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HomeMy WebLinkAboutEngineeringseal: SEP 2 4 mo MEANS 4 METHODS NOTES THE STRUCTURE 15 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDIN5 15 FIN15HED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS GOMPONENT5 DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NECESSARY 5HORIN6, SHEETING, TEMPORARY BRACING, 60Y5, AND TIE -DOWNS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRACING REQUIRED TO 5TABILIZE AND PROTECT EXISTING AND ADJACENT STRUCTURES AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND CONSTRUCTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THIS UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADIN65 A5 PERMITTED BY SECTION 4.35 OF THE SPECIAL DE516N PROVI510N5 FOR WIND AND SEISMIC (5DPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENINGS METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 4.55.2. AS SUCH, WALLS WITH OPENINGS ARE CONSIDERED A 51111 STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWNS ADJACENT TO EACH WINDOW/DOOR OPENING. • 5HEARWALL5 USED IN THE DESIGN OF THE STRUCTURE ARE DESIGNED TO RE515T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. AS SUCH, STUD CLIPS ARE NOT REQUIRED, EXPECT WHERE NOTED ON PLAN TO RE545T EXCESS UPLIFT LOAD THAT HAS NOT BEEN RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARWALL. TEIRMITE PROTECTION (ONLY ITC BAIT STATIONS ARC TO 50 INSTALLED) TERMITE PROTECTION SHALL BE PROVIDED BY PE615TEREO TERMITIGIDE5, WHIGH MAY INCLUDE SOIL -APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF COMPLIANCE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK PAGKAGE AT THE JOB SITE'S PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT WILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF 5UBTERRRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAW5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVIGE5 THI5 MODEL HA5 BEEN EN61NEERED TO RE515T LATERAL FORGES RE50LTIN6 FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATE60RY II ff 5EI5MIG GATE60RIE5 A/B. ENGL05ED, 0.1b INTERNAL PRE55JRE GOEFF. EN61NEERED DE516N WA5 GOMPLETED PER THE 6TH EDITION 2011 FLORIDA RESIDENTIAL i BUILDIN6 GODE5 (5EGTION5 R301.1.3 (RE5.) It 1609 (BUILDING)) $ A5GE 7-10 51ANUARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: PI SHEATH ALL EXTERIOR WOOD FRAMED WALLS W/ 1/2" PLYWOOD OR 056 FASTENED W/ 2i'2'X0.131" NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL SHEATHING PANELS SHALL BE ORIENTED VERTICALLY (LONG DIRECTION PARALLEL TO 5TU05) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING 5AALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL E06E5 4 EDGE FA51"kNIN6. 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o c. MAX. U.N.O. ON PLAN. 3. 5HEATTHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ 511 NAILS o 16"o.c. USE I 5142' .131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 .A55UME5 ALL INTERIOR SHEAR WALL5 EXTERIOR WALL5 ARc CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARGHITEGTURAI. ORMINC75 FOR ADDL. WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR WALI.�GON5IDERED A5 SHEAR WALLS. 6. WHERE PANELS ARE: APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE CFF`-ET TO FALL ON DIFFERENT FRAMING MEMBERS. INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REOUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRt;CTION SYMBOL SHEAR PANEL 5PEG. 1/2" PLYWOOD OR 05E3 FASTENED W/ P3 2Y211x0.131" NAILS © 3" o.c. ALONG PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. NO STAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION ® HD-1 U5P HTT45 HOLDOWN* FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF S.T. TO GMU WALL w/ (1) LISP ® 5T-1 M5TGM40 STRAP w/ (14) Y4" DIA x A" LONG TAPGON5 INTO GMU. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TE316 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO Ui SPECIFICATION FOR ANCHOR DIAMETER). EPDXY -SET INTO CONCRETE FOUNDATION w/ LISP GIA-GEL 1000 EPDXY SYSTEM PER MANUF. RECOMMENDATIONS. PROVIDE q" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY -SET ANCHORS WITHIN 13/4" OF PAGE ON CONCRETE FOUNDATION WALL 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING MODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN6INEE 11111FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5R THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWAB 5 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REWIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE51GN5 ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS o 4'-0" o.c. W/ 1" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS W/SPACING PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER FXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED 50MERN PINE #2. • BUILDER TO VERIFY C.ORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fly = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LEI-)5 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0' MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G4lb F'c=3000 PSI W/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MIII GOMPRE551VE 5TRENOTH OF Ig00 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU CORE5 (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE: MAW* CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR W1ILL5. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. GARAGE SLAB 3 1/2" GONG. SLAB ON 4" MIN, 6RANULAR FILL ON 45% GOMPAGTED FILLNIR61N 501L PORCH SLAB 3 1/2" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 45% GOMPAGTED FILLNIR61N 501L SLAB ON GRADE 3 1 /2" GONG. ` I -AB H/ bxb 11I.4xl .4 WWF (OR FIBE(� MESH ILO WWF) ON 6 MIL VAPOR HARRIER ON 4" MIN. GRANULAR FILL ON 95% GOMPAGTED FILLNIR61N 501L FLOOR FRAMING • I-JOI5T5nRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE 5U5MITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING 5HALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN5 TO FRAMING MEMBERS W/ GLUE AND 5' 131" NAILS o 6" O.G. AT PANEL lED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF FRAMING • ERECT AND INSTALL ROOF TRUa6E5 PER WTGA 4 TPI'5 BG51 1-14 "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • SEE ROOF TR 155 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATTHIN6 SHALL 13E UIb" MIN. 056/PF.YWOOD 5HEA1NIN6 z, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ R5R5-01 (2-%8 x0.113' RING SHANK) NAILS o b' O.G. o PANEL ED6E5 4 o b' O.G. IN FIELD. PROVIDE "H" STYLE CUP5 ALON6 UNSUPPORTTD E96E5. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 W/ R5R5-01 NAILS o 3" O.G. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTIN101151LY UNDER ALL OVERFRAMIN6. • TRU55 ALL LAR6E VALLEY 5ET5. I A5TEN EACH END TO TR F6 BELOW W/ USP M 12 AND (2) 3"1 TOENAILS 10 EACH T1465 BETHEEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMING, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 o 24' O.G. FA5TENL-P TO TRUE-5 BELOW W/ LISP MTV412 4 (2) 3"1 TOENAILS EA. END (MAX. 4' LENGTH BEThEN SUPPORT POINTS) • ALL METAL HANGERS SHALL 13E SLI GIFIED BY THE TRUSS MANUFACTURER, UNLi55 OTTERWI5E NOTED. • ROOF TRUE-6 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W/ 20 LEDGER FASTENED TO FRAMING W/(2) 3"1 NAILS o Ib" O.G. (0) 3'x0.131" NAIL5 o 24' O.G) ME -M- OCT. _ MA * i_ ® I- -I. I I .' III - I � I�•10 . I' •I• - • .' •� - L -• V Ia _ C.I�I� rr ...i .. .I ROSIN R• 111 Ird-rej 11Vi I Pr �61�i. rl' •.' IiG$ Window $ Door Allowable And Pre55ure5 UP TO 160 MPH Wind Zone Ex G Risk Gat II Endo5ed 0.18 Internal Pre55ure Goeff. OPENING 51€ INTERIOR ZONES END ZONE5 3'-0" X b'-8" DOOR 1 +55.6 P5F/-38.8 PSF +35.6 PSFI-465 P5F 2-0" X 5'1 PI R +31.3 P5F/-405 PI @ +31.3 P5F/-4q.g8 P5F 3'-0" X 5'1 V#OY4 GI +365 P51F/-3g.6 P5F G2 +365 P5F/-482 P5F 8'-0" X 1'-0" DOOR 1 +33.2 P5F/-36.3 P5F D2 +332 P5F/-41.1 P5F I ® I6'-0" X 1'-0" DOOR +31.1 P5F/-34.8 P5F +31.1 P5F/-38.6 P5F I F2 6'-0" X ba-8" 56 D. +32.4 P5F/-35.4 P5 , +32.4 P5F/-41.2 1 f m End Zone is defined as he smaller of 10% of least horiz. dim. or 40% of 100111 roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here ore al lovable pressures W/ a max. mean I, 'Of height of 25ft. Values are permitted to be converted per A5GE 1 10 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.b to obtain ultimate pressures. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON: loth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF DEAD = 1 PI T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (50 P5F ® SLEEPING AREAS) DEAD = 10 P5F (I-JO15T5 4 50LID SAWN) (20 P5F o TILE) LATERAL (SEE NOTE-5) SEISMIC (SEE NOTT_5) 501L SEE FOUNDATION NOTES (BUILDER TO VERIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD CONNECTIONS TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS FOR MAX CHARTED GAPACITY. NOTE: H6N!2 - USE COMMON NAIL DIAMETERS NOT TYPIGAL FRAMING GUN NAILS. • EXT. 4 INT. BR6 WALL5 SHALL BE 2x4 (UNLESS NOTED OTHERWISE ON PLAN) 0 16" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR DETTER, U.N.O. WALLS OVER q' TALL SHALL BE PER PLAN • ALL HEADERS, BEAMS 4 OTTER 5TRW11IRAL MEMBERS SHAUU. BE 5PRUGE-PINE-FIR. #2 (5PF) OR 5OLTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEADERS HAVE BEEN DE5I6NFD BASED ON GALGULATED LOADS 4 51ZED ACGORD!N6LY. CODE TABLES HAVE NOT BEEN USED. • ALL NON -BEARING !NTLAOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE t'EMBER5 SPACED A 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING W6LL5 SHALL BE: (1)2x4/6 FLAT A OPENIN65 UP TO 4', (2)2x4/b FLAT UP TO 8'. ALL FRAMING LUM13EI SHALL BE DRIED TO 15% Mr, (11I • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Flo=2325 pGi; Fv=310 psi; E=1.55x10^b psi • 'LVL' - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"1 NAILS o 8" 0/6 OR 2 POW, )'4"x '2" Ui WOOD 5GREW55 (OR-*'tA," TRU55LOK 5CREW5) A 16" 0/1 USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR , ,REATER. APPLY FA5TENIN5 AT BOTH FACES FOR 3-PLY GOWI IION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" LISP WOOD 5GREW5 (OR 6 94' TRI65LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM SGREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK 51UD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • FOR STUD P05T GROUPS SPECIFIED ON PLANS A5 (4), (5) OR (6), FASTEN PLY5 W/(20"x0.13I" NAILS o b" O.G. OR (I)` NAILS o 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE 50LID BLOGI IN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FND✓BEARIN6. BLOCKING TO MATCH POST ABOVE. • FASTEN 2x WOOD PLATES TO TOP FLANGE OF STEEL. BEAMS WITH P.A.F.'s ('HILTI' X-(,F PIN5 OR EQUAL) o 16" O.G. 5TA66ERED, OR 1/2" DIA. BOLT5 o 46" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE LISP G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"0.151- NAILS 5' 120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BL.K'G. NAILS o 4" o.c. NAILS o 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c BLK'G. BTWN. JOISTS TO TOP PF 3 TOENAILS (3) TOENAIL5* DOUBLE 5TUD NAILS o 24" O.C. NAILS o 16" o.c. NAILS o 16" O.c. II NAILS IN LAPPE`:' AREA (2) NAILS DOUBLE TOP PLATE NAILS o 24" o.c. DOUBLE TOP PLATE LAP 5PLI7E 1 FT NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5E( TIN6 WALLS (2) NAILS * 2Y2' I13 15 AN AGGEPTA13LE ALTERNATIVE TO A 31 SAME 5PAGIN6 OR NUMBER 0 NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) ��®eemmmm �%%�%°�5 G.1Ff,°0ja. ',, EIV V N 7 824 0. S E OF _ '<U 0�6'..'A�. o R t ®P'I Ps S , ....... C? aw ea�QS,Oh,A, %% � © copyright: A6L1Ah & K'u_P Structural Engineering, Inc. aL _J w v w z S < IIIIIIm' Cr � �® E ¢ o U N Ccc n gE uJ CF- C7 � J a .- ® LY R®� i LY m o �0 LG M d I MA project number: 195-19004 projectmgr: JSB drawn by: KKR issue date: 09-22-20 REVISIONS: date: initial: fie 10 0 w� Z m 0 Y 0) Lo ST. LUCICOUNTY COUNUNTYTY BUILDING DM5: REVIEWED FOR CO IANC li d" REVIEWED BY 0 SS�� (Y) DATE T (- PLANS AND PERMI MUST BE KEPT ON J i SITE OR NOTNSPECTION(S) WILL BE MA LS 1 U L �IUX fZ �- w m Q 00 1- 3 LL. sheet: d- ■ CMU BLOCK FOUNDATION PLAN ELEVATION B MA50NRY LINTEL A55EMBL I E5 SEE 5GHUXLE AND SPEGIFIGATION5 FOR ADDL INFO W.PRECA5T BOTTOM REIN. LINTEL w/ EMBEDDED PRECAST LINTEL k6' REIN. EMBEDDED REIN. MB-1 MB-2 m� m� TOP REIN. - TOP REIN. VERTICAL �T SHEAR TIES - m x BOTTOM REIN. PREGA5TED LINTEL w/ t -F EMBEDD—�-}. OROUT - x ,' BOTTOM REIN. �i PRECAST LINTEL I „, I w/ EMBEDDED REIN.INF. REIN. NQIF—, THIS A55EMMY REG. SHEAR MB-3/ MP-3A MB-4/ NfB-4A REINFORCEMENT TIES. SEE 5GHDL. MB-#A LINTELS: LINTELS DE5161NATED WITH ANM13-3A/4A SHALL BE CONSTRUCTED THE SAME AS 43-3/4 EXCEPT THE DEPTH 51HALL BE MODIFIED FROM 1'-4" TO 1'-2' 13Y FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOM 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REIN SHALL "COW THW TOP LINTEL COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8MOT -- -- MB-2 era-li 0) as MB 3 8FI6-IB/IT N #5 0) #5 #3 VERTICAL TIES 0 4"ot— w/ MB 4 BFIe �/IT O) its (2) #5 180 DEGREE HOOK T45 APPROVED LINTEL MANJ-60ELK ARE: GAST-GRETE d QUALITY PRECAST CO. NOT155: I. ALL LINTEL5 W 51 GREATER THAN 14'-0" 51RALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL RAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5..A REINoi SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA515D ON bth EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DE516N - THESE FOOTINGS HAVE: BEEN IEN61NEERED FOR A MINIMUM ALLOWABLE SOIL BEARING GAPAGITYOF 1,500 1 THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR, ALLOWABLE 501L BEARIN6 GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DE516% ARE 5TILL ADEQUATE. • FA5TEN 51LL PLATES TO FOUNDATION WAL -5 WITH 1,12" VIA. ANCHOR 13OLT5 ® 4'1 o.c. W T MIN. EMBEDMENT 114TO GONG. OR U'SP FA3-TZ (GONG FND) / 5T2-TZ (GMU FIND) 5TRAP5 w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE EN05 (5EE FND DETAILS). • ALL LUMBER EXP05ED TO VfATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ER1/ATIV'E TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TEi' IN CONTACT W PRESER:VATIVE-TREATED WOOD. CONTACT LUMBER E HARDWARE 51,111TO GOORD. • CONCRETE DE51614 BA5ED ON AGI 518. CONGRETI: 5HALL ATTAIN THE FOLLOWING MINIMUM C.OMPRE551VE 51REN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 1 ....... FOOTING5 2,500 pal:....... 5LA135 ON GRADE (INTERIOR E EXTERIOR) fy = 60,000 pal ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIR61N 501L OR 95`M COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE: CART i OF 5LAB ED6E5, AND OTHER LOGATION5 NHERE 5LA13(,RA6iC5 ARE LIKELY TO DEVELOP. (10'-0" O.G. REGOMMENDFJ7, 15'-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 46 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DI5CONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX 348" A&6RE6ATE • CONCRETE MA50NRY UNIT5 51IALL BE ASTM G(10 KITH A MINIMUM GOMPR-S�,iVE STRENGTH OF 1,100 P51 (Fri = L)GiO PSi). A,,_ MORTAR SHALL BE A5TM G2"10, TYPE 5. GMU DESIGN 13A5ED ON AGI 530/530.1 • ?U REINFORGED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL. AND SHALL AL16N WITH FOOTIN6 DOWEL BEl ION. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DONE=L. • &ROUT 50LID ALL REINFORGED GMU GELL5 AND BOND E3EAM5 • ALL BOND 13EAM5 ARE TO BE- GONTINUOUS FULL LEf`i6TH OF WALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 5117E OF ALL MASONRY OPENIN65 AND AT ALL WALL C' Ri • VERTICAL RBNFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER: OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'i O.G. IN EXTERIOR W4LL5. (AS 5HOWN ON PLAN5) • ROUGH OPENIN65 ARE NOT 5FEGIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLAN5. • ARGHITEGT/BUILDER TO REVIEN 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO C ON5TRUGTION. fu _ 4AN 2011 seal: JAN 21 2021 "s'��ti�': N y ONAV, eon°i` rrriaaaata�� © copyright : MULHERN & KULP Structural Engineering, Inc. aCD Z J w W N z Q3 z w a N z= C)im y �x UJr— w ti = =� m a ;. p z W O g Sy m`a OG a M&K project number: 1 95- 1 9004 project .JSB drawn by: KAR issue date: ii 2, 20 REVISIONS: _ date: initial: IL G az i i •-L-L-' r , i ri 0 Fri ►��) Q 2Y LL Oi`�I LO Ui LL. Ltl OU, LLaLL1 J 00 (Y? (D LL, sheet: RIGHT HAND IsIE3 0 o ROOF FRAMING FLAN I SCALE: ELEVATION B •11 •I-' 1 I I rI r FAIi ® , ® r • _ _ �. "I J Ii _�. . :��i I:. rr ...� _ .�.IJ.. Iqr ♦ I. .�auK Ii: hr �=I♦I I:.rr � I:.rr .I "i�� •.+� lip ."I"r: � �i 1"I IC�rr Y.l..i � IiC3C ■ CONNECTION SPECIFICATIONS (TYP. U.N.0) CONNECTION TYPE CONNECTOR UPLIFT GAP. FASTENING TRK6 TO DBL TOP PLATE OR BM. USP RT16A 89 (q) 2"X0.148" TO TRU55, (8) TX0.I48" TO PLATE GIRDER TR. TO P05T (SPAN S209 05P HTW20 (20) "X0.I48" GIRDER TR. TO P05T SPAN >209 2 U5P HTW20 2290 2 'X .148" FLUSH BM. TO P05T USP HTW20 I 20 3'X0.148' VN r,r TRU55 TO BASE TRU55 2 82WXO-Igr --gnicllf U5P MTWI2 820# 2 T RT1 ROOF TRU% TO GMU U5P HTAIb 1810# (9) 'X0.148' ROOF GIRDER TR. OR ROOF FLUSH BM. TO GMU USP HTAI6 1810# (�U .KX0.148' HOLD-DOWN SCHEDULE SYMBOL I SPECIFICATION HD -I I U5P HTT45 HOLDOWN• FA5TEN BUILT-UP P05T5 51)PPORTIN67 ROOF G.T. TO GMU WALL W (1) U5P 5T-I M5TGM40 STRAP W (14) Ya" VIA x 2Y4" LONG TAPGON5 INTO GMU. N9E ONE STRAP TOTAL PER BUILT-UP P05T, U.ND) 'ALTERNATIVE TO 5TBIb ANCHOR BOLT 5PEGIFIGATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO U5P SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY 5Y5TEM PER MANUF. RECOMMENDATIONS. PROVIDE 9" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 WITHIN I %" OF FACE ON CONCRETE FOUNDATION WALL LEGEND • ® INTERIOR BEARING WALL • c==== BEARING WALL ABOVE • — .. — BEAM / HEADER • r'' Y:T:'t EXTENT OF OVERFRAMING • J L METAL HANGER • r INDICATE-5 5HEARWALL • ?!�ie INDICATE-5 HOLDOWN REFER TO 50.0 FOR TYPICAL STRUCTURAL NOTES 4 5CHEOULES seal: SEP 2 4 2020 g9aeeeooe®ooa No 71524 t7 I ST I OF U�sT� 1"R.-3N' © copyright: MULHERN & KULP Structural Engineering, Inc. aCD Z JW LLJ Z CD LZcc Q a nc= E Q Z� U m c EE F v m W co '> � m E Q � J= W � O 4�, Sy m i� OC $ c M&K project number: 195-19004 projectmgr: ,JSB drawn by: KAR issue date: 09-22-2C REVISIONS: date: initial: U 0 J W J 0 0 (Y) [L �U)LL C� X Li I a Lo °~ LL (Y) ((18>i sheet: RIGHT HAND S2.OB W MAX. / HEEL HT. 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL- -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 TYPICAL SHEAR Ilv-�nvl rr FMWTFU511 PROVIDE 50LID SHIM BETWN TRU55 8 CONNECTOR IF TRL65 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROF T DETAIL F. 6UGK SPECIFIED BY WINDOW/DOOR MANUFACTURER VET SEE UPUFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE N5P NOPI OR SIM) 0 EACH TRJi VERT WALL REINF. TO EXTEND INTO BOND BEAM �r�Tli 2x4 CATS 0 VOL. FASTENED TO GABLE END TRUSS w/ (2)31 131" TOENAILS. PROVIDE (1) U5P RT3A GLIP 0 OVERHANGS > 12' I'-4" MAX 6ABLE END VERTICAL NEB REINFORGIN6 AS REQURIED BY TRUSS MANUJF. USP H5AMI0 GLIP 0 36"o.c. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"x0.131 NAILS 0 b"o.c. PROVIDE M015TL RE — BARRIER PLATE BELOW WOOD MEM5ER5 ON GMU N5P NOPI OR SIM) 8" GMU BOND BEAM w/— (1) #5 BAR GONT. 8" REINF. GMU WALL -5EF PLAN FOR VERT. 4 HORZ. REINF. SPECS — I. 2X PT 5UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3,(6"x4" TAPGON5 b" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I-Y2" MIN. FROM EDGE OF BUGK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 CASE. 3. APP1710NAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO F)CI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"1 NAILS 5TA66ERED 0 12" O.G. 0 EA. SUCCESSIVE BUCK. FASTEN 5HEATHIN9 TO 2x4 BLOCKING w/ 2 %"xO.113" RING 5HANK NAILS 0 b"o.c. ROOF SKIS SHALL BE CONT. 24" MIN 2x4 BRACE w/2x4 T-BRAGE, SPACED 0 4'1 O.G. MAX. FASTEN 2x4 TO T' w/ 3Y4"x0.131" NAILS 0 12" O.G. -VERT WALL REINF. TO EXTEND INTO BOND BEAM TYPICAL SHEAR 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS O-A5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 244ux0.131" NAILS 0 Ib" O.G. FASTEN WINDOW TO 2X PER WINDOW MANU FAGTURER'5 5PEG5. b. FA5TENIN6 SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REQUIREMENTS PROVIDED BY THE MANUFACTURER WHICH ARE GREATER THAN TH05E SPECIFIED SHALL 9UPER5EDE THOSE OF NOTES 1-5. �o I 2x4 BLOCKING w/ (3)3 Y4'xO.131" TOENAILS EACH END (4) 3 1/4"xO.131 NAIL5 L- PROVIDE 2x4 BLOGKIN6 0 48" O.G. IN FIRST (5) BAYS OF ROOF TR055E5OUT TO FIT T16HT BETHEEN TRUSS BOTTOM CHORDS FASTEN DRYWALL TO BLOGKIN5 w/5GREW5 /NAILS 0 b" O.G. 2x8x12" P.T. CENTER BUGK OF OPENING 0 Y2" PIA. J-BOLT• —, (SEE BELOY•U 2X4 P.T. TOP BUCK d 0 2X8 P.T. BUCK EACH 51DE OF OPENIN6 PROVIDE (5)Y2" DIA. J-BOLT* W/ 5Y2" 0 EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE N THICK WA5HER W/ EACH ANCHOR (1ST BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 51PACED APPROXIMATELY 24" O.G) " PROVIDEY2" DIA. x 8" LON6 LISP 5GREWBOLT OR APPROVED EQUAL IN PLACE OF J-BOLT IF M155M DURING GONSTRUGTION • V U (1) #5 IN BOND BEAM r---------- - — — — — — — (1) #5 BAR IN PiLINTEL (2) #5'e VERTICAL IN GROUT FILLED DELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (I) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED GELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO BE GROUT FILLED 0'-0 �—PROVIDE # OF DOWEL5 0 SLAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES 6ARAGE DOOR PERT. REINFORCING DETAIL SEE DETAIL I FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ i HTHMI6 TH15T STRAP. FASTEN STRAP TO GMU w/ (4) DIA. x 2Y4" LONG POloRBOLT 5GREW5 PROVIDE M015TURE BARRIER PLATE (i NOPI OR SIM) 0 EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES 0 EVERY OTHER BAY FASTENED TO GMU w/ (3) Ya" DIA. x 3 N' LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E-5 w/ (2) 3 Y4"xO.131" NAIL5 0 EA. END. RETROFIT DETAIL F xlwa a4°•E�o° MITRE PRECAST GONGRETE LINTELS TO 5HARE BEARING ON Wi GMU GOL". n BAIT OR BLOWN — INSULATION PER ARCH FIBER51A55 514IN6LE5 OR TILE ROOF PER ARCH �� APA RATED 5TRUGTURA_ 5HEATHIN6 -SEE NOTES G01i FILL 0 95% STANDARD DENSITY 8" GMU BLOCK PER 2411 EM. bTH ED. R103.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN6 WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 051N6 AN EFFECTIVE WIND AREA OF 10 SQUARE FEET, NOTE: COORDINATE SOFFIT OVERHAN55 WITH ARCH AND TRU55 MANUF. DRAWIN65 REFF_R TO 501.0 FOR ? ADDL. STRU INFUP.MA1'IOM — GEILIN6 BOARD -SEE ARCH TYP, GONG, 2,651 REFER TO FOUNDATION DETAILS (F1>I.0) B PLAN —I I I=1WT d . I I —III —III —I � 1=ll =1=J_ A IL 11II-11 III1- MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON CHAIRS (3" MIN. COVET) TYPICAL I -STORY WALL SECTION SCALE: N.T.S. I IG • • - 2 ! . • • li • MEW • ••III'• , r • t =,..... !i iN ii CONNECT ENDS OF MITRES) MASONRY LINTELS w/ (1) #5 BENT DOWEL rrA-%PORZH CMU CORNER COLUMN DETAIL Ali" seal: SEP 2 4 2020 ..:ae000e®aGao® oab c� G. Fq 'ra NV77 4 k®'713 S 01 /Oft;"' r © copyrg1hVAAI!VEA & KUKp" Structural Engineering, Inc. OLCD z ■z ®j oC w W N Z § C7 a z w a zrm � o • i- ♦Cr y F- v m Li� •� j J m x Q > zdo p 1 W C N m cn a M&K project number: 1 95-19004 projectmgr: JSB drawn by: KAR Issue date: 09-22-20 REVISIONS: date: initial: Q., U Z J 0 In ZD tD a J _� U�a[1i L i U Ld h-� 111 I (?yi 0 >_ sheet: SD 1 r0 ,It I a 'seal: SEP 2'4 2020 "aepleaan!>._ 8" GMU BLOCK (1) #5 FROM FTC. TO BOND BEAM. 5PLIGE TO BE MIN. 30 6ROUT CELL 50LID I= - COMPACTED FILL 0 95% 5TANDARD DENSITY TYP. 5LAB ON 6RAQE: 3 1/21, Coz. 5LAB FIBER HI.4xl.4 NW (OR • ON '•- �i ' ON 6RANULAR FILL �'Y. a ►. ON GOWACTED • 1 E� I� 1 WHERE 2ND 5TORY OGGUR5 FT6.5HALL BE I'-4" WIDE w/ (2) #5 BAR5 GARAGE INTERIOR 6ARA(5E 51LAB -5EE DTL I/FDI.O MONOLITHIC, FOUNDATION IV (2) #5 HORIZ. GONT. ON GHAIR5 On MIN. COVER) DETAI -ITI�I � a� • .. �...•, 11 MONOLITHIC, FOUNDATION W/ (2) #5 HORIZ. GONT. ON 12"W GHAIR5 0" MIN. COVER) MIN. TYPICAL THICKENED SLAB ® INTERIOR 6ARA6E WALL \\4 SCALE: 0 TYP. 51LL PLATE -SEE DTL I/FDID SLAB ON GRADE -SEE DTL I/FDI.G 5" GMU BLOCK CONCRETE LE06E GAN (U #5 FROM FT6. BE REPLACED BY GMU TO BOND BEAM. BOTTOM G0UR5E GUT 5PLIGE TO BE MIN. TO SLOPE OF GARAGE 30" GROUT CELL 50LID TYP. GARAGE 5LA13: 4" LONG. 5LAB ON 4" MIN. GRANULAR FILL ON MATGH GMU * ° 95% COMPACTED i LEDGE PER FI IR61N 501L g I/FDI.O GRADE ! i. N �I ITIII�I I�III `- �TI= (,LtnN� "'—I I. MONOLITHIC FOUNDATION COMPACTED 11-0" W/ (2) #5 HORIZ. GONT. ON FILL 0 95% MIN. GHAIR5 On MIN. COVER) 5TANDARD DENSITY WHERE 2NO 5TORY OGGUR5 FT6. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 6ARA6E CURB DETAIL U ecA4e, aro INTERIOR BEARING WALL/5HEAR WALL 2x P.T. BOTTOM PLATE w/ HILTI X-GF 12 P8 5LA13 ON GRADE PINS OR EQUAL ® 36" -5EE FND. PLAN o.c. G ;44' : 9 G In IT III )� 14 PLAIN GONG. THICKENED SLAB MONOLITHIC FOUNDATION W/ (5EE PLAN FOR 51ZE) (2) #5 HORIZ. GONT. ON 12"W CENTER FTC. ON CHAIRS 0" MIN. COVER) MIN. WALL ABOVE TYPICAL THICKENED SLAB 5 ® INTERIOR BEARING WALL SCALE: N.T.S. PLAIN GONG. THICKENED 5LAB (5EE PLAN FOR 51ZE) LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE 5PEGIFIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. On CHU BLOCK TYP. 5LAB ON GRADE: (1) #5 FROM FT6. TO BOND ? 3 1/2" GONG. 5LAB W/ bxb BEAM. SPLICE TO BE MIN. NI.4xl.4 MF (OR FIBER ME5H 30" GROUT CELL 50LID ILO AYf) ON 6 MIL VAPOR TYP. PORCH 5LA13: BARRIER ON 4" MIN. 4" GONG. SLAB ON 4" MIN. GRANULAR FILL ON 95% GRANULAR FILL ON 95% COMPACTED FILL/VIRGIN 501E COMPACTED FILL/VIR61N 501E A , 4. - • I —III —III ;T-c 1 "4 _ < , �I III—Tf1IIl- � 11 JOINT 71 11111 ' a " ,T1I1 I I r -'� "' "' "'— ' j t� MONOLITHIC FOUNDATION GLEAN I I 1-11 I��—j,1 1 11I I' . - 1 U (2) #5 HORIZ GONT. ON COMPACTED I -0" GHAIR5 (3" MIN. COVEN FILL 0 95% MIN. 5TANDARD DEN5ITY WHERE 2ND STORY O66UR5 FT6. SHALL BE 11-4' WIDE rl/ (2) #5 BARS TYP. EXT. WALL BEYOND -5EE DTL 2/FDI.O _—F T— GARAGE 5LA13 -5EE DTL 2/1`0I.0 6RADE . 12 WIDE GONG. —I I TRENCH FOOTING ai aa. . REINFORCEMENT 1'-0" -5EE DTL I/FDID MIN. TYPICAL SLAB ON GRADE PERIMETER POOTIN6 @ Q7A SCALE: 5/8"=I'-0" CUT EVERY OTHER In DEEP 5AW GUT CONTROL JOINT WITHIN WIRE OF W.W.F. 0 24 HOUR5 OF POUR MID -WAY INTO SLAB CONTROL JOINT -LOCATE JOINTS o 5LAB CORNER5 E OTHER AREAS WHERE GRAGK5 ARE LIKELY TO OCCUR 15' MAX BEIYEEN SAWGUIB SLAB ON GRADE -SEE FW. PLAN Ai r i rvr-v. SCALE: 3/8"=1'-0" LOCATE ®10' TO I5' o.a. OR CORNERS WHERE CRACKS LIKELY TO DEVELOP GROUT LINTEL A55EMBLY SOLID BOND BEAM w1 CANT. (1) #5 REBAR PREGA5T LINTEL -5EE PLAN CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 (1) #5 FROM FT6. TO BOND BEAM. 5PLIGE TO BE MIN. 30" GROUT CELL SOLID N VINYL SOFFIT (AS GH05EN BY BUILDER) .:.. 5HALL MEET R103.11.1 -IWTALL PER MANUR 5PE "IFIGATION5 REON'F. GROUTED CMU COLUMN w/ (I) :0 5 BAR TYP.PORGH 5LAB -5EE 3/FDI.O SLOPE PER PLAN e , • II—�=1I G GLEAN COMPAGTED FILL 9---� I'- % 5% 95TANDARD DEN5ITY MIN. TYPICAL PORCH COLUMN (CONNECTION DETAIL SCALE: NONE MONOLITHIC, FOUNDATION Al (2) fF5 HORIZ. GONT. ON GHAIR5 0" MIN. COVER) SLAB ON SRADE E IV No 7QDA 9 V o. S r F �� °°S,OIIA�`��C1%' © copyright: M LLMA11 & KULP StrucWral Engineering, Inc. lug. (n z . JW W Np Z O C z W d J Q a MEMO°C E U � a H v m LU fn r m E Q a .- �z 0) CD pMp moven ® O yLu m`h OC � n i M&K project number: 195-19004 projectmgr. JSB drawn by: KAR issue date: 09-22-2C REVISIONS: date: initial: Ld Z ;Z () IT 0- 2 rr �� Cf) U — 0 W i� w n LJ Q n z Oaa�, 1 0 11 f' O<m V/ x W Z >~ U w D O Lo C) IL /y! �" 1 a) IF. sheet: . 1 ®I •®