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TYPICAL) 04 w J W m U 0 HALF SWITCHED DUPLEX OUTLETw co co w DUPLEX OUTLET IN FLOOR -i w J > cr w [ ] wP GROUND FAULT INTERRUPTER DUPLEX (WEATHER/WATERPROOF) QO a 0 2 W Q a rlov 220V OUTLET O W QUADRAPLEX RECEPTACLE w w w oW Wm In = U D f'- w ai m z I O DISPOSAL Za O COUNTERTOP) w DUPLEX CONVENIENCE OUTLET (+1211 AB. CO Z Q T SPECIAL HARDWIRED OUTLET O = Q L PURPOSE OR J WALL SWITCH Z Q 3 3-WAY WALL SWITCH O o U to 4-WAY WALL SWITCH J o Z ¢ �m ZD E-1. Q CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE 3 Z co Z om N W N � CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE O , 0 O c CEILING RECESSED DOWNLIGHT FIXTURE WZ m CL- SURFACE MOUNT CHANDELIER ----- co ----- ------------- 0 H op @ —i m ca a Y PG CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) / ® n Q A Q-I WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCE) / O - o m WALL MOUNTED INCANDESCENT LIGHT FIXTURE � \ f ZCli v Q < AXa QO RECESSED MINI LIGHT FIXTURE/ OR LOW VOLTAGE -[ % ( z m ® RECESSED CLG, INCAND. LIGHT FIXTURE �, I ' W Z E ® ; � ' ; w 0 RECESSED ADJUSTABLEEB "EYALL" \ ' 1 3I I UW m O— RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN) ® _ Wo U o _ w FLUORESCENT FIXTURE - 2 BLU$ (SURFACED MOUNTED) --� -----j �- Q e . ------------------ / - ® % 1 L _ Z N O FLUORESCENT FIXTURE - 4 BLUE (SURFACED MOUNTED) ` J Q -1 O 9 N o W IL Q3) a ' U .4 O _ • CMZ � m° Z rn ELECTRIC CEILING PADDLE FAN (5Y OWNER) I ® \ it ° a Q - ] �Q W W 0 EXHAUST FAN IL 0 _ HAUST FANANCANDESCENT LIGHT FIXTURE - - JUNCTION BOX ("FOR FAN", ETC.) i __.,�'/ - 1.06/ -r ' Z ❑ t - A.H.U. � i � Z �i SWITCHED JUNCTION BOX FOR I -CSA � I �(1 4 ELECTRIC GARAGE DOOR OPENER !ll 4> 0O X >U M ` / Z m ca N ® SMOKE DETECTOR ' Q Q N CV ` cc$ WI DOOR CHIMES (+12" A.F.F.) �:d O�LL a) � © DOOR BELL PUSH BUTTON (+42"A.F.F,) 0 Z W ❑c COMPUTER OUTLET ONLY (DEDICATED) O 'a POWER REQ. U i H TELEVISION GABLE JACK (12" A.F.F. TYPICAL) FOR ELEVATOR 3 O � m = TELEPHONE JACK / MODEM (it„ A.F.F. TYPICAL) TO BE DETERMINED O I Z COMBINATION LAMP/HEAT (SUNLAMP)/FAN OW 2Z o MAIN HOUSE CIRCUIT BREAKER 2 Q O U EXTERIOR FLOOD 1- L DAMPS W L Z Z I F- Q INTERCOM to Z E wcr — o i U N to SPEAKER o 0 �..(� PEA V w N N l Q N co ,� �' oN E M ( ELECTRIC METERco WZ ll.. ,-- o � Q ,- E O U N N V V Q o � wo LLI Z Q m � � O -w V W C NOTES: �N U � � � � -00 O CN g °- O H f !;c o 1 U � MASTER BEDROOM AND LIVING ROOM - a w PLACE (2) RECEPTACLES AT EACH TV LOCATION F- W ONE LOW AND ONE HIGH O m I U ALL SWITCHES TO BE WHITE ROCKERS O Z - ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE DZ ° v c ON DIMMER SWITCHES W 1 W m r- of i LL HTS ON DIMMER SWITCHES ALL CEILING FAN LIG O `� t/1 ” z° 0 Q ° � z THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. / i GENERAL NOTES ALL-THREAD NOTES a a 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' OCIN IN ALL EXTERIOR EDITION,ACI, NDS,APA AND ASCE7-10. BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. m 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE co CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. q w o tr 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF A COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) g THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) E Z O OTHERWISE ON THE PLANS. C. PLACE CORNER RODS z O D.PLACE ALL OTHER RODS. 0 a 0 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE v w OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL. BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY W D SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH W DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: N WATERPROOFING,MECHANICAL, PLUMBING OR ELECTRICAL WORK. W 6"-TYPICAL WALLS, MONOLITHIC FOOTING a~ 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS F NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY > d INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN Z DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS z ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" Uj ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT 15 O W M � ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". N THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". OF THE ROD WITH A 3 SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 (� t� AND 5/S5 FOR STRAPPING ALTERNATIVES. 0 0 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED - OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON EPDXY NOTES tY PRIOR TO POURING. zm 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER W LL 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY O Z COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. �„� U Q DOTING.MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2 MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL. BE SUBMITTED TO THE 0 O m ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: z W U 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. F- Z 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", Q WHICHEVER IS GREATER. IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 0 J AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL. WARNINGS. INSTALL IN m m Q 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". ACCORDANCE WITH APPLICABLE SAFETY LAWS. O 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 V 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH PSI AND TENSILE STRENGTH OF 2,300 PSI. 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE O 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY DIAMETER OF THE STEEL MEMBER BEING INSTALLED. m REINFORCEMENT. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 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 INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE LAITANCE,DUST, DIRT,AND OIL. DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 6. N MANUFACTURER FURNISHING THE EPDXY MATERIALS AND SHALL HAVE NO LESS THAN FIVE 3 > O1 c m t9 a C�7 ui o STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. YEARS EXPERIENCE IN THE VARJOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS �., o a 15 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF PROJECT. A NOTARIZED CERTWtCATtON FROM THE MANUFACTURER ATTESTING TO THE STEMWALL MUST BE FILLED. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO DO THE WORK. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. W 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE W Mr ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. D DIRECTLY EXPOSED TO CONCRETE i 4. ALL WOO , MASONRY OR SOIL SHALL BE PRESSURE TREATED. t i 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. O 7. DIMENSION LUMBER U 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 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 SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED CD BELOW: c M CD rn� 8d=0.131"x 2-1/2" c 0- 10d=0.148"x 3" 12d=0,148"x 3-1/4" c o .2 16d=0.162"x 3-1/2" 0 m 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 0 N 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. CO U. c = LOAD TABLEn -- o 4 Corn m .- i M � . o V_ C7 > °G ROOF: N � Y N i I, CO "'j0) 0 LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF O CEILING: a``````��FFREY �'��i,, LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF N` We DEAD LOAD: 5.0 PSF COMPONENT AND CLADDING FLOOR: LIVE LOAD: 40.0 PSF DESIGN PRESSURES DEAD LOAD: 10.0 PSF A ' LOAD: 50.0 PSF DECK LIVE EFFECTIVE INTERIOR ZONES, WIE PY ND SF END ZONES PSF PSF IND LOADS: WIND SPEED: 130 MPH EXPOSURE: C 0-20 35 -45 35 -38 IMPORTANCE: 1.0 20-50 33 -41 33 -36 ' BUILDING CATEGORY: II Sheet No. ENCLOSED BUILDING: 50-100 31 -39 31 -34 INTERIOR PRESSURE ]REVIEWED FOR CODE COMPLIANCE COEFFICIENT: MATCH EXISTING 0.18 2 -35 29 -33 CITY OF ATLANTIC BEACH ,� 1 100_ 9 200 SEE PERMITS FOR ADDITIONAL i ROOF PITCH: REQUIR.E;MENTS AND CONDITIONS. i REVM VED BY: DATE:L�L._L.L 1 OF 5 This document,togalhar with the concepts and designs presented herein is Handed only for the specific purpose and chant for which it was prepared. Reuse of and Improper regatce on this document without wditarn aufh tsdon by Almrander Grace Cq sullI g,Inc.,shag be without liability b Alexander Grace Consulting,Inc. Q (7 i m SEE PLAN FOR DIMENSION i � w � + 6X6 PT N0.2 SYP POST. FASTEN 0 O ABU66,FASTEN TO FOOTING WITH , 5/8"ANCHOR, EMBEDDED 8"INTO Cf) Q FOOTING. r z 2X8 PT NO.2 SYP DECK LEDGER. W FASTEN TO STEM WALL WITH(2)ROWS WHERE DECKS ARE,APPLY 2X12 PT NO.2 SYPo OF 1/2"BOLTS EMBEDDED 5 INTO STEM DECK LEDGER. FASTEN TO STEM WALL WITH z' o U WALL AT 12"O.C.STAGGERED. (2)ROWS OF 1/2"BOLTS EMBEDDED 5 INTO o a O STEM WALL AT 12"O.C.STAGGERED. -' U- 5/4"PT DECKING FASTENED TO U w CONTINUOUS BOND BEAM WITH 2500 PSI W JOISTS WITH (2)3/16"GALV DECK �. CONCRETE AND(1)#5 BAR fn .o SCREWS AT EACH INTERSECTION. ° I FIBER REINFORCED CONCRETE SLAB,4" _ THICK UNLESS NOTED OTHERWISE ON III—III— ° PLAN. —1111 M _ 2X8 DECK JOISTS AT 16"O.C. — 8"X16"CMU STEMWALL.STEMWALL III=III= III= VERTICAL REINFORCEMENT TO BE#5 FASTEN EACH END WITH LUS28,ALLI I I I ( I _ ) I I= DEFORMED BARS AT 48"O.C. FILL CELLS W HOLES FILLED WITH 10d NAILS. o � o _ WITH 3000 psi CONCRETE. o _ _ _ _—II IIIIII=III—III II=III—I I—III—III= I=I 11= I=I I I=111III=1 I I I=1 I I=1 I I III= III=III== ONE STORY: d=8","b=16 (2)#4 BARS z III—I 1—I I III=III—I I I I—III = TWO STORY: d 10 , b=20", (3)#4 BARS III a III=1 I=1 I I I=1 111 I I ° III= = THREE STORY: d=12",b=24",(2)#5 BARS I=III=1111 III ° o 1 III III= ' SEE SECTION 1/S1 FOR i — _ _ ° — VERTICAL REINFORCEMENT TO HAVE 9 U III ° -- — 1111 11- I— -I i I—__—__ ° 1= ( STEM WALL DETAILS. �— III—III—III I d III= BEND AT NTO OP COURSE. AND BE EMBEDDED 4" z �I, � I=III—IIII 11 I � I— � FOOTING TO BEAR ON FIRM ONE STORY:d=8", b=16", (2)#4 BARS —IIIIII—III—I I (—III— UNDISTURBED SOIL. Q W M GROUND BELOW. f.74�::%TYPICAL STEMWALL DETAILO a 4 73/ =PICAL DECK DETAIL z 3: m o 1'-0" Q z Z W U_ 4 V W U CONTINUOUS BOND BEAM WITH 3000 PSI S2 CONCRETE AND(1)#5 BAR 0 W 38'-84" FINISHED GRADE z W U 35'-03" FIBER REINFORCED CONCRETE SLAB,4" �. 4 THICK UNLESS NOTED OTHERWISE ON J Z PLAN. Q 19'-6" 6'-2" VARIES WITH GARAGE SLOPE O J 8"X16"CMU STEMWALL. STEMWALL m m Q 16 VERTICAL REINFORCEMENT TO BE#5 _—__ DEFORMED BARS AT 48"O.C.FILL CELLS O 1I I I— WITH 3000 psi CONCRETE. = I I=1 1=�( ONE STORY: d=8",b=16", (2)#4 BARS Q c&a I = 11=I 1 III I — TWO STORY: d=10",b=20", (3)#4 BARS m 1 ( III THREE STORY: d=12", b=24", (2)#5 BARS ° VERTICAL REINFORCEMENT TO HAVE 9" ----- ------------------------ III— BEND AT BOTTOM AND BE EMBEDDED 4" Cl) 1 — INTO TOP COURSE. �, c 16'-0" I II N ------------------------- ----^--------"----------- I b �� �(7 �(� N F—---� — , i =i I I=III-III=1 I I III= FOOTING TO BEAR ON FIRM UNDISTURBED U aU m o m U � E 2'-0" 12'-0" 2'-0" i I 1 i i I — SOIL. o v ¢ o 4 GARAGE STEMWALL FOOTING r---- --- I I I S2 ——————————— 1 r`J f i I C) J I , i I I It I f 1 I `r° ° ° d ° •7 ° • o I I I I I I I I I 1 I I IgI _X-ill— 8"A �I�Hi ; 6 MIL VAPOR BARRIER OR EQUIVALENT 2'-0" III WATERPROOFING BETWEEN COMPACTED 16-111" I SUBBASE AND FOOTING/SLAB I ( q 1 8"x8"THICKENED EDGE WITH 2 ONE STORY: X= 12"WITH (2)#4 Q / (1)#4 CONTINUOUS TWO-STORY: X=16"WITH(3)#4 I I I I I I I I M I ----_ THREE-STORY:X=20"WITH(3)#5 z 1 11 liil I ; � I " I - -—- - - - - -- -� I I 0 2 , F_ —-------------------------t �---------� 1 INTERIOR BEARING FOOTING Q 2 I S2 N i 1 I L_ 1 N 3/4"= 1'-0" U. S2 t S2 CD 60 1 t 1 I C WQ 0.U r---------------- ( o to m r------- -- �j ti LL �--_j I � 2 S2 Cg o N . I , N N S2I ; --- —j L------------------------------ ---- -j--_—___--------------------------J r J M v t I I I S 1 iv c � - — ——-I i ' ( I ----------- ----- c, L__--.-- 1 ,K N N --------------------------------------� I I ------ -- ------------------------------ ----- -------------------------------------1 uN' m I L_-----------•------------ ---------•---------,------J m t Q � o _— FOR ELEVATOR SLAB > 0 L------------------------ --I HEIGHT,SEE ELEVATOR 2 N cn N N SPECIFICATIONS. fO 2 S2 O roi S2 45'-( " `OIIN11111111///�� O>N W AYNF 'e N * . No @F, OUNDATION PLAN ' Sheet No. S2 2 OF 5 This document,together with the concepts and designs presented herein Is intended only for the speclfic purpose and client for which it was prepared. Reuse of and improper reliance on this document withal written a lforh3/on by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. I j Q FRAMING NOTES AND LEGENDco 0 " TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. w i STUD MATERIAL: 2x No.2 SPF, UNO. o w o � HEADERS: A a 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 Uj Z 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 Z Z O THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. d O HEADER NOTATION IS: � o U W NUMBER OF PLIES IN HEADER CO NUMBER OF KING STUDS (2),M.21 x612:1 NUMBER OF CRIPPLE STUDS d, SIZE OF DIMENSIONAL LUMBER Q 8X8 POST ABOVE. z (2)2X10 TRELLIS BEAM SHEAR WALLS: g ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE w TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED (2)2X10 PORCH BEAM. BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, OUTSIDE PLY EXTENDS ARE NOTED ON THE PLAN. U BEYOND POST FOR Z TRELLIS. dl 8X8 POST NOTCHED SW SHE DETAILS LOCATION i I SEE DETAILS FOR FASTENERS FOR PORCH BEAM. Cn PORCH/GLULAM BEAM O W N � 1 O M �i TRELLIS/DECK SECTION INTERIOR BEARING WALL �• Ark 1-STORY THREADED ROD Z W m !,t_ O Z z i 2-STORY THREADED ROD V (n U Q ® o W CD LY Z W 0° 11 11 INDICATES GLAZING CLASSIFIED AS END ZONE. tT— Q U EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF F) 0F_ S5 S5 STRUCTURE WILL BE CLASSIFIED AS INTERIOR J Z ZONE.SEE"COMPONENT AND CLADDING DESIGN O J (2)2x10 (2)2x10 PRESSURES,"ON COVER SHEET. m m I O V I I O M C14 ■ N (2) 1.75"x16"2.0E G-P LAM LVL A (2)2x6 1:1 (2)2x6 1:1 S3 aC9 �C9 a�iC9 � N ?r p i D o v ¢ D 8 S5 j S5 z EZ ,... 4 x 7 Z o : N S5 O A S5 U W N J N tL1 (2)2X12 3:2 -' C14— Q M N LLl .-._ VERIFY OR PLACE DOUBLE STUD GROUP UNDER � g p, O BEAM BEARING. FASTEN BEAM TO STUD GROUP Z 13 FF 9 1112 WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING J Q o S5 S5 WITH LTT20B.USE 10d NAILS IN ALL HOLES. W J `I N > 1 � N S5 2 W x � N I S5 � r ry CID �. x o Nv Z N 00 x x -. N N v —A C� A _ (2)2x61:1 A U. 2 S5 4 1� TRUSS FG01 2)2x6 1:1 B01 S5 N A A A N r x 4 - IN S5 =O 00 N ^ e O z EZ 7 S5 O a v UW 5 moo r _ o N Q C Q p W c� LL I N 4 I I `✓ N S5 I i N 4 N EZ °p I N S5 2x6 1:1 c•, O x `" EZ C .- J .� 't7 � LL N t5 m (2)2x6 1:1 (2)2x6 1:1 (2)2x61:1 to Q in t M 1 N y N S5 2 O 4 S5 TYP. S5 gNwv!,-( W AYN r O xv M y-r tp,�. • CEN xA, eC.1 : 5 �+ - • � - i Q IRST LEVEL FRAMING PLAN S31/4"= 1'-0" Sheet No. S3 3 OF 5 j 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 whhout written authorization by Alexander Grace Consulting,Inc„shall be without NabNNy to Alexander Grace Consulting,Inc. I i a 0 FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. OD w f STUD MATERIAL: 2x No.2 SPF,UNO. c HEADERS: A a ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m 3.5")COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO EO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' p U THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. ' a p LL HEADER NOTATION IS: vVi w o co NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 N i NUMBER OF CRIPPLE STUDS o SIZE OF DIMENSIONAL LUMBER z p O SHEAR WALLS: o ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE Z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, J ARE NOTED ON THE PLAN. U Z SW SHEARWALL LOCATION Uj i SEE DETAILS FOR FASTENERS O W M PORCH/GLULAM BEAM (; 2 M O o INTERIOR BEARING WALL [j �'— 3: > 0 J 0 1-STORY THREADED ROD O Wz z U w v ® 2-STORY THREADED ROD 0 W Z W INDICATES GLAZING CLASSIFIED AS END ZONE. Ei 0 EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF ...I z STRUCTURE WILL BE CLASSIFIED AS INTERIOR ZONE.SEE"COMPONENT AND CLADDING DESIGN D m Q PRESSURES,"ON COVER SHEET. 00 O U OM i W li 1 S5 A (2)2x8 1:1 (2)2x8 1:1 C) a(7 aC� a�i (9 v (2)2x10 N C 3r Y O 3 4 C9 5 0 3 $t7 'L(D mo CL N p v ¢ p S5 — S5 N aXo �i 4 EZ N 35 s5 N EZ N � � X N N VERIFY OR PLACE DOUBLE STUD GROUP UNDER J 7 O BEAM BEARING.FASTEN BEAM TO STUD GROUP L 3 0 /12 WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING W Q S5 1 S5 WITH LTT20B. USE 10d NAILS IN ALL HOLES. > S5 0 111 � L.IJ.1 N ♦^ 0z N z x O 0 o � N A W � (2)2x8 1:1 r I CD `r04 I S5 N I I C co 5 w :2:2 I p o0 U LL LL ao 5 5 4 X --- I � N 04 a� c en' L (2)2x8 1:1 (2)2x8 1:1 Q m EZ 1 = (2)2x8 1:1 EZ M N � y N O U r 0)) -, Y S5 omo 4 4`101111 N I I I I I l l l I/�i S5 ````�,�•4���`! WAV -- � .ny_ �• , yam • s ECOND LEVEL WALL PLANAsti - •. .• ��`�`,��� S4 1/4"= 1-O t Sheet No. S4 4 OF 5 This document,together with the concepts and designs presented herein Is intended only for the spedfic purpose and cifent for which K was prepared.Reuse of and improper reliance on this document wOwtit written authwhalton by Alexander Grace Consulting,Inc.,shell be without HabV&y to Alexander Grace Consulting,Inc. i i 1. SPH WITH (10)8d AT 24"O.C.IN Q HEADER,MINIMUM(2)PER U HEADER m 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. EDGE OF ALL THREAD WASHER ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO MUST BE WITHIN 3"OF THE HEADER CID o w FRAMING WITH 8d RING SHANKS AT 6"O.C. KING STUD,TYP BOTH SIDES OF _'''--- TRUSS TO TOP PLATE CONNECTION:H2.5A ON EDGE AND 12"O.C. IN FIELD. o a WITH (10)8d NAILS FOR UPLIFTS LESS 7/16"OSB ROOF DECK FASTENED TO OPENING. NO.2 "� FRAMING WITH 8d RING SHANKS AT 6"O.C. PLAN SYP HEADER,TYP. SEE �¢ THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS ON EDGE AND 12"O.C. IN FIELD. PLANS FOR SIZE,PLIES,AND z EACH FOR UPLIFTS LESS THAN 1200 LBS. NUMBER OF KINGS AND CRIPPLES. Z TRUSS TO TOP PLATE CONNECTION:H2.5A WITH(10)8d NAILS FOR UPLIFTS LESS TRUSS TO TOP PLATE CONNECTION:H2.5A O 2 2x6 NO.2 SYP TOP PLATE FASTENED F R PLIFTS L SS NO. SYP HEADER,TYP. SEE CRIPPLES TO HEADER WITH z 0 WITH (2)ROWS 10d AT 16"O.C. THAN 600 LBS.(2)H2.5A WITH (10)8d NAIL WITH(10)8d NAILS O U E MSTA18 WITH(6)10d IN HEADER, STAGGERED. MINIMUM 24"LAP WITH(12) EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS PLANS FOR SIZE, PLIES,AND EACH FOR UPLIFTS LESS THAN 1200 LBS. NUMBER OF KINGS AND CRIPPLES. (8)10d IN CRIPPLE ° U Q 10d IN LAP. 2 2x6 NO.2 SYP TOP PLATE FASTENED ( ) (2)2x4 NO. SYP TOP PLATE FASTENED WITH (2)ROWS 10d AT 16"O.C. 4"LAP WITH 12 WITH (2)ROWS 10d AT 16"O.C. o � FASTEN 7/16"OSB W/8d @ 6"O.C.ON STAGGERED. MINIMUM 2 ( ) STAGGERED. MINIMUM 24"LAP WITH(12) KING STUDS&CRIPPLES: (6)16d EDGES, 12"O.C.IN FIELD. 1/2 IN LAP. 10d IN LAP. 1/2"ALL THREAD CONNECTORS.SEE KING STUDS&CRIPPLES:(6)16d BETWEEN ADJACENT KING STUDS 2x6 SPF STUDS AT 16"O.C. ALL-THREAD NOTES FOR INSTALLATION FASTEN STUD TO TOP PLATE WITH BETWEEN ADJACENT KING STUDS AND CRIPPLES. SPECIFICATIONS,SPACING AND SIMPSON SPH AT 32"O.C. AND CRIPPLES. v dD EMBEDMENT. 2X6 No.2 SYP BOTTOM PLATE FASTENED TO ~ o 2X4 No.2 SYP BAND BOARD WITH 10d NAILS FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN 7116"OSB W/8d @ 6"O.C.ON PLACE 112"ANCHOR BOLTS PER Z AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. I EDGES, 12"O.C.IN FIELD. EDGES, 12"O.C. IN FIELD. THE TYPICAL WALL SECTION. ALL CRIPPLES TO BEAM BELOW 6 ISI WITH MSTA30 WITH(16)8d w 3/4"PLYWOOD FLOOR DECKING FASTENED z° -- TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 2x6 SPF STUDS AT 16"O.C. 2x4 SPF STUDS AT 16"O.C. a EDGE, 12"O.C. IN FIELD. 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN TO BEAM BELOW WITH 16d NAILS AT 6"O.C. 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY V 1/2"ANCHOR BOLTS AT 6'O.C.WITH 6"MIN FLOOR TRUSS SYSTEM BY OTHERS. EMBEDMENT AT EACH SIDE OF BOTTOM 3/4"PLYWOOD FLOOR DECKING FASTENED ,° ES WITH 8d NAILS AT 6"O.C.ON o ° °° ° ° ° BEAM BELOW.SEE PLAN AND ES. TO TRUSS ° � TE SPLICES. ° PLA ° °I I-III= EDGE, 12"O.C.IN FIELD. ° ° ° e° I TRUSS PLACEMENT PLAN FOR 11-1 1 I=1 I M6 SIZE AND PLIES. III=III III-III _ FLOOR TRUSSES BY OTHERS. _ TYPICAL HEADER DETAIL - ON BEAM � w N (2)2x6 N0.2 SYP TOP PLATE FASTENED I I-I I -I -I I 1 SEE FOUNDATION PLAN FOR FOOTING TYPICAL HEADER FRAMING I N G DETAIL 5 T C WITH (2)ROWS 10d AT 16"O.C. _ - I SECOND FLOOR TO BEAM:MSTA24 AT 32" (J O M I I I-I I FI I I=I I 1=I I=1 I SPECIFICATIONS. O.C.WITH(26)10d NAILS. SUPPORT BEAM 4' 1/2"= 1'-0" Q STAGGERED.MINIMUM 24"LAP WITH(12) 11=111=11 I-I I I- A5 SHOWN ON FRAMING PLANS. 1/2'= VI 10d IN LAP. D 0 OC 1/2"ALL THREAD CONNECTORS.SEE WALL SECTION O N LVL BEAM NOTES 2X2 FLATWISE SLATS AT 16"O.C.FASTEN Z CO O ALL-THREAD NOTES FOR INSTALLATION It TY P I CAL WALL SECTION 3 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO WITH(2j 114 X3 WOOD SCREWS.. O W Z U_ SPECIFICATIONS,SPACING AND 2 1/4"= 1'-0" 1/2"= 1'-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP Z Q 2 EMBEDMENT. PLATE. (,� U d _ FASTEN 7/16"OSB W/8d @ 6"O.C.ON Z W W 2X8 RAFTER AT 24"O.C. z W m EDGES, 12"O.C. IN FIELD. NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS - U Z HEADER FASTEN ROOF RAFTERS TO WALL FASTEN CRIPPLE STUDS CONTINUOUSLY THROUGH FLOOR < -� � SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, EXTENDING 12"INTO WITH H2.5A,ALL HOLES FILLED WITH E�-- FIRST AND SECOND LEVEL CRIPPLES, MIN. USE 10d NAILS IN ALL HOLES. 10d NAILS. EDGE OF ALL THREAD WASHER MUST O BE WITHIN 3"OF THE HEADER KING (2)2X10 Pt (2) 1 SYP BEAMS.FASTEN TO � m J 2x6 SPF STUDS AT 16"O.C. STUD,TYP BOTH SIDES OF OPENING. POST WITH(2) 1/2"THROUGH BOLT,2"QJ Q „ WASHER AND NUT AT EACH END. O (2)2x NO.2 SYP TOP PLATE FASTENED TOP PLATE TO GARAGE HEADER 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY _ WITH (2)ROWS 10d AT 16"O.C. CONNECTION:SIMPSON SPH AT 24 V O.C.WITH (12)10dX1-1/2"COMMONS. (/) 1/2"ANCHOR BOLTS AT EACH SIDE OF STAGGERED. MINIMUM 24"LAP WITH BOTTOM PLATE SPLICES. (12)10d IN LAP. FASTEN TOP PLATE TO O HEADER WITH SP AT 24"O.C.WITH TOP PLATE TO KING STUD �I III-1 I10d NAILS IN ALL HO CONNECTION:(2)SIMPSON SPH WITH .I(I10 10 I I I 1-III / 11 HEADER CONTINUOUS OVER END1OF HEADER. Al AT EACH I I-1 a '` ° III -1( a _I I 1-1 I SEE FOUNDATION PLAN FOR FOOTING 01 MULTIPLE SUPPORTS.SEE PLAN FOR 6x6 PT N0.2 SYP POST I=III=I I i=III=I I i=1 I' SPECIFICATIONS. 11 . GARAGE DOOR HEADER.SEE HEADER SIZE AND PLIESFASTEN N ` FRAMING PLANS FOR SIZE AND PLIES. ' HEADER TO CRIPPLES WITH MSTA18, j01 ALL HOLES FILLED WITH 10d NAILS. � N DC7 mC9 0 (� uio 01 10 10 FASTEN WALL SHEATHING TO SHADED\ ¢ TYPICAL TWO-STORY SECTION10 'o 01 11 MEMBERS WITH 8d COMMON NAILS AT FASTEN ADJACENT STUDS W/(2) 1 ,, -�,�.�-�,���-- 3„O.C. ROWS 10d COMMON NAILS @ 8"O.C., 112"= 1,-0" 01 00 10 STAGGERED. FASTEN 7/16 OSB TO 11 FASTEN ALL CRIPPLES TO BOTOTM EXTERIOR OF RETURNS Sr ABOVE PLATE WITH SPH DOOR W/8d @ 3"O.C.ON EDGE, 12" SW E TABLE BELOW FOR SHEAR 1/2"ANCHOR BOLTS AT 48"O.C.PLACE O.C.IN FIELD. 6X6 PT N0.2 SYP POST. V J SE WALL HOLD DOWNS.SHEAR BOLTS MAX 12"FROM CORNERS,ENDS (2)MSTAM24 FOR GARAGE HEADER 2x10 JOISTS AT 16"O.C. FASTEN EACH WALL ANCHORS TO BE WITHIN AND SPLICES. CRIPPLES.(9)10d NAILS, (5)1/4"X2-1/4" END WITH LUS210,ALL HOLES FILLED 3"OF DOUBLE STUD GROUP. TAPCONS INTO STEMWALUMONO. WITH 10d NAILS. 3"x3"SQ WASHER AT TOP OFA WHERE THERE ARE FIRST FLOOR WALLS '� THREADED ROD HOLD DOWN. T ° BELOW INSTEAD OF A FOOTING, FASTEN GARAGE SLAB W aaa a CRIPPLE STUDS TO STUDS BELOW WITH PERIMETER BEAM CONNECTED WITH �" a ° ° . . a ° MRTA36. FINISH GRADE BOLT THROUGH 6X6 POST. Q 7/16"OSB FASTENED TO ° ° - -_ (2)2X12 DECK BEAM. ° ° 4 u - - FRAMING W/8d AS SHOWN IN -I I, ABU66. USE 1/2"ANCHOR EMBEDDED 6" THE TABLE BELOW El I I-I�I- AND ALL HOLES FILLED WITH 10d NAILS. 1511 I-III z I-ISI-ISI I�1-I�1-1�1 B s Iii-ISI -' ,, 12"X12"CMU BLOCK FILLED SOLID WITH HEADER KING STUDS ARE II11 11 l it l l l III ,11 I l 11 11 l 11 l 11 l 11 l 11 l 11 l 11 l 11 l 11 i 11 l 11 l DIF, = 3000PSI GROUT. PETABLE AS SHEAR WALL -" - ACC CONTINUOUS HEADER FRAMING I II I ► � ► ,� Q III_ END STUDS 71/2"-_ 1-0 I I (-) I -I FOOTING WITH#5 BARS AT 12"O.C. EACH ae e e =I '_I a III= WAY. THREE OPENINGS SHOWN ABOVE.MAY APPLY TO TWO OPENINGS OR MORE. Q TYPICAL GARAGE OPENING DETAIL I I I-I I = I=I U. �✓ 1/2"= 1'-0" FOOTING TO BEAR ON FIRM INSTALL DOUBLE STUD GROUP UNDISTURBED SOIL. AT EACH END OF SHEAR WALL. FOR DOUBLE SHEAR WALLS, N� USE(4)STUDS. 7/16"OSB FASTENED TO FRAMING W/8d AT 3" % O.C.ON EDGE,6"O.C.IN FIELD. 1/2 ANCHOR BOLTS AT24'O.C. TRELLIS ELEVATION W6 BETWEEN SHEAR WALL ENDS. 1 w a a.U EMBED 8"MINIMUM AND USE 3" BLOCK SHEETING EDGES 1/2"= 1'-0" p ARE WITHIN 4"OF GABLE END. q o 0 p SQUARE WASHERS. z C7 u..u. o 2x4 SYP OUTRIGGER AT 24"O.C.CLIP TO BALLOON FRAMED TOP PALTE W/SIMPSON 6X6 PT NO.2 SYP POST ABOVE AND o H2.5 W/(8)8d COMMONS. BELOW BEAMS. NOTCH LOWER BEAM U N oNa 4> ° ° FOR FLUSH FIT.FASTEN BEAMS TO POST .4 BLOCK BETWEEN OUTLOOKERS. WITH AC6,ALL HOLES FILLED WITH 16d � GABLE NAILS. T P H RD xc x to m 2x4 No.2 SYP X-BRACE.SEE PLAN FOR PORCH BEAM, SEE PLAN FOR SIZE. m Q SHEARWALL SCHEDULE LOCATIONS.EXTEND BACK 8'FROM GABLE. TOP VIEW v- M _ OR ATTACH TO GABLE AND TRUSS VERTICALS W/ ANCHOR SIZE (3)16d. WHERE TRUSS VERTICALS DON'T / N w N SHEARWALL EDGE SPACING SHEARWALL AND EMBED EXIST,APPLY 2X4 No.2 SYP VERTICALS WITH �A� WALL SHEATHING PER TYPICAL ROOF TRUSSES FRAMING `:•/Q OR M o DESIGNATION 8d NAILS ANCHOR DEPTH (3)16d COMMONS AT EACH INTERSECTION OF / WALL SECTION. 6X6 PT N0.2 SYP POST ABOVE BEAM. CONVENTIONAL FR PROPOSED VERTICAL AND EXISTING TRUSS. / FASTEN BEAMS TO POST WITH AC6,ALL SW 3"O.C. 1/2"ROD 1/2", 12"DEEP / HOLES FILLED WITH 16 SW2 2"O.C. HDU8-SDS2.5 718°, 12" / 2X6X6'SCAB.FASTEN TO TRUSS " " TOP CHORD WITH(2)ROWS OF FASTEN BRACE TO WALL WITH 16d � y Wi41/�IF,/�4�i��� (2)SW 3 O.C. (2)HDU8-SDS2.5 (2)7/8 , 12 L-BRACE AS SPECIFIED BY TRUSS 10d NAILS AT 6 O.C. MANUFACTURER. (2)SW2 ' 2"O.C. (2)HDU11-SDS2.5 (2)7/8", 12" A� PORCH BEAM,SEE PLAN FOR SIZE. ���.'• :,per FASTEN LATERAL BRACE TO GABLE BOTTOM `L * ; N 3 • to 2 1." NOTES ,/'/- CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. "DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. TRUSSES AT 24"O.C. ( ) 6X6 PT NO.2 SYP POST BELOW BEAM. 2x4 No.2 SYP BLOCKING AT 12"O.C. 2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF STRAP GABLE TRUSS TO STUD WALL WITH FASTEN BEAMS TO POST WITH AC6,ALL FASTEN TO BOTTOM CHORD OF �^ SIMPSON MSTA12 WITH(10)10d AT 48"O.C. HOLES FILLED WITH 10d NAILS.NOTCH TRUSSES WITH (3) 10d NAILS. SHOWN ON THE FRAMING PLAN. 2X6 TOP PLATE. LOWER BEAM FOR FLUSH FIT. 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) ELEVATION VIEW MUST BE PROVIDED ABOVE AND BELOW Sheet No�NlggqNN��,� FRAMING PLAN.SHEAR WALL NAILING PATTERN16d THROUGH DIAGONAL BRACE INTO EACH OPENINGS. CEILING JOIST. 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE OV E KHAN GI SCAB BRACING DETAIL.L GABLE B 1 V�� ING DETAIL - TRUSS 1 � 3/4"= 1'-0" §1/21' DE ELEVATION �5 TABLE FOR EDGE SPACING. = 1,-0" @WALL3/4"= 1'-0" SHEAR WALL ASSEMBLY DETAILG OF 5I This document,together with the concepts and designs presented herein is intended only for the spedfic purpose and client for which it was prepared. Reuse of and improper regence on this document ulthout written suUwrizatlon by Alexander Grace Consuldr5,Inc,shad be without NaWNty to Alexaroier Grace Consulting,Inc. i I 1. LUW FILE copy �— 4 wU) W O U Yj Z } OL3 C/) m Z Y W LL W w � � U . . . . ... . . . . . . . . . . . w w W JJ ti U OWLl 0 w J W 0 <L2 ° CL n W :1 fa a U Ow W W o mowUj ED` F- W ai a z ZIx Oa II I Z > 0 = QT H J z = O 'n j I U � � Z ¢ �Z c� OM N Z W W Z � 0 _ O � -p Q � �� a T L 1 � W � Q Q H C/) U) p p W Z D W v W � W U o Q +O' - Oce a v W � z HJ z :01 OZ U Nom P J U U aAtlantic eac lorida 32233 = U LL, m W o 0za C � o � a F- CaLW W W ONST CTION ISSUE CL _ w ~O f August 26, 2013 W Z WO N oQ 0 00 = >1M mmM DIMENSIONS: _ a) as w z v , co OVERALL DIMENSION: TAKEN FROM EXTERIOR ° CoO Z N o,Q L WALLS 01 -0 INDEX OF DRAWINGS 0INTERI R DIMENSIONS: TAKEN FROM o m STRUCTURAL MEMBER (STUD OR BLOCK), NOT 1 COVERSHEET o W �m z SHEETROCK. 2 SITE PLAN / CONSTRUCTION PLAN o z 3 1st FLOOR PLAN 02 DIMENSIONS ARE INSQUARE . TYPE OF CONSTRUCTION.......... TYPE V-B m z FEET 4 2nd FLOOR PLAN Co z 5 FRONT & RIGHT ELEVATIONS OCCUPANCY CLASS.................. ... GROUP R-3 > o M s 1 ST FLOOR: 15230 6 REAR & LEFT ELEVATIONS w W a " M ccoq w z � U- Co 2ND FLOOR: 19280 7 GARAGE ELEVATIONS w _ = N APPLICABLE CODES. U a o TOTAL ENCLOSED: 2,510 8 SECTIONS & DETAILS Z o m W sm U • 9 SECTIONS & DETAILS 1 . FL. BUILDING CODE - RESIDENTIAL 2010 �; c co o DETACHED GARAGE: 416 N Z a 10 RAFTER END DETAIL 2. NAT'L ELECTRICAL CODE 2008 ° o g o COVERED PORCHES: 284 11 FIRST FLOOR ELECTRICAL PLAN U a a �' 12 SECOND FLOOR ELECTRICAL PLAN 3 . FFP CODE 2010 � TOTAL COVERED: 2,794 S STRUCTURAL PAGES 4. ATL BEACH LAND DEVELOPMENT CODE 0 m NOT INCL.DETACHED GARAGE U O Z � 00 a W O La J Z v LU FILE Copy 0 3: -- m U " THESE PLANS WERE PREPARED FOR ONE SPECIFIC PROJECT FOR THE CLIENT LISTED IN THE TITLEBLOCK AND ANY OTHER USE IS PROHIBITED AND VIOLATES COMMON COPYRIGHT LAWS. Z 4N ujLuIL co aj Z . 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O m THE PROPERTY SHOWN HEREON APPEARS TO UE THE PROPERTY SHOWN HEREON APPEARS TO LIE Z IN FLOOD ZONE "X' (AREA OUTSIDE THE 500 YEAR IN FLOOD ZONE "X' (AREA OUTSIDE THE 500 YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FLOOD PLAIN) AS WELL AS CAN BE DETERMINED Z FROM THE "FLOOD INSURANCE RATE MAP" ' Q I FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY PANEL 120075 0001 D REVISED APRIL THIS SURVEY WAS MADE FOR THE BENEFIT OF COMMUNITY PANEL 120075 0001 D REVISED APRIL THIS SURVEY VAS MADE FOR THE BENEFIT OF I U 17, 1989 FOR THE CITY OF ATLANTIC BEACH, ROBERT HENDERSON AND LYNN HENDERSON. 17, 1989 FOR THE CITY OF ATLANTIC BEACH, ROBERT HENDRSON AND LYNN HENDERSON. = >- 17, I FLORIDA. ! FLORIDA. Q j > cr v c� "NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P.S.M. w W Q co (V cp E ORIGINAL RAISED SEAL OF A FLORIDA LICENSED FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 ORIGINAL RAISED SEAL IANFLORIDAANDENSED DONN W. BOAT VRIGHT,l P.S.M. Z o c) o I€ FLORIDA LIC. SURVEYS , and MAPPER No. LS 3295 L- , o s SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 € SURVEYOR AND MAPPER." W Q I- N r E € FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 _ m _ 't p 0 Q p c CHECKED BY: DATE: i CHECKED BY: DATE: W o o c� SWC B OATWRIGHT LAND SURVEYORS, INC . FEBRUARY 15, 2013 ( SWC B OATWRIGHT LAND SURVEYORS, INC . 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