAMING ANCHORS .SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS.. ARE MINIMUM 3/4' THICKNESS. FORMED AND POURED PERIMETER CURB. W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER V OF RECORD IF EQUAL CAPACITIES ARE .NOT APPARENT. LOAD TABLE SEE PLAN SEE PLAN FOR CURB HEIGHT LL COMPONENT AND LADDING 4. ALL WOOD DIRECTLY EXPOSED TO 'CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE FIBER REINFORCED CONCRETE SLAB, 4" ROOF: DESIGN PRESSURES THICK UNLESS NOTED OTHERWISE ON TREATED. LIVE LOAD: 20.0 PSF -' PLAN. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF' 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL' DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH WIND LOADS: PH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF WIND SPEED: 130 M RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND EXPOSURE: C IMPORTANCE: 1.0 EFFECTIVE AREA, SF END ZONES, PSF GENERAL NOTES/FOUNDATION PLAN AND DETAILS INTERIOR ZONES, PSF C' P -32.0 S3.01 O EL -26.6 &) 22.9 MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE - AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN FOOTING. ACCORDANCE WITH APPLICABLE SAFETY LAWS. Q 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 O U N DAT I O N PLAN W CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN PSI AND TENSILE STRENGTH OF 2,300 PSL FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF TE REINFORCEMENT". " CONCRETE 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1 8 GREATER THAN THE 8"x8" THICKENED EDGE WITH J 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., DIAMETER OF THE STEEL MEMBER BEING INSTALLED. (1) #4 CONTINUOUS AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS g 24"x24"x12" DEEP FOOTING 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", LAITANCE, DUST, DIRT, AND OIL. WITH (3) #5 BARS EACH WAY a, T o GREATER. WHICHEVER IS .c 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE m C9 0 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HA E NO LESS THAN FIVE 3 C9 E ® o m m a YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS X/2 a v o 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURE ATTESTING TO THE 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO FOOTING BEYOND. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER - DO THE WORK. SEE PLANS FOR CURB HEIGHT 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -� REINFORCEMENT. SHEATHING NOTES FINISHED z u GRADE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN' BY ALEXANDER GRACE CONSULTING, FOR WALL SHEATHING. co _ Q � _1 ,.co z 4 • � I ? i -- , i !� ' F DIMENSIONS CAN NOT BE 1 T M N NOT THAN; - INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION.I USE EXPOSURE 1 APA RATED OSB. SPAN RATING MWS BE MINIMUM 24/ 6, AND O LESS CONTACT THE ENGINEER OF RECORD. 7/16 THI K. FAT T N ED 12O.C. FIELD z -- I DETERMINED FROM FOUNDATION PLAN, CO H C SEN WITH 8d NAILS A 6 O C O GE, O C. _ t ,l g „ _ _ $MIL VAPOR BARRIER OR EQUIVALENT W J 2. 5/16 HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS ° a 6 MIL VAPOR BARRIER " „ " iv 8 - X WATERPROOFING BETWEEN 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF AT 6 O.C. ON EDGE, 8 O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLAT S AT 4 O.C. c • . �• STEM WALL WILL EXCEED SIX (6) COURSES. IN HEIGHT. COMPACTED SUBBASE AND ' FOR ROOF SHEATHING:#5 BARS AT 12" O.C. EACH WAY UNDER FOOTING/SLAB O Z .. FIREPLACE. THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS THE TOP TWO COURSES OF 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/ 6 AND NOT LESS THAN ONE STORY: X =12" WITH 2 #44 13. .WHERE , ,. O Z 0 STEM WALL MUST BE FILLED. 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD SEE SECTION 2 FOR FOOTING SIZE. TWO-STORY: X = 16" WITH (3) #4 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH SEEPLAN.THREE-STORY: X = 20" WITH (3) #5 ' . FRAMING NOTES STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVERSINGLESPANS DUE TO FIELD CONDITIONS,.BLOCK PANELS AT 12" O.C. COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDINGO 1. DESIGN OF WOOD COONOLITH IC FOOTLNG SECTION('� CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 3/4 (4p3/4_"= ETRI V°V CUR S 1''j'EP SECTIC�N FOR FLOOR DECKING: " = 1'-0" 1-0" CONSTRUCTION. W 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS (D 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. THAN 3/4 THICK. FASTEN WITH 8d NAILS AT 6 O.C. ON EDGE, 12 O.C. IN FIELD. z 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 1 � 1 3. ALL FRAMING ANCHORS .SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS.. ARE MINIMUM 3/4' THICKNESS. FORMED AND POURED PERIMETER CURB. W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER V OF RECORD IF EQUAL CAPACITIES ARE .NOT APPARENT. LOAD TABLE SEE PLAN SEE PLAN FOR CURB HEIGHT LL COMPONENT AND LADDING 4. ALL WOOD DIRECTLY EXPOSED TO 'CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE FIBER REINFORCED CONCRETE SLAB, 4" ROOF: DESIGN PRESSURES THICK UNLESS NOTED OTHERWISE ON TREATED. LIVE LOAD: 20.0 PSF -' PLAN. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF' 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL' DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH WIND LOADS: PH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF WIND SPEED: 130 M RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND EXPOSURE: C IMPORTANCE: 1.0 EFFECTIVE AREA, SF END ZONES, PSF GENERAL NOTES/FOUNDATION PLAN AND DETAILS INTERIOR ZONES, PSF 0-20 24.4 -32.0 S3.01 O EL -26.6 20-50 22.9 -28.8 32 ; j0 22.9 -25.3 IL 21.6 -27.2 i 21.6 -24.0 100-200 20.8 -24.4 m t9 C�7 C7 c9 oor Sheet N . rn 4 simol w w o � i ti o Z Z O g U w 0- p LL V U o UJ c a w 0o ao L6 .- & p o U) w a C z d co0 > d z .-- N Z O LL U M N 1'- W M Z Q � O cn _ U o_ w co ca _I W O M (n � z J � J c( Q MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE - AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN FOOTING. ACCORDANCE WITH APPLICABLE SAFETY LAWS. Q 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 O U N DAT I O N PLAN W CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN PSI AND TENSILE STRENGTH OF 2,300 PSL FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF TE REINFORCEMENT". " CONCRETE 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1 8 GREATER THAN THE 8"x8" THICKENED EDGE WITH J 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., DIAMETER OF THE STEEL MEMBER BEING INSTALLED. (1) #4 CONTINUOUS AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS g 24"x24"x12" DEEP FOOTING 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", LAITANCE, DUST, DIRT, AND OIL. WITH (3) #5 BARS EACH WAY a, T o GREATER. WHICHEVER IS .c 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE m C9 0 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HA E NO LESS THAN FIVE 3 C9 E ® o m m a YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS X/2 a v o 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURE ATTESTING TO THE 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO FOOTING BEYOND. 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER - DO THE WORK. SEE PLANS FOR CURB HEIGHT 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY -� REINFORCEMENT. SHEATHING NOTES FINISHED z u GRADE 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN' BY ALEXANDER GRACE CONSULTING, FOR WALL SHEATHING. co _ Q � _1 ,.co z 4 • � I ? i -- , i !� ' F DIMENSIONS CAN NOT BE 1 T M N NOT THAN; - INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION.I USE EXPOSURE 1 APA RATED OSB. SPAN RATING MWS BE MINIMUM 24/ 6, AND O LESS CONTACT THE ENGINEER OF RECORD. 7/16 THI K. FAT T N ED 12O.C. FIELD z -- I DETERMINED FROM FOUNDATION PLAN, CO H C SEN WITH 8d NAILS A 6 O C O GE, O C. _ t ,l g „ _ _ $MIL VAPOR BARRIER OR EQUIVALENT W J 2. 5/16 HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS ° a 6 MIL VAPOR BARRIER " „ " iv 8 - X WATERPROOFING BETWEEN 12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF AT 6 O.C. ON EDGE, 8 O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLAT S AT 4 O.C. c • . �• STEM WALL WILL EXCEED SIX (6) COURSES. IN HEIGHT. COMPACTED SUBBASE AND ' FOR ROOF SHEATHING:#5 BARS AT 12" O.C. EACH WAY UNDER FOOTING/SLAB O Z .. FIREPLACE. THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS THE TOP TWO COURSES OF 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/ 6 AND NOT LESS THAN ONE STORY: X =12" WITH 2 #44 13. .WHERE , ,. O Z 0 STEM WALL MUST BE FILLED. 7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD SEE SECTION 2 FOR FOOTING SIZE. TWO-STORY: X = 16" WITH (3) #4 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH SEEPLAN.THREE-STORY: X = 20" WITH (3) #5 ' . FRAMING NOTES STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVERSINGLESPANS DUE TO FIELD CONDITIONS,.BLOCK PANELS AT 12" O.C. COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDINGO 1. DESIGN OF WOOD COONOLITH IC FOOTLNG SECTION('� CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD 3/4 (4p3/4_"= ETRI V°V CUR S 1''j'EP SECTIC�N FOR FLOOR DECKING: " = 1'-0" 1-0" CONSTRUCTION. W 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS (D 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. THAN 3/4 THICK. FASTEN WITH 8d NAILS AT 6 O.C. ON EDGE, 12 O.C. IN FIELD. z 2. USE OF APA RATED STURD-1-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 1 � 1 3. ALL FRAMING ANCHORS .SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS.. ARE MINIMUM 3/4' THICKNESS. FORMED AND POURED PERIMETER CURB. W ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER V OF RECORD IF EQUAL CAPACITIES ARE .NOT APPARENT. LOAD TABLE SEE PLAN SEE PLAN FOR CURB HEIGHT LL COMPONENT AND LADDING 4. ALL WOOD DIRECTLY EXPOSED TO 'CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE FIBER REINFORCED CONCRETE SLAB, 4" ROOF: DESIGN PRESSURES THICK UNLESS NOTED OTHERWISE ON TREATED. LIVE LOAD: 20.0 PSF -' PLAN. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. DEAD LOAD: 7.0 PSF 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. CEILING: LIVE LOAD: 10.0 PSF' 7. DIMENSION LUMBER LIVE LOAD -STORAGE: 30.0 PSF 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL' DIMENSIONS DEAD LOAD: 5.0 PSF 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH WIND LOADS: PH SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF WIND SPEED: 130 M RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND EXPOSURE: C IMPORTANCE: 1.0 EFFECTIVE AREA, SF END ZONES, PSF GENERAL NOTES/FOUNDATION PLAN AND DETAILS INTERIOR ZONES, PSF 0-20 24.4 -32.0 S3.01 24.4 -26.6 20-50 22.9 -28.8 32 ; j0 22.9 -25.3 50-100 21.6 -27.2 i 21.6 -24.0 100-200 20.8 -24.4 20.8 FINISHED.. a co N zto GRADE 6 -'k *4" SEE PLANS FOR C RB HEIGHT c 0) _ a I,- _ I U - rn co a U � d •ilI � i i --� �- a , tin a s 6 MIL VAPOR BARRIER OR EQUIVALENT - c I i -- 00 IN I WATERPROOFING BETWEEN COMPACTED : ;- IT =, 'v U u SUBBASE AND FOOTING/SLAB -1 - _ m 6M IL VAPOR BARRIER OR g, " " H N _ - - 4 , 9( 8 8 ONE STORY: X - 12 WITH (2) #4 EQUIVALENT WATERPROOFING � v N -X ( i cn I i 1 -1 B LENGTH PER THE DETAILS. TWO-STORY. X 6 WITH (3) #4 � ETWEEN COMPACTED SUBBASE BUILDING CATEGORY: II THREE-STORY: X = 20" WITH (3) #5 AND FOOTING/SLAB co) 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED ENCLOSED BUILDING: INTERIOR PRESSURE m m c BELOW: DETAIL CURB STEP SECTION Q COEFFICIENT: 0.18 „ n ROOF PITCH: 3/4" =1'-0" o cn o sr 8d = 0.131 x 2-1/2 7:12 ft;NCURB 3/4" = 1'-0" 0 rn c' T' 10d = 0.148"x 3" 012 N m N 12d = 0.148"x 3-1/4" O. � U � 16d = 0.162" x 3-1/2" Co 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. SHEET INDEX S1.01 GENERAL NOTES/FOUNDATION PLAN AND DETAILS S2.01 GARAGE WALL AND ROOF PLAN S2.02 RESIDENCE WALL PLAN S3.01 FRAMING DETAILS FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. FINISHED ° 12" GRADE Ili i�ii l • I�ii�} _� � I ' ° 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB FOOTING, PER PLAN r.:,%RECESS SECTION 3/4" = 1'-0" .` .( AYryF <C� •'• FI �•• F No 32 ; j0 AT �OZ• i •: ,4 f/� F oor Sheet N . simol klll� 1 §3.01 FRAMING NOTES AND LEGEND TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. STUD MATERIAL: 2x No. 2 SPF, UNO. HEADERS: ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. HEADER NOTATION IS: NUMBER OF PLIES IN HEADER �--�- NUMBER OF KING STUDS D (2) 2x1 (2),2x6,2:1 1 NUMBER OF CRIPPLE STUDS L N 114SIZE OF DIMENSIONAL LUMBER sIM - N s3.o1 SHEAR WALLS: ... ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ,ON THE 1 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC S3.01 THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, (2) 2x1 ARE NOTED ON THE PLAN. 2 S3.01 - B r----------------------------------L2� 2X6 1:1 (2) 1.75"x11:25" 2.0E LVL SW /5 SEE DETAILS LOCATION AILS FOR FASTENERS A B SHEET NUMBER DETAIL NUMBER SHEAR WALL DESIGNATION r i (2) 2x12 3:2 ; PORCH/GLULAM BEAM rl is INTERIOR BEARING WALL 3 S3.01 ® 1 -STORY THREADED ROD _ INDICATES GLAZING CLASSIFIED AS END ZONE. EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF FIRS 'j 1 LEVEL V Y AL L PLAN STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE. SEE "COMPONENT AND CLADDING DESIGN PRESSURES," ON COVER SHEET. J03 ~ k fj J03 4 P I ,� ✓0� c S3.01 J02 ;I J62 Hanger Schedule Hanger Qty HGUS26-2 2 HTU26 3 GABLE BRACING LOCATION. t9 4 W w _ VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF o � O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO Q Q z STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING L: w � Z = WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS w o a v (� O J U w " WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. a W w PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST QD Lb - B O WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d Lu Q Q a rn Z NAILS IN ALL HOLES. 1 31'11 O 11 2' 9 1/2' SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS WITH 7/16" OSB T • > I o Z FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN N z 0 FIELD. U J05 ) W W v HUC210-2, ALL HOLES FILLED WITH 10d NAILS. 1L�L C w M Z 0 LL D = 0 W Q JEL ; r -- M C) Q E i 12 g" ` Q Q 2x6 NO.2 SYP LEDGER z J02 ! O7 Q w 1 �- N O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD I HG , - S26 o CV C� 3C9 SCREWS -C 7: C' fh. mo O ' ____ -- i • A FASTEN TO BAND BOARD WITH (3) ROWS OF 114 X4 WOOD z J03 _ �� o � _ � j � j SCREWS AT 16" O.C. J # _ _ _ J04 LL W,wj O 1 A03 o ! O/ - V O C N 04 C., ti S3,01 N 2'0" 2' p"2'A" @nE L%/S �1p„ 2, 72'0' 2' 0 a v 0 4 0 OR GA ILE B LING Cl (� U M o m N � 4i m m Q 65 m o OD Cq T- M > o (1)0 v N o C4 N 0 c') -,.1 ``�\1111►�it/ �.� WAYIVF /"/ ;�� i`• w0 G = - - S O i T FF � Sheet V 2.S01 O No o BO 3) o 0 0 f CO CO m m 104 J04 i. J03 ~ k fj J03 4 P I ,� ✓0� c S3.01 J02 ;I J62 Hanger Schedule Hanger Qty HGUS26-2 2 HTU26 3 O O o O O O o O 15' 9 16' 2" 2' 9 1/2' _ ROOF PLAN 1/4" = 1'-0" fes.. � � O O o O O O o O 15' 9 16' 2" 2' 9 1/2' _ ROOF PLAN 1/4" = 1'-0" a � � t9 4 W w o � T , r Q Q z L: w � Z O U w o a v (� O J U w a W w QD Lb C6 9 Lu Q Q a rn Z O T > I o Z r' N z 0 U W W v M 1L�L C w M Z 0 LL = 0 W Q JEL m W 0 M C) Q JLL J Q Q z Q w 0 51 a o CV C� 3C9 Ad m0 -C 7: C' fh. mo O U z J LL W,wj O O/ I.L. V O C N 04 C., ti CA a cai a v 0 4 0 U tL Cl (� U M w 4i m m Q 65 m o OD Cq T- M > o (1)0 v N o C4 0 c') -,.1 ``�\1111►�it/ �.� WAYIVF /"/ ;�� i`• w0 G = - - S O i FF � Sheet V 2.S01 Q v v C9 C7 m rn W N O w r Q H Z W L: � .Q g z' O U w $ (L O U a. 9 ' N _ LLJ g g V-01 Lu 0 -------- - - w S3.01 S3.01 8 1 --- --- - --- --------------------S3.01 w� SII 1 C- 00 I I i f � a I (E --------- - i- I� I CONTRACTOR TO VE FY TAT THE HALLWAY WALL 1S B RINE. IF THE IM BEARING, SEE OPTIO L B M AND ( SUPPORTS. IF WALL NOT LOAD BEA MODIFICATIONS ARE EQU ED. I' .I I' , , , r s } i { # ; O € 4 i L Z T N �4 N X p j 04 j v NEW INTERIOR WALLS s i [ i ARE NON -LOAD BEARING I ( ! { € I ---------- ( T _Tj it 1 € I ' I € I ISTING U kLL IS „ (M r RING, NO Z M : 1 I 0 LLL ------ -, S3, —" „ 9 S -------------------------------- ---- - i< l I - - --- N i I (I t- i` J� 11.1 m I_ W M V LLNEW INTERIOR WALLS Q cC �(1 - - -- ARE NON -LOAD BEARING 1Li ;{ I i 1 { -_ T, , �- _ I _-- - -- - - _ - - - _-- _ - -- -- a , i t ! , 00 j f�np 9CF) 1 , S3.01 L TIl 1 ._—_ _ ( I 1 E W 6 i e ! ! ! 1 co N '0 ft wQ j EE y (LU ca ca i p ' 11251 ' N i i U N i � w i _� Cqp -moo U- -DO = o cl) N U)0 4 o i C O - M rn \ f _ IRST LEVEL WALL PLAN ECOND LEVEL 1NALL PLAN wAYn,F 0 00 b No g 00 00 E11 0. •� , � P k o C9 (7 a a c m � tea rn w EDGE OF ALL THREAD WASHER MUST04 > 7/16" OSB ROOF DECK FASTENED TO BE WITHIN 3" OF THE HEADER KING a o FRAMING WITH 8d RING SHANKS AT 6" O.C. STUD, TYP BOTH SIDES OF OPENING. z ON EDGE AND 12" O.C. IN FIELD. `t ETTA---w — TOP PLATE TO GARAGE HEADER m EDGE OF ALL THREAD WASHER o CONNECTION: SIMPSON SPH AT 24" E MUST BE WITHIN 3" OF THE o ° ' z v w O.C. WITH (12) 1OdX1-1/2" COMMONS. o J i HEADER KING STUD, TYP BOTH ; I 7/16" OSB ROOF DECK. o a ce O v TRUSS TO TOP PLATE CONNECTION: H2.5A I I SIDES OF OPENING. I u I WITH (10) 8d NAILS FOR UPLIFTS LESS ' w ? a THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS } o w i > EACH FOR UPLIFTS LESS THAN 1200 LBS. } ! TOP PLATE TO KING STUD w CONNECTION: (2) SIMPSON SPH WITH `` TRUSS TO TOP PLATE CONNECTION: j (12) 1OdX1-1/2 COMMONS AT EACH H2.5A WITH (10) 8d NAILS FOR UPLIFTS ( ; END OF HEADER. LESS THAN 600 LBS. (2) H2.5A WITH (10) °r° 1 8d NAILS EACH FOR UPLIFTS LESS THAN Lh c (2) 2X6 NO.2 SYP TOP PLATE FASTENED I N0.2 SYP HEADER, TYP. SEE j 1200 LBS. w o 0 WITH 2 ROWS 10d AT 16" O.C. 1 # GARAGE DOOR HEADER. SEE PORCH BEAM. SEE PLAN, cn Q STAGGERED. MINIMUM 24 LAP WITH (12) NUMBER OF KINGS AND CRIPPLES. FRAMING PLANS FOR SIZE AND Z 10d IN LAP. PLIES.65 ' j' _ . III N ALL THREAD CONNECTORS. SEE TRUSS 1 C� BEAM ALL -THREAD NOTES FOR INSTALLATION i 3/4"= 1'-0 SPECIFICATIONS, SPACING AND } EMBEDMENT. I } FASTEN ADJACENT STUDS W/ (2) jj KING STUDS &CRIPPLES:. (6)16d { ROWS 10d COMMON NAILS @ 8" O.C., z I ; i j BETWEEN ADJACENT KING STUDS STAGGERED. FASTEN 7/16" OSB TO AND CRIPPLES. EXTERIOR OF RETURNS & ABOVE O DOOR W/ 8d 3 O.C. ON EDGE, 12" FASTEN 7/16" OSB W/ 8d, @ 6" O.C. ON I i @ EDGES, 12" O.C. IN FIELD. 1 O.C. IN FIELD. � W ( U M M2X6 SPF STUDS AT 16" O.G.I PLACE 112" ANCHOR BOLTS PER � � (n W � r z THE TYPICAL WALL SECTION. I LTTI31 FOR GARAGE HEADER 0 LL ( ! CRIPPLES. ALL HOLES FILLED WITH z 0 ; 10d NAILS. U 2X6 NO.2 SYP PT BOTTOM PLATE. APPLY } -Q 1/2" ANCHOR BOLTS WITH 6" MIN i I GARAGE SLAB N 6" 1' " w M m EMBEDMENT AT EACH SIDE OF BOTTOM j J c ) PLATE SPLICES. ( I SDS SCREWS AT 12" O.C. STAGGERED. W O M V + MINIMUM EDGE DISTANCE = 2" (� Z - MINIMUM END DISTANCE - 2" Q J p ul � � o i p p pA p c i 4 c c c c D a--! 1{. tJJ �.L. < SCREW LENGTH PER TABLE: p p � p}' iA 2 -PLY: SDS25312 3 -PLY: SDS25500 — P E c c P a a p ! 3 I—, {771 Z SEE FOUNDATION PLAN FOR FOOTING 4 -PLY: SDS25600 W SPECIFICATIONS. NOTES SCREWS STAGGERED EACH FACE. 1. IF OPENINGS ARE LOCATED BETWEEN STANDAR ALL THREAD • + SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR LVUBEAM. SEE PLAN FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. SPECIFICATIONS. TYPICAL WALL SECTION TYPICAL HEADER RAMING DETAIL. TYPICAL GARAGE OPENING DETAIL MULTI -PLY FASTENING 1 3/4" -1'-0" 3/4" = 1 wl3/4"= V-0" 1-112"= V-0" N �t9 - a(9, aait9 g' CD CL t a 0 U Q Q 7/16" OSB FASTENED TO FRAMING W/ 8d AT 4" O.C. Y ON EDGE, 8" O.C. IN FIELD. TOP PLATE TO HEADER: ♦ ^ BLOCK SHEETING EDGES WITHIN 4" OF GABLE END. SSP AT 16"O. (3) 2X12 V J 2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOONJ FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d e ! EXISTING TOP 'LATE TO - �-�- REMAIN. EXISTING TRUSS COMMONS. BOTTOM CHORD BLOCK BETWEEN OUTLOOKERS. 3j i i ; lj W it GABLE TRUSS TOP CHORD � � � E EXISTING TOP PLATE AND I I ° ' LUS24 2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS. WALL FRAMING. EXTEND BACK 8 FROM GABLE. ATTACH TO GABLE I i I I ! KING STUDS TO TOP AND i AND TRUSS VERTICALS W/ (3)16d. WHERE TRUSS BOTTOM PLATE WITH SSP. (' VERTICALS DONT EXIST, APPLY 2X4 No.2 SYP j i E ; I f I I `,` SECTION VERTICALS WITH (3) 16d COMMONS AT EACH EXISTING H I 1 O -1 " INTERSECTION OF PROPOSED VERTICAL AND I } EX ST NG HEADER NEW HEADER. SEE PLAN FOR 1 /2. = 1-0 EXISTING TRUSS MEMBER; } j 6 i I _ SIZE KINGS AND CRIPPLES.' L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER. ;r CRIPPLES TOHEADER: 2x4x8' SYP LATERAL BRACE AT 48". APPLY (2)164 i FILL OPENINGSWITH 2X4 i j # ! MSTA18 WITH(6)10d IN ', THROUGH DIAGONAL BRACE INTO EACH CEILING ( I ! NO.2 SPF STUDS AT 16"O.C. HEADER, (8) 10d IN CRIPPLE I i € 3 JOIST. FASTEN TO FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD ¢ ; I i ! HEADER/FRAMING ABOVE { WITH 2 SIMPSON H2.5 WITH 8 8d. ' I i C i AND BOTTOM PLATE BELOW i WITH(4)10d TOE -NAILS. GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH 1 P ! I I C (10)10d AT 48" O.C. ; 1 € 1 ! d cm m co a LO I l iI jI i WHERE DOORS/WINDOWS ? ! j 4 1 w v P3/ABLE BRACING DETAIL TRUSS EXIST, USE 2X4 BUCK. i FASTEN EACH END WITH (4) ! I o 0 4 3 ' # I 10d TOE -NAILS. r ; U U- U- ffWE 7/16" OSB. SEE TYPICAL WALL SECTIONS FOR FASTENING. s 2X4 PT NO.2 SYP BOTTOM i LL . PLATE. FASTEN TO EXISTING 1 E ' z, 13 SLAB WITH 1/4" TAPCONS AT I 2 m TRUSS COMPRESSION WEB TO BE BRACED. SEE ! f I I 6" ©C 1/2"X6" TITEN-ID SCREWS NO EXISTING STRUCTURE,CD m o TRUSS ENGINEERING BY OTHERS FOR LATERAL I ( i a 1 FURTHER THAN 3" AWAYT c"c 7/16 OSB ROOF DECK o m i I FASTENED TO FRAMING ,t O Y BRACE LOACTIONS. i ! € FROM CRIPPLE STUDS. f N ° N , E WITH 8d RING SHANKS AT U M -`6 rn 6" O.C. ON EDGE AND 12' O D p. ° e. P j r r O.C. IN FIELD. `` ►►► i i 1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF a 6 n` P D a ap �%% AYN`C � BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D I p I ,. f r 2X4 N0.2 SYP ROOF �. �, •„•,�� NAILS. p . p i 4 ,. I d RAFTER AT 16 O.C. 10'Qol EXISTING FOOTING TO FASTEN TO LEDGER WITH OQ G REMAIN O - % 3 SDS25412. GU : G f C7 : o• 2 �0 1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK p p p c ` i p . / FASTEN RAFTER AND FACE OF BRACED WEB WITH 2 8d NAILS.. SEE 1 ��, Amp j a^p _ —° p /// JOIST TOGETHER WITH (3) ST • [V f) —! - F— 10d NAILS. TRUSS ENGINEERING FOR LATERAL BRACING ri-1:11:1 ( —�s6 ----- --_ -ILOCATIONS. IF LAPPING IS REQUIRED, LAP AS a I ;�, ; ; f ; I ! { I_- L Ia —ii I € —I j �i j I �.# 1 -iii— — i�_ 2X4 NO.2 SYP LEDGER.WN OVER 2 TR E ;__' I -�;t—}i;}-- i I —1 — i 1—� —1 i I— I ,.�€ € 1- 1 1 1--6 i s—i i€—i s;dtpFF SHO O USS S i ; ; l , - i i- _i , —s € �i I I i I_€ € i - r I r ---i i '—_ i IL FASTEN TO EXISTING i STRUCTURE PER NOTE /it i-cril'f E/S2.01. Sheet No. BRACE AS CLOSE TO 45° AS POSSIBLE. WALL FILL DETAIL HEADER FRAMING DETAIL ECTION AT EXISTING E RMAN E NT TRUSS BRACING 8 3/4” = 10-0" 9 3,4° ='-o" 11 3/4" =,'.0" S3mOl