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1024 Ocean Blvd 2013 BedBath renovation 0 Nola LFILE COPY All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. Loading criteria Top chord live load 20 p.s.f. Top chord dead load 7 p.s.f. Bottom chord live load 0 p.s.f. Bottom chord dead load 10 p.s.f. Total load 37 p.s.f. Duration factor 1.250 Vind standard ASCE 7-10 Wind speed 130 m.p.h. Building exposure C Building type CLOSED 1T11' 268' 13 Notice 25'tt-12' 4-10 It is the responsibility of the building desigqner or �RI architect to provide an appropiate connecfion for ✓ a n r trusses to supporting structure per reactions N �� �^ shown on truss engineering. Special considerations X01 for mechanical equipmss ent and/or plumbing (and their J11 J11 r connections)knnapprooved truss layout prior to med by J01 ^° : Manning Building Supplies is a truss manufacturer o It J12 whose responsibilities are limited to those described J02 in ANSI/TPI/WTCA 4-2002 (sections 6.0&7.0). Accordingly Lei a115 J15A o J11 it disclaims any responsibilities and/or liability for FT01 0 $ the construction design, drawings, documents Eo' J12 including the installation and bracing of trusses manufactured by Manning Building Supplies. 13 z' 2' FT02 E03 Approved truss anchor by builder J12 2x4 minimum top and bottom chords E SQUARE cut overhangs A J11 12 NS ✓�Sr J15 ✓ J15 ' 4'5/16 1 (1) 805 J12 '� '4 J12 HEEL acJ 11A 0 J11 , 11 �i rt 12 (I) (1 G03 0 ^ 24n 604 TC 3 X12 B03s = 2 Unless noted otherwise N u '_ _. _.- -.. low1301 L G ' J11 J11 Typical truss ends F o 1- 1 J03 0 ✓� m Joe ;z Warning J01 2741/2' 31T—r-84t2'� EXISTING ROOF Conventional framing, exec#ion andJor permanent ` TO REMAIN bracing is not th@ responsibility o the truss os designer, piste manufacturer, or truss manufacturer. ro 001 Persons erecting trusses are cautioned to seek professional advice regording erection bracing which Is JOB J A02 during ectro4n fond#permanentrevent t toppling which and may be ing wood trusses commentorr andllrecommen ationSeers(BCSI 2006) m ^o o c`� �i ✓� for further information e v oor Trusses shall be installed in o straight and plumb N position. Where no sheeting is applied directly to top and/or bottom Chords, they shall be braced as j specified on the engineered design. Trusses shall be A01 prev�ereid damage o�rnperr sonolei during erection to i J03 Jo3 Hanger list and quanities J02 J02 FL. PRODUCT APP. CODE m J01 J01 1 CI) THA422 CQty.14) FL10447 i1 i �& o 0 0 0 0 0 0 ✓mss i i f Manning Building s i Y 1118' 17Y 4'3• 3P 13 Supplies INC. 11155 Philips FL w3 256 e. Phone= (904) 268-8225 j Faxi (904) 260-2981 i WWW.MBS-CORP.COM Game .JOBB NAME ' Carr Resd LOT/BLK/SUBDIV 1024 Ocean Blvd i 4'` Revievred By, DATE DRAWN BY JOB NUMBER I FLORIDA PRODUCT APPROVAL CODES: ITW ALPINE PLATES 1999....GEORGIA PACIFIC LVL 2023....GEORGIA PACIFIC N I—JOIST 1008.... GEORGIA PACIFIC RIMBOARD 2147 NA 01/03/13 KK J-12-0628 j ij �, I TE ALL THREAD NOT r rrr�irr�rrr���rrr�r.r�iu rrrr,� �I a GENERAL k S EPDXY NOTES {/a 44- i FLORID) BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TC 'EEL, THREADED RODS, STAIR HANDRAILS, AND OTHER //nn v 1. CODES USED: 10iPA AND SCE7-10. BEARING WALLS,4'O.C. IN ALL fj BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING ST SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 3 EDITION,ACI,N ,A INTERIOR WALLS,UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE-HE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. CIO C� TRUCTIO AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWr GROUT ONLY WHERE DETAILED ON T � 2. ALL DESIGN, C S�ITIES H ING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DECALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE =PDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE CODES AND AU OF 31GNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 8 3. CONTRACTOR 1% HAL-L VERT DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITwIN 6"TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF ENGINEER FOR APPROVAL PRIOR TO COMMENCING CONSTRUCTIC 4. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THE E DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FALLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS `L: THIS JOB ONLY. DETAILS HALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN OTHERWISE ON HE PLANS. C.PLACE CORNER RODS E ACCORDANCE WITH APPLICABLE SAFETY LAWS. , z D.PLACE ALL OTHER RODS. z 5. SUBSURFACES IL CONDITI NS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 0 a W 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 OWNER SHALL OVIDE TO HE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. SOIL PREPARAT NS NOTED N SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH o w DESIGN IS SPEC IEO WITHIN HESE PLANS. UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITW A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE a DIAMETER OF THE STEEL MEMBER B81NG INSTALLED. 6. THE SCOPE OF ORK OF THI PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. THE SCOPE 1,F WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO Cl) WATERPROOFIN ,MECHANKAL,PLUMBING OR ELECTRICAL WORK. 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SMALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE,DUST, DIRT,AND OIL. 7. EXISTING STRTURES A SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 6"-TYPICAL WALLS, MONOLITHIC FOOTING w o EXISTINGMEW EVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 7"-EXTERIOR WALLS,STEMWALL FOOTING a NOTIFY ENGIN R IMMED TELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 8"-MASONRY WALLS 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z o MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0 INTERFERENCE AND/OR SCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION YEARS EXPERIENCE IN THE VARIOUS TYPES,OF EPDXY RELATED WORK REQUIRED IN THIS m DOCUMENTS A /OR ACTU L FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE w � TEMPORARY B CING/SHOR G, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO MEASURES NE SSARY T PROTECT THE STRUCTURE AND ANY PERSONNEL DURING DO THE WORK. CONSTRUCTION THE DESI N ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O. RESPONSIBILITY OF THE CO RACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS CONCRETE. NOT OT S ACCEPTABLE TO PLACE A DOUBLE 2K STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" 1. MINIMUM CONC TE COMPR SSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. - 2. 6X6 W1.4 X W1.4 WWM TO BE LACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". 14. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMSMEADERS BELOW, IT IS Z THE USE OF FIBE RMESH SHA L BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM O OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 rrr 3. SLAB THICKNESS IS 4", UNLE S NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED AND 5/135 FOR STRAPPING ALTERNATIVES. !-- rW, cV POVER A 6 MIL.RIOR TO OURI G. CONVENTIONAL BAR ER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONVENTIONAL FRAMING NOTES U z CN M ti I 4. THE FILL BELO THE FO DATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. f"' a m U COHESIVE SOIL R ANY OT ER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% Z 3 MODIFIED PRO OR MAXIM M DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. Z W Q W FOOTING. O �/ LL! m 41 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. W U 5. ALL REINFORCE NT SHALL E GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. V O Z 6. VERTICAL AND RIZONTAL EINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", -� Q WHICHEVER IS EATER. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE c W Q U Q RAFTER AND(5)8d NAILS INTO THE TOP PLATE. r¢G 7. CORNER REINF CEMENT S ALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER f 11 8. REINFORCEMEN SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; AND(5)8d NAILS INTO THE SLEEPER. V 8.1. 3"FOR CON ETE CAST ND PERMANENTLY EXPOSED TO EARTH 8.2. 2"FOR CON ETE EXPO ED TO EARTH AND WEATHER 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 8.3. 1 1/2"FOR C CRETE NO EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEI NT. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2"NAILS. 9. ONLY DIMENSIOJIS FOUND C 14 THE FOUNDATION PLAN BY GEOFF GARTNER, PE, SHOULD BE 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, USED FOR FOUF CATION CO JSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM (11)INTO STUD BELOW. FOUNDATION PU,N,CONTACT THE ENGINEER OF RECORD. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6)16d NAILS. BOTTOM OF 10. STEMWALL TO B A MAXIMUP I OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. c STEMWALL WILL XCEED SIX )COURSES IN HEIGHT. 04 aC9 �C9 a�iC9 d) 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH o 11. WHERE THREAD D RODS A EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF INTERSECTIQJN OF SLEEPER AND EXISTING FRAMING. �+ U3' a c�7 5i o STEMWALL MUS1 BE FILLED. o v o FRAMING t OTES ROOF RAFTER 1. DESIGN OF WOO COMPONE TS 1N THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING ' CODE, RESIDE IAL EDITI RIDGE BEAM AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD r CONSTRUCTION. 2. DESIGN LOADIN OR THIS S UCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. CEILING JOIST 3. ALL FRAMING A CHORS SH WN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS AREW ACCEPTABLE PR VIDED EQU L OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER COLLAR TIE OF RECORD IF E JAL CAPACI IES ARE NOT APPARENT. (2)2x4 SYP COLUMN FOR RIDGENALLEY BEAM SUPPORT, FASTENED Q 4. ALL WOOD DIRE TLY EXPO TOGETHER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO ED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE 1 LL COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)Sd NAILS IN r TREATED. COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP 5. ALL WOOD DIRE LY EXPOS TO WEATHER SHALL BE PRESSURE TREATED. WITH(9)8d NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER. 6. NAILS OR CONNE TORS EXPC SED TO WEATHER SHALL BE GALVANIZED. \ / 7. DIMENSION LUM R O 7.1. ALL MEMBER IZES GIVE IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POS ARE CALL D OUT,HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS MID JOISTSN T BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JO T HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. T JOIST HAN ERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER E DETAIL . 8. ALL NAILS SHALL BE COMMO 4 NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d=0.131"x 2-1 APPROXIMATE 6 00 0 10d=0.148"x 3" SITE LOCATION d� 12d=0.148"x 3- " wQ 16d=0.162"x 3- " a� Ww 9. WHERE FRAMING DETAILS SH W FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN U .2 AND/OR THE FOO ING DETAIL SHEET. U 10. CONVENTIONAL FlAMING LUIV 3ER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LOAD TAB x ROOF: o LIVE LOAD: 20.0 PSF c-t P m DEAD LOAD: 7.0 PSF N fn N w CEILING: �U M LIVE LOAD: 10.0 PSF 130 MPH LIVE LOAD-STORAGE: 30.0 PSF 01114, DEAD LOAD: 5.0 PSF tiy WAYN� �''% R: Vol FLOOR: �A4� •'F. �2Z LIVE LOAD: 40.0 PSF COMPONENT AND CLADDING . a DEAD LOAD: 10.0 PSF �. DECK LIVE LOAD: 50.0 PSF DESIGN PRESSURES WIND LOADS: EFFECTIVE INTERIOR ZONES, WIND SPEED: 130 MPH AREA, SF END ZONES,PSF PSF «.". - �'�► . EXPOSURE: C FROM FIGURE 1609A,FOR RISK IMPORTANCE: 1.0 LEVEL It CONSTRUCTION, 130 MPH 0-20 35 -45 35 -38 . BUILDING CATEGORY: tl - FILE CopyENCLOSED BUILDING: 20 50 33 -41 33 -36 Sheet No. INTERIOR PRESSU COEFFICIENT: 0.18 DUVAL COUNTY WIND SPEED MAP 50-100 31 -39 31 -34 ROOF PITCH: M CH EXISTING THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS R VMftD FOR CODE COMP C LIANCE Sl REGION.NO OPENING PROTECTION IS REQUIRED. 100-200 29 -35 29 �3 ITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. This document,together with the conc$Pb lmd designs pros herein is intendzwm By. ed only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document wiUrout written authorization by Alexander Gra%Consulting,Ina,shall be wltlxxrt liability to Alexander Grace Conaultlng.IneDAM- _Q_ 1 OF 5 I a � 4 0 38r-8n 6 fa c� 25'-8" ,3 i-0" S2 6'-6"- 6'-6" 9 ----- - --- ----------- ---- -- -- - - - ------- ---------- --------------------- -•---------------- ------- ----{ ---- -----�� � I If 1I if if if if 11, I I I r11 - -11- --II- -II--L- L -� - -A--Al- -II- -Il- -TT - li - Tl --Tt- -TI- -�() I ' ! I I III II II II II II II 4 II it II it II II II II II II III t�-11--if- ll-111-11- At- -I� -IT-- 11 i C--- --_ I I I11 !I II II II II I I II 11 II 11 II II II 11 I) "----"`--`---```-` `------- ""``-� - "`" -- i II It 11 It II it II Il II II it II I I I I I i II 8 it I) 11 ii 1 II II 1{ II II it 11 II it 11 II II II II 11 11 II 11 11 it it i E z I I I I i I) it II II 11 II II II U z o s I I 3 I I ► I I III II II II it II l II II II II it II II II II II 1! 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II II II II it II II II a iI I j III II II II it II II II II 11 II Il it 71 it II 11 r 11-SII II II I� it II it 11 It I F-'--, i I 111 II 11 11 II li 11 11 11 II II it I 6 I it II II II II II � If 11 11 111 I II II II fl II I! II II II if II Ill 11 11 11 L L J II Il II II II IIif 11 if ill ff- ill if 0 -11 II II II -fl- II 11 I{ I ti tt II 11 II it II II II ii II II II II II I T I #5 REINFORCEMENT,DRILLED AND EPDXIED USING I I II II I) II II II I) II I) li II II II II 11 11 II Il i SIMPSON SET ADHESIVE.MINIMUM EMBEDMENT INTO I I 1 111 it II II II II it II II it it II II II II II II II I II It it II II 1! II II ly I I � I I II II it II II 1! II II iy i 1 EXISTING AND PROPOSED FOOTINGS IS 6".MINIMUM I I II 11 II II II II II II II it it II 11 U I) II II II S2 EDGE DISTANCE OF REINFORCEMENT IS 3".MAXIMUM I I II II 11 II 11 11 11 II Iy I II it it ti 11 11 II It it II II II II 11 II II II it i HORIZONTAL SEPARATION OF BARS IS 48". _ I i i III 11 ti II II 11 II It II II 1! 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Il 11 II II II N II II I O W co 1 j 11 11 II 11 11 11 it 11 II 11 II II II 11 II II II II I I F-"• M i --9'-2" 6r-6"- 6'-6" I I II !I it 11 it 11 11 11 I N 10" i 1 Jtl II -- II - -II --II -- II -- II---II-- tl--- II it II Il II II II II II I I (� V N I 1 ---------------- --- --- -�lh II 11 A II it �I 11 fl II r Al- 711 II II IM I Z co r I i ----------------- - --- ------ -- - --- -- - _ ----------- -------- --- ----- ---- ----- --------- ---- ----- - W LL N-------------� —� j— i --------------------------------------------------- ----- ----- ; ti-J if 11 II it it L 11 11 11 L JIl 11 11 11 i ) _ ---"— - II II N I) -ll- II II ll IM _ _.a Z F - ------- - -- -- - - -- -------------- ------- -----� _J L_,_J L-I_ I I ; I I ti it II II it II I It II II II 11 It II 11 IM I (n (� m U I I I I 6 I11 II It 11 II II I II II it II it II it it IM i z Q I I I I 4 I i SZ I : ; II II II II II II 1 II it it it 11 II II it IN I z �'�"� W oWp I I I FLOOR FRAMED WITH: I ; II II H II II II I II II it 11 II it it II II i U v S2 TYP I : II II it II 11 II 1 11 11 11 11 II II ii it II i V O i I I I S2 `° I 2x12 FLOOR JOISTS AT 16"O.C. I I ; II Il II II II it I II II II II 11 II II II IM J W Z I I I I I • 2x12 BAND BOARDS,TYP ; I III II II II II 11 I II II II 11 II II II 11 q L1.1 Q J I I I �_ I I iv (2)2X12 FLOOR BEAMS II II If II it II I II II II II II II II II Iy 1-- ' II II II II II II I II II it II II II II it IM ___-__— i I � 2x8 REAR DECK JOISTS AT 16"O.C., I � III II it II II II i II II II II II Il II 11 IN I Q I I DECKED WITH 514"x6"DECK BOARDS. � I ill II II II II II I it II II II II II II it IN I : 11 II it It 11 II I II II II 11 II II II fi i� SEE CONVENTIONAL FRAMING NOTES � , I II it II Il II it { II II II Ii II II II II IM 1 I FOR FASTENING SPECIFICATIONS. � I it II II H II 11 I II II it II 11 II II II IM I I I I I 1 ' j i I II II II II It II I 11 11 Il 11 II II II it Iii I I I i I YS2 `O I I ; I_ li_ II_ IIJ_ It_ II- ii_11 II _ it _ II _ lyI ___ _________ If J �-�-- ---- --------------- -- ---------- I I f::�%OFF-GRADE FLOOR PLAN r------------- ---- - - -- I L = - o I I --- - - ----- --- -, I--- -------------� 1/4"= ,'-0" i I I I ' - OUNDATION PLAN I 1 6 I I I I I I I I � 1 1 S2 I i �c� a� �c� � I I - I � I I � I 1/4"= 1'-0" i in a a aq a -� 2 I I I O 2x6 SPF STUDS AT 16"O.C. 8"X8"CMU PIER. FILL CELLS WITH 3000 1 I 3 I I I I psi CONCRETE AND#5 VERTICAL BAR O I I r ----- --- -- - ------- - --- _J i S2 i 1 I i = FASTEN TO BAND BELOW W2x NO.2 SYP PT BOTTOM ITHE6d ^J^ I I 2 i 9 NAILS AT 6"O.C. Q. ___ _ __ ___l 3/4 PLYWOOD DECKING FASTENED LL 1 I F - - - ---- -- ----- I I FINISHED GRADE z I I I I I I S2 I I WITH 8d NAILS AT 6"O.C.ON EDGE, I I I I I I 12"O.C. IN FIELD. O W I i I I i 2X12 JOISTS AT 16"O.C. Q I I I I r I I I 10"XX10"X24"FOOTING WITH (1)#5 I BARS CONTINUOUS. 2X12 BAND BOARD TOE-NAILED TO I I I I I q 8"x8"THICKENED EDGE I I 2X8 BASE PLATE WITH 10d NAILS AT _ 0 l - -- - - -- - ---- -- - - J I I WITH(1)#4CONTIN000S I I 12 O.C. L I �r i I I I 2x8 PT NO.2 BASE PLATE. °1.4V #5 REINFORCEMENT, DRILLED AND z 1 a: EPDXIED USING SIMPSON SET LL ADHESIVE. O L q I I STEM WALL BELOW.SEE L _ J FOUNDATION DETAILS FOR ° 4 °. U. - { I 77 SPECIFICATIONS. 6 - I FOOTING TO BEAR ON FIRM 9'-2" 1'-9" 9'-0" 2'-3" UNDISTURBED SOIL. qP31 - �13' 10" 13'-0" " 0-0 PECIAL PIER FOOTING o CONTINUOUS BOND BEAM WITH 3000 7 c� U CONTINUOUS BOND BEAM WITH 3000 CONTINUOUS BOND BEAM WITH 3000 PSI ( PSI CONCRETE AND (1)#5 BAR -0" � PSI CONCRETE AND (1)#5 BAR CONCRETE AND (1)#5 BAR 2 FIBER REINFORCED CONCRETE SLAB, N iy 8"X16"CMU STEMWALL. STEMWALL 4"THICK UNLESS NOTED OTHERWISE VERTICAL REINFORCEMENT TO BE#5 ° r ON PLAN. m C DEFORMED BARS AT 48"O.C. FILL VARIES WITH GARAGE SLOPE 8"X16"CMU STEMWALL. STEMWALL m CELLS WITH 3000 psi CONCRETE. a a _ _ VERTICAL REINFORCEMENT TO BE#5 a (0 W o N 0 DEFORMED BARS AT 48"O.C. FILL CELLS WITH 3000 psi CONCRETE. �`' N FINISHED GRADE ° -— — o v FIBER REINFORCED CONCRETE SLAB, 4"THICK I " " UNLESS NOTED OTHERWISE ON PLAN. I - _ -- FINISHED GRADE 8X8 CMU PIER. FILL CELLS 3/4 PLYWOOD DECKING, FASTENED WITH 3000 psi CONCRETE WITH 8d NAILS AT 6"O.C.ON EDGE, LL —I I 10"X20" FOOTING WITH (2)#5 BARS 8"X16" CMU STEMWALL. STEMWALL — AND#5 VERTICAL BAR 12"O.C. IN FIELD. i _ ,, CONTINUOUS. I I — VERTICAL REINFORCEMENT TO BE#5 I I I I _I " " 2X12 JOISTS AT 16"O.C. �.�`�<C a''' •" ••9�Q� ° I ° ° I_ DEFORMED BARS AT 48"O.C. FILL ° a _ 10 X20 FOOTING WITH (2)#5 BARS I — VERTICAL REINFORCEMENT — 4 ° 4 ° CELLS WITH 3000 psi CONCRETE. 4 ° CONTINUOUS. ° TO HAVE 9"BEND AT •• :_ 2X12 BAND BOARD BOLTED TO 28 ° BOTTOM AND BE EMBEDDED „ — 4 4 4 S OF I VERTICAL REINFORCEMENT TO HAVE 9" I ° _ � __ VERTICAL REINFORCEMENT TO HAVE 9" I ° ° ' 4 ° a ° — 4" INTO TOP COURSE. SCREWS ATEXISTING I12"TH(O.C.S1TAGGERED�GA I s BEND AT BOTTOM AND BE EMBEDDED ° — I e — BEND AT BOTTOM AND BE EMBEDDED ° �. VERTICAL REINFORCEMENT TO HAVE 9 ° ° 4"INTO TOP COURSE. I I ° III ° 4"INTO TOP COURSE. ° — 24"x24"X12" FOOTING WITH EXISTING BASE PLATE. '*'� ,,,•dP•��� BEND AT BOTTOM AND BE EMBEDDED = 4" INTO TOP COURSE. I ( ( _ _ ° — (3)#5 BARS EACH WAY MO FOOTING TO BEAR ON FIRM EXISTING STEM WALL. rig FOOTING TO BEAR ON FIRM FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. I FOOTING TO BEAR ON FIRM Sheet No. UNDISTURBED SOIL. UNDISTURBED SOIL. UNDISTURBED SOIL. LOOR SECTION TYPICAL STEMWALL DETAIL GARAGE STEMWALL FOOTING 3 1"= ,'-0" 4 IER FOOTING S2 - 1 1 0 OFF GRADE FOOTING " , " 2 _ 2 OF 5 This document,together with the cont 4ft and designs pm Inted herein is Intended only for the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document without written authoriza*m by Alexander Grace Consulting,Inc.,shag be without liability to Alexander Grace Consulting,Inc. c� 4m 3 S5 1 S5 101 � —SW SW o N (2)2X12 (2)2X12 (2)2X12 � 1 (2)2X10 2:1EZ (2)2X6 1:1 (2)2X6 1:1 B TYP S5 4 101 (2) 12 S5 z' o O (2)2X61:1 1 EZ v N 101 O � ~ SW SW (2)2X12 1:1 1 (2)2X61:1 (2)2X61:1 CO) o w '� 101 0_ EZ Wr (2)2X12 2:1 EZ O (2)2X12 2:1 (2)2X12 2:1 (2)2X6 1:1 A (2)2X12 1:1 q ch W O S5 1 1 1 S5 cn 101 S5 W Zq r (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 � 1 101 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 z 1 p 101 � W (2)2X6 1:1 M M A A (2)2X6 1:1 (2)2X6 1:1 U z tL' W LL 1 3 � 1 ¢ 101 A S5 S5 z W ¢ W W co (2)2X61:1 1 0 � � V 101 (2)2X6 1:1 (2)2X61:1 J � 'Z 2 2X10 W O U ¢ (2)2X61:1 A VERIFY OR PLACE DOUBLE STUD GROUP UNDER O BEAM BEARING.FASTEN BEAM TO STUD GROUP S5 V WITH(2)MSTA24.FASTEN STUD GROUP TO FLOOR A BEAM WITH(2)MSTA24.USE 10d NAILS IN ALL (2)2X61:1 g HOLES. -------------- (2)2X6 1:1 PLACE 6X6 POST UNDER BEAM O RING. FASTEN BEAM TO POST WITH(2)MSTA24..FFASTEN OST TO 1 FOOTING WITH ABU66.USE 10d NAILS IN ALL HOLES. 101 FASTEN LAST STUD OF PROPOSED WALL TO FRAMING NOTES AND LEGEND O EXISTING FRAMING WITH 10d NAILS AT 3"O.C. M C TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYR UNO. STUD MATERIAL: 2x No.2 SPF, UNO. OD SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS O WITH 7/16 OSB FASTENED WITH 8d COMMON NAILS HEADERS: AT 6"O.C. EDGE, 12"O.C. IN FIELD. " $ v a`� SALL O B UNO. EASTEN HEADER LUMBER TOGETHER USING DERS ARE (2) 24 No. 2 SYP WITH TWO K2) ROWS OFINGS AND ON6d (0148LX t AD URN.FAD PLY OF 7/16"OSB S GARAGE 3.5" COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO RETURN.FASTEN WITH 10d NAILS AT 4"O.C.ON ) EDGE " MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE 8 O.C.IN FIELD.VERIFY ANCHOR BOLTS AT CORNER AND AT GARAGE DOOR. THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. •� W HEADER NOTATION IS: / ♦^ vJ NUMBER OF PLIES IN HEADER W z I ; NUMBER OF KING STUDS Q (2) 2x6 2:1 --------------------------------------- O NUMBER OF CRIPPLE STUDS z U SIZE OF DIMENSIONAL LUMBER W f--:::�:VIRST LEVEL WALL PLAN _ ECOND LEVEL WALL PLAN SHEAR WALLS: (((() 1/4"= 1'-0" ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE _ TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. EZ ..� SW LL 1 � SHEARWALL LOCATION SEE DETAILS FOR FASTENERS co r� Q PORCH/GLULAM BEAM a v V ` 2 sLL yz INTERIOR BEARING WALL c� N th 1-STORY THREADED ROD 3 LLL. c cn X G1 N N m O 2-STORY THREADED ROD C'4 g a $ N INDICATES GLAZING CLASSIFIED AS END ZONE. @ r�i —UWi ALL OTHER GLAZING LOCATED ON EXTERIOR OF EZ STRUCTURE WILL BE CLASSIFIED AS INTERIOR 0#�������I������/���� ZONE.SEE"COMPONENT AND CLADDING DESIGN � �WAYIVE PRESSURES,"ON COVER SHEET. ••,••' "S 'Qj�•�� 2 Sheet No. S3 3 OF 5 This document,togetl dr with the concepts id designs presented herein is Intended only for the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document without written au0wrixafon by Alexander Grace Consulting,Inc.,shell be without k"ty to Alexander Grace Consulting,Inc. 1:0 NEC 16"DEEP SYSTEM 42 METAL PLATE CONNECTED WOOD TRUSSES BY OTHERS. E BM2 � ru co LLJ 0- f CY) O to p 0 W of II O H I I III c1r) ------------- ---------------------- Cn ----------- ----- CV) -------------I------------------------11------"I CN -- ----------------- LL 7/ A, 3f Z W z W W 00 P < L —------------------------------- v ---------------------- ------------------ '00,------ ------ - ---------- ------------------ L Cm CD 0 La m 1. 2X6 ROOF RAFTERS. 4- —— — ————— 2. 2X8 RIDGE BEAMS. 3. EOR TO REVIEW ROOF FRAANG PRIOR TO CONSTRUCTION. FRAMING NOTES ON Sl. W 4. SEE ADDITIONAL CONVENTIONAL --------------- W --------------------------- --- -----------------------------------------------------------------------------I --------------------------------------------------------- -------------------------------------- --------------- j IRST LEVEL TRUSS LAYOUT L CL ----------------- ECOND LEVEL TRUSS LAYOUT CL U) --- 1/4"= V0" - --------------- L L---------------- -------------- ------------ TRUSS NOTES: 1. TRUSS DESIGN BY OTHERS.SEE SHEET Sl FOR TRUSS DESIGN LOADING0.a II SPECIFICATIONS. m 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. FINAL .21 PLACEMENT TO BE PROVIDED BY TRUSS DESIGNER AND APPROVED BY EOR. L) LL 8 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS ON SHEET S5.SEE Lo COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. to 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND LOCATION OF ox ao CONNECTORS REQUIRED, SEE SIGNED AND SEALED TRUSS LAYOUT PROVIDED z co 10 —C, C*4 C) V) 0 BY TRUSS SYSTEM ENGINEER FOR CONSTRUCTION. v- 5. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. @ SH DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT 0"** DELIVERED WITH TRUSSES TO SET TRUSSES. 0 0 Sheet No. S4 This �cument together wt I the concepts,and designs presented herein is Intended only for the specific purpose and cOwt for which It was prepared. Rouse of and improper reliance on this document without written aftrizadon by Alexander Grace Consulling,Inc.shall be wWxxd KaWty to Alexander Grace Consulting,Inc. 4 OF 5 j CL 3 EDGE OF ALL THREAD WASHER MUST a j 7/16"OSB ROOF DECK FASTENED TO BE WITHIN 3"OF THE HEADER KING >. � 7/16"OSB ROOF DECK FASTENED TO 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d COMMONS AT 6"O.C.ON 7/16"OSB ROOF DECK FASTENED TO STUD,TYP BOTH SIDES OF OPENING. m c� FRAMING WITH 8d COMMONS AT 6"O.C.ON FRAMING WITH 8d COMMONS AT 6"O.C.ON EDGES AND 12"O.C. IN FIELD. TOP PLATE TO GARAGE HEADER EDGES AND 12"O.C.IN FIELD. EDGES AND 12"O.C. IN FIELD. FRAMING WITH 8d RING SHANKS AT 6"O.C. " CONNECTION: SIMPSON SPH AT 24 �` ON EDGES AND 12"O.C. IN FIELD. O.C.WITH (12)10dX1-1/2"COMMONS. a TRUSS TO TOP PLATE CONNECTION: H2.5A -- TRUSS TO TOP PLATE CONNECTION:H2.5A TRUSS TO TOP PLATE CONNECTION:H2.5A TRUSS TO TOP PLATE CONNECTION: H2.5A C i WITH (10)8d NAILS FOR UPLIFTS LESS WITH(10)8d NAILS FOR UPLIFTS LESS WITH(10)8d NAILS FOR UPLIFTS LESS WITH(10)8d NAILS FOR UPLIFTS LESS NG STUD TOP PLATE TO KI THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS THAN 600 LBS. (2)H2.5A WITH(10)8d NAILS THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS CONNECTION: KI SIMPSON SPH WITH EACH FOR UPLIFTS LESS THAN 1200 LBS. EACH FOR UPLIFTS LESS THAN 1200 LBS. EACH FOR UPLIFTS LESS THAN 1200 LBS. EACH FOR UPLIFTS LESS THAN 1200 LBS. u (2)2x NO.2 SYP TOP PLATE FASTENED (2)2x6 NO.2 SYP TOP PLATE FASTENED (12) 10dX1-1/2"COMMONS AT EACH (2)2x6 N0.2 SYP TOP PLATE FASTENED END OF HEADER. � WITH(2)ROWS 10d AT 16"O.C. WITH (2)ROWS 10d AT 16"O.C. WITH(2)ROWS 10d AT 16"O.C. (2)2x NO.2 SYP TOP PLATE FASTENED GARAGE DOOR HEADER.SEE a }- STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24"LAP WITH(12) WITH(2)ROWS 10d AT 16"O.C. FRAMING PLANS FOR SIZE AND PLIES. W 10d IN LAP. 10d IN LAP. FASTEN TO STUD WITH SPH AT 10d IN LAP. STAGGERED,MINIMUM 24"LAP WITH(12) v 32"O.C. 10d IN LAP. w � w FASTEN 7/16"OSB W/8d @ 6"O.C.ON ��-- FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN TOP AND BOTTOM OF STUDS TO 1/2"ALL THREAD CONNECTORS.SEE a EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C.IN(FIELD. TOP AND BOTTOM PLATES WITH SIMPSON ALL-THREAD NOTES ON THIS SHEET FOR FASTEN ADJACENT STUDS W/(2) SPH AT 32"O.C. INSTALLATION SPECIFICATIONS, SPACING ROWS 10d COMMON NAILS @ 8"O.C., 2x SPF STUDS AT 16"O.C.SEE STUD TABLE `--- 2x6 SPF STUDS AT 16"O.C.SEE STUD FASTEN 7/16"OSB W/8d @ 6"O.C.ON AND EMBEDMENT STAGGERED.FASTEN 7/16"OSB TO ON FRAMING PLAN FOR STUD SIZES. TABLE ON FRAMING PLAN FOR STUD SIZES. EDGES, 12"O.C.IN FIELD. FASTEN 7/16"OSB W/8d @ 6"O.C. ON EXTERIOR OF RETURNS&ABOVE 2x6 SPF STUDS AT 16"O.C. EDGES, 12"O.C. IN FIELD. DOOR W/8d @ 3"O.C. ON EDGE, 12" c 2x No.2 SYP BOTTOM PLATE FASTENED TO 2x6 No.2 SYP BOTTOM PLATE FASTENED TO O.C.IN FIELD. a 2X4 No.2 SYP BANDBOARD WITH 10d NAILS 2X4 No.2 SYP BANDBOARD WITH 10d NAILS 2x6 NO.2 SYP PT BOTTOM PLATE.FASTEN 2x6 SPF STUDS AT 16"O.C. z AT 3"O.C. IN SECOND FLOOR, 12"O.C.IN AT 3"O.C. IN SECOND FLOOR, 12"O.C. IN TO BEAM BELOW WITH 16d NAILS AT 6"O.C. (2)MSTAM24 FOR GARAGE HEADER 0 SHEARWALLS. SHEARWALLS. 2x6 NO.2 SYP PT BOTTOM PLATE. FASTEN CRIPPLES. (9)10d NAILS,(5)1/4"X2-1/4" > c 314"PLYWOOD DECKING,FASTENED WITH TO BEAM BELOW WITH 16d NAILS AT 6"O.C. TAPCONS INTO STEMWALUMONO. X Z 3/4"PLYWOOD DECKING,FASTENED WITH 314"PLYWOOD DECKING,FASTENED WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN GARAGE SLAB Ii 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN 8d NAILS AT 6"O.C. ON EDGE, 12"O.C.IN FIELD. 3/4"PLYWOOD DECKING, FASTENED WITH FIELD. FIELD. 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FINISH GRADE -- FIELD. ° SECOND FLOOR TO BEAM:MSTA36 AT 32" O.C.WITH(26)10d NAILS SUPPORT BEAM 8"X16"CMU STEMWALL.CELLS FILLED WITH a a a ° c III=III= AS SHOWN ON FRAMINGIPLANS. 3000psi CONCRETE AND(1)#5 BAR AT 48" o Fll'� ll� o.C. ° I III-III-III °Q III=III=FLooR sysTEM FLooR sYSTEM II II I I I IIIII I Ii II I II I I I'I I-1 I I II I II I II II I I Z (2)2x NO.2 SYP TOP PLATE FASTENED (2)2x6 NO.2 SYP TOP PLATE FASTENED WALL SECTION ON LVL BEAM __ FINISHED GRADE ' "'—"'_'I'=1�I—I"—' ' ' -�i i—1 11=1 I I=1 I I-1 I I—III—I 11- � I FEI I III= 0 (J M WITH(2)ROWS 10d AT 16"O.C. WITH (2)ROWS 10d AT 16"O.C. 1/2"= 1'-0" -I I=III=1 I=III—/ SEE SHEET S1 FOR FOUNDATION DETAILS. U V N STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24"LAP WITH(12) _ !_-I_!I - TYPICAL = W -� 10dINLAP. E ISI -� 5 GARAGE OPENING DETAIL LL 10d IN LAP. � 1=1�I • I(1= 1'-0"= a 1/2"ALL THREAD CONNECTORS.SEE III — - I 1/2" ALL-THREAD NOTES ON THIS SHEET FOR FASTEN SECOND FLOOR STUDS TO FIRST =I(I=)I 1=1 I I=III=I I (J7 (o m V INSTALLATION SPECIFICATIONS,SPACING FLOOR STUDS WITH MSTA36 AT 32"O.C. Z Q AND EMBEDMENT z W Q m '�- FASTEN 7/16"OSB W/8d @ 6"O.C.ON O U FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, 12"O.C.IN FIELD. EDGES, WALL SECTION V O EDGES, 12"O.C. IN FIELD. 4, J �/ Z 2x6 SPF STUDS AT 16"O.C. 1/2"= 1'-0" W Q 2x SPF STUDS AT 16"O.C. Q V d 2x NO.2 SYP PT BOTTOM PLATE.FASTEN FIRST FLOOR TO BEAM:MSTA36 AT 32"O.C. r n TO BAND BELOW WITH 16d NAILS AT 6"O.C. WITH (26)10d NAILS. SUPPORT BEAM ASSHOWN ON FRAMING PLANS. 3/4"PLYWOOD DECKING,FASTENED WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN 3/4"PLYWOOD DECKING,FASTENED WITH FIELD. 8d NAILS AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. I CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND(1)#5 BAR CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND(1)#5 BAR CIAo SEE FOUNDATION PLAN FOR DETAILS. _ _ — 4 a C7 .off U' �C9 =1 I El I=III— =1 I El I-111-- SEE FOUNDATION PLAN FOR PIER '1%11, p � <qo i— I= SPECIFICATIONS. JJ I a I I—I 11=1 11=1 11=1 I I 11=1 11=1! 1=111=1 I I TYPICAL TWO-STORY WALL SECTION TWO-STORY WALL SECTION J HEADER KING STUDS ARE 1/2"= V-O" 1/2"= V-O" — SW ACCPETABLE AS SHEAR WALL END STUDS W a INSTALL DOUBLE STUD GROUP AT V EACH END OF SHEAR WALL. Z SPH WITH (10)8d AT 24"O.C. IN 7/16"OSB FASTENED TO FRAMING W/8d HEADER,MINIMUM(2)PER HEADER AT 3"O.C. ON EDGE,6"O.C. IN FIELD BETWEEN DOUBLE STUD GROUPS. ' ----•- N0.2 SYP HEADER,TYP. SEE PLANS _ FOR SIZE,PLIES,AND NUMBER OF U. KINGS AND CRIPPLES. EXISTING TOP PLATE AND WALL FRAMING. CRIPPLES TO HEADER WITH MSTA18 EXISTING HEADER FASTEN EACH STUD IN DOUBLE STUD f; N WITH (6) 10d IN HEADER,(8)10d IN GROUP TO STEMWALL WITH MSTAM36 "'N CRIPPLE I WITH(13) 10d NAILS AND(8)1/4"X2-1/4" Wd FILL OPENINGS WITH 2X4 NO.2 TAPCONS. _ M to �o SPF STUDS AT 16"O.C. FASTEN TO HEADERIFRAMING C� KING STUDS&CRIPPLES:(6)16d ABOVE AND BOTTOM PLATE DOUBLE 2X4 PLACED BELOW SHEAR U BETWEEN ADJACENT KING STUDS BELOW WITH(4)10d WALL END STUDS. FASTEN TO TOE-NAILS. Lr1 N AND CRIPPLES. STEMWALL BASE PLATE AND BOTTOM 2x4 LATERAL AND DIAGONAL TRUSS WHERE DOORS/WINDOWS PLATE ABOVE WITH(4)10d TOE-NAILS. BRACING AT 24"O.C.. FASTEN EACH m = EXIST,USE 2X4 BUCK.FASTEN END WITH(3) 10d TOE-NAILS. N EACH END WITH 4 10d x a� y m TOE-NAILS. 03o � ALL CRIPPLES AND KINGS TO BOTTOM FLOOR SYSTEM BELOW. C%j � o PLATE BELOW WITH SPH WITH(10)8d. 2X4 PT NO.2 SYP BOTTOM PLATE. c C N FASTEN TO EXISTING SLAB WITH cp � C41/4"TAPCONS AT 6"O.C. . a , O (n A ci4. ao FLOOR TRUSS SYSTEM BY OTHERS. AN FLOOR SYSTEM AT 19.2 O.C.FASTEN BOTTOM PLATE TO BAND BOARDSEE WALL SECTION FOR DETAILS. B 6"ON BOTTOM 9"ON B PLATE.FILL CALL HOLES WITH D ° D ° RH EAR WALL ASSEMBLY DETAIL. � LL BOARD, — WITH 10d NAILS. `' 1/2"= 1'-0" s L V� NOTES TRUSS BRACING AT WALL `''� EAD E R FRAMING DETAIL - OFF-GRADE _WALL FILL IN DETAIL 1.5/16"HARD(-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHOWN ON THE FRAMING PLAN. Sheet Na. 2.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN. SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS. S5 II document,togeth4 r with the concepts and designs presented herein is intended only for the specific purpose and client for which It was prepared. Reuse of and improper reliance on this document without written authorization by Alexander C,race Consufting,Inc.,shaft be without ilabftity to Alexander Grace Consulting,Inc. 5 OF -- -- --- ------ ------ -- -- ----------- -- -- -- -- -- -- -- --® 1 1 r I1 1 m ol x mm DSK _ O00 (n _ O -� -01 0 F < OO m0 � Z � D O Z f � m ;d Omm\ , Vtl � Z � OC7 _ I o U) m 1 , - --=--- -- - = - ----- �. I Iv o -� v -- 0 f�J ' ----- 1 j ' 1 mo 1 v Eer I- /ocnz 1 < m � FT1 m II ® I � -- Q � .� 1 I &J -- - - - - o � I � � rri U) . I 1 oo Dom, - oma l.. I o � � o 1 -- -- -- -- ----- ----------- -- ------- ------ -- -- - - ----- - 0� < Z --1 6600602 , mm O mom -0 X x o ►JV "'�"' �. oC) > � X , D Z ^ -0O O TI7 Z O C"3O � Z cn m C N D cj� l _ Z c/) 1 fel m fel O tll � ° C: 1 U O 0) N •U WIND -0° °' C -° Z NE INFORMATION . ° _ c THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. o a ° N05042 ' 21 " Y V 75 . 12 ' WIND SPEED 120-130 ° -0 ( o- 0 0 IMPORTANCE FACTOR 1 0 v o U __ _ __ __ __ __ __ __ _ __ _ BUILDING CATEGORY 11 -_ - Qcn 0 E � - MAX. ROOF HEIGHT (MEASURED FROM GRADE) /- U) = '3 ° — N OU) °, ° o N p SEE STRUCTURAL C ENGINEERING SHEETS FOR: �- � � .� aV c U)°'-° - rn � 1. EXPOSURE CATEGORY & OPENING PROTECTION REQUIREMENTS. °' c .E vca) 2. COMPONENTS & CLADDING/ WINDOW & DOOR DESIGN PRESSURES. 3 C: c II ° wo 20 ' \ B R L 0 U) 00 — — — — — SCOPE OF WORK : U U fA 0 -° +, N 0 =3 0-1 U ° i 1 . REMOVE EXISTING ADDITIONS, ENTRY, WALK & DRIVE. (n o •3 +, _- ° I I 2. NEW 1 –STORY GARAGE ADDITION W/ NEW DRIVE. -C o 0 o O ,� �- NEW CONC. I– 0 -v U ti= o STEPS I I 3. NEW ENTRY & WALK. NEW SCREENED APPROX. LOCATION PORCH (1ST FL) OF EXIST. PALM TREES 4. NEW 1 & 2–STORY ADDITIONS. TO REMAIN (IF POSSIBLE) 5. MOVE EXISTING A/C UNIT & ADD SECOND UNIT. U 1 Z EXIST. A/C RE-LOCATED SITE CALCULATIONS: FOR NEW -- - - -- - -- - -- - -- - - I I Z W LOT SIZE = 9,400 SF M ADDITION \ NEW _ r�I� N V M U \ I HOUSE COVERAGE 2,407 25% I NEW A C ( ) N p W I I EXIST. 0.S. 2 — STORY I I VERIFY LOCATION CONCRETE R – M 0 ' SHOWER / D I VE/ WALK COVERAGE 477 SF (05%) U Q c ADDITION I I W 2 ° LL � \ ; J 0 0 - ��-- - -- - -, I Z LEVEL OF ALTERATION : _ LL M to NEW � JJ � •aD PER 2010 FBC, EXISTING BUILDING , = O N _ TORY ( U S I THIS RESIDENCE IS LEVEL 3. _ E EXISTING I ( �' Q a W w .� ADDITI DN v IJ •RY c oCU SQUARE FOOTAGE CALCULATIONS: a ' BRICK FRAME - \ - -- I 0z / EXISTING CONDITIONED SPACE 1 ,286 SF Q =� 02 o a ' I EXISTING CONDITIONED SPACE• REMOVED (405 SF) i "•'`�\ <.. \ I O NEW CONDITIONED SPACE Q W 964 SF NEW O ( I - -- GARAGE ' v NEW 2ND FL CONDITIONED SPACE 659 SF 06 NEW ADDITION I i TOTAL CONDITIONED SPACE 2,504 SF v ISO COVERED ENTRY \ , - 3 -8 I NEW UNCONDITIONED SPACE (GARAGE) 273 SIF INQ EXISTING UNENCLOSED SPACE (ENTRY) REMOVED (25 SF REMOVE ° ' NEW UNENCLOSED SPACE (ENTRY) 38 SF I I ENTRY & 01NEW UNENCLOSED SPACE (SCREENED PORCH) 175 SIF WALK � -' ' ... , � Q L _ — — — — _ — J EXISTING TOTAL SPACE UNDER ROOF 1 ,311 SF I NEW TOTAL SPACE UNDER ROOF 2,990 SF LL � Q M 2 0 B o M W04 NEW . . I ZnW N M u� :RIVE : TYPE OF CONSTRUCTION : ° °� _ U_ I @� w 13' 7'_ TYPE V–B U = O 0606 Z W I ' -- -- - -- - —+--- -- -- -- -- - -- -- ' . , Z Q U SHEET INDEX. PROJECT LOCATION o z FILE COPY U z S770 5 1 a ' 00 W ® O ' 0 O Al SITE PLAN, PROJECT LOCATION NOTES O IJ– A2 DEMO/ EXISTING FLOOR PLAN & W U) N NEW ROOF PLAN ` AD FOR CODE COMPLIANCE ' A 3 NEW FLOOR PLAN � � CITY OF ATLANTIC BEACH R SEE PERMITS FOR ADDITIONAL A4 NEW SECOND FLOOR PLAN a REQUIREMENTS AND CONDITIONS. A5 NEW ELEVATIONS A6 ELEVATION & SECTIONS C, 12th ss REVIEWED BY: DATE: 0 C E IN B 0 U L E V A R D A7 WALL SECTIONS A8 NEW ELECTRICAL PLAN ` City of Atlantic Beach gixst Planning and Zoning Department A9 NEW SECOND FL ELECTRICAL PLAN & 11s s N This approval verifies compliance with applicable t WINDOW FL4SHI-NG '1u,51zoning, subdivision and other local land ' development regulations, but does not constitute O approval for the issuance of permits. Compliance 0 with Florida Building Code and all other applicable N } t local, State and Federal permitting requirements scan smust be verified by signature of the City of Atlantic Beach Building Official prr to the issua ce of a Building Permit. Approved By: W Date: t PSP �3 / w Plaza SCALE: 1"=10' V8 int ss club Of w T u_ ° t - _ w LU I CO I i I � Q p p p U 0 0) p / O X ' I WH ) F- - WALL REMAINS THIS AREA, -p -Q C +' p REMOVE BRICK & WINDOW IG - L- - O 0I u)I III 0 .� 0- E p a ° -0 0 a p 0- (D REMOVE EXISTING WALL & EXISTING •0 WINDOW, THIS AREA p U O REMOVE 'EXISTING EXISTING LAUNDRY 10 III -p p pU p' � v SLOPED CLG L N EXI ING ��� ADDITIONS III H - __jj I V) -0 - O O.S. SH ER � � 3'-1" L CLG p (D p - : O W 0) p 0 ) .a� � - - � — EXISTING 0)-o c: (D.(D c N - Ni III � — - - �� STORAGE II p .� v > Lij 0 _ LJL�1 - �I �I _ 7 _I v� p -0 - � a� - EXISTI REMOVE WALL, - \ O p _ XISTING � CD THIS AREA I \\V7-5"/ - - - J - - - - - BATH +V�) �O EXISTING B DROOM '-3" CL _ _ — — —rrn EXISTING REC RM � O -0 -3" CLG L - - - - - - - - � II U Q � 8'-5" LG EXISTING DNING -- p 0 p >' ii P ii IFTTFT7 8'-3" CLG .� V) L_ �3 -p 0 � KITCHEN � I I I A I III I MOVE D00 \\ EXISTING -LI� 8'-3" CLG � � O � � O N 4- WALL \y WALL REMAINS, MUD RM < 7.5" THIS AREA \\ 1- v L. -0 Uv= O CHANGE _ _ 8'-0" CLG \\ 7., 5„ Ijill 1111 [1 1111 SWING \ Jill EXISTING EXIST. 2ND FLOOR ROOF (NEW SHINGLES) HALL - - - 5" _ - - - - - - - - - ( 1 \ —� - - - - - - - - - � IH 111111111 7'-1" CLG i /�\ \ /�\ C ! 4:12 PITCH HIP ROOF11 'J \ / lIF I I I III ` V RIFY & MAT H / E C I I - - - - EX. ATTIC - — - - - _ A - EXISTING PITCH) ACCESS - - - - - - 7.5" T - - \\\ REMOVE DOORS - - N U REMOVE DOORS REMOVE EXISTING ADDITIONS VJ I _� .0 EXISTING 2ND FLOOR ROOF ui Q 1 - LIVING � cc (NEW SHINGLES) Q 8'-3" CLG O I DEMO S� EXISTING J LL M •� TOMBE RE USED FRONT DOOR, � L_ � V R P 1-•� EXISTING ROOF, REMOVED > w RE-FRAME FOR NEW ADDITION > c SCALE: 1/4" = 1, = Q • • E EXISTI G // II IT 11 1111 1 11 1 1 Lu W iLLLZ BEDRC OM 8'-3" LG IT 11 11 IT 11 11 It 1 11 IT 11U m 0 .3 � U cc Q ~ = U II II _ a. I} - REMOVE EXISTING ENTRY J & ROOF = Q W I IIF1I I I lillillill Hill\ I - - 6 c' I EXISTING ROOFI 1 11 111111 11 1111 111111 111111 06 I till litill 111111 1111 SHINGLES) 111111 IIITII It Ell 11 11 lI 1 1111 111 11 11 i — 1 MO SCOPE OF WORK: — DE � � I -- _ EXISTING 0 0 I 1. REMOVE EXISTING ENTRY & DOOR (DOOR TO BE RE-USED). LLLLiLL CHIMNEY LL Q C7 2. REMOVE EXISTING ADDITIONS, PER PLAN. I � 7 cn W > N � 3. EXISTI G WINDOWS, IN REMAINING HOUSE, TO BE - - ` REPL ED. _ EXISTING ROOF _ _ N � _ Z � w M I 4. RE-USE BRICK, FROM DEMO, IF POSSIBLE. -_(NEW SHINGLES) - --- r - EXISTING ROOF J F•- : LL E' 5. EXISTI G LIVING & BEDROOMS: REMOVE EXISTING DOORS. _ __=J _(NEW SHINGLES) _ W p... 6. EXISTI G BATH: REMOVE SHOWER, TOILET, SINK, ETC. - -- - - Q m7. EXITI G KITCHEN: REMOVE EXISTING APPLIANC SINK,I - 0606 ZWFIXTU ES CABINETS, ETC. Q I 8. VERIF W/ OWNER, ITEMS TO BE RE-USED OR RETAI ED BY OWNER FOR RE-SALE, ETC. - X Z Q U - E ISTING ROOF - 0 J W NEW SHIN ) I- = U W U Z Q F --� 0Q0 � NOTES -�- 3 � D � � _ Q 1. CONTR CTOR SHALL VERIFY ALL CONDITIONS AND - _--� 11 11 IT 1 11 IT 11 1111 DIMENSION PRIOR TO DEMOLITION AND CONSTRUCTION. NOTIFY _�- IL LLLL 12" OVERHANG, ENTRY W O ENGINEER ND/OR DESIGNER, IF APPLICABLE) OF ANY -_ (NOTE: MATCH EXISTING Z r - I i DISCREPAN IES. --� OVERHANG ON ALL OTHER 2. CONTRACTOR TO SUPPORT EXISTING STRUCTURE, PRIOR TO NEW ADDITIONS.) AND DURIll DEMOLITION AND CONSTRUCTION. - I I I \ REMOVE ROOF (OVER EXIST. ENTRY) & RE-FRAME (SEE ENGINEERING)ki J 4:12 PITCH HIP ROOF (GARAGE 0 7'-3" PLATE HIST ABV FFL) IL CV (VERIFY & MATCH EXISTING PITCH) 0 r- i 0 0 O LL NEW v W Z Q ROO F= P LAN o SCALE: 1/4" = 1' N —V X II 1 LL 00 w 0 I II I 0 C C U .2 .0-1 V N O p � W O O ++ O O d E O _U j E L u) n N c: !2 ° � ° a p o O U O, U) ;~ N ° c c U) -0 - a� D :° E -0 a8 � GENERAL SCOPE OF WORK: • ' U) -0 o 39' EXISTING LIVING ROOM O ai C O O 1. REPLACE FRONT DOOR W/ NEW WINDOW. _ N 4- ._ 26' 13' 2. RE-FINISH WOOD FLOOR & REPAIR CEILING. N •� c W 3. ARCH THE EXISTING DOORWAYS. O •� p > W 'U 6" 8'-8" 8'-4" 8'-6" 2'-10„ 7'-4„ 2'-10" 3 0) -,-, O EXISTING HALL D 1. 8" BOX HANDRAIL & t° 2. RECL 'SFINIISH (WOOD FLOOR. pNG, IF POSSIBLE. _0 O� L) U COLUMN TYP SCREENp N ti- o -0 L6 � ) 4„ 6'-6' Of f EXISTING BEDROOMS +� U U to U � — — — — — — — _ — — — "I _ 1. REPLACE DOORS & CHANGE SWING. ai - - a O > (3) R Nz" BEAM ABV BEAM ABV BEAM ABV O g" 2. RE-FINISH WOOD FLOOR. C D 30 p ( � Q EXISTING BATH O N O N m NEW SCREENED U v= O I > PORCH 1. RE-USE DOOR & CHANGE SWING. o Iia o OA ;� 2. NEW SHOWER & REPLACE TOILET, SINK, ETC. i w 8'-6" CLG 3. NEW TILE. m' o - (D 5'-4" V) 7'-8" 7'-8" S' O NEW KITCHEN U N N 1. NEW CABINETS, COUNTERS, APPLIANCES, FIXTURES, TILE © FLOOR, ETC., PER OWNER. I 2. NEW PANTRY. O9 4" 4"O9 NEW ART "' 3. VERIFY ALL APPLIANCES W/ OWNER. NEW STUDIO Z M E FAMILY RM 8'-2" CLG O NEW FOUR v N U 5 0 8'-2" CLG 1. NEW WALL/ BRICK, WHERE WINDOW REMOVED. KEEP //� O VJ N BRICK ON WALL, PER OWNER. Ch O NEW I DINING 3'-8„ 3'_8„ 5'-s„ OTHER W � 0 - >% O 1. WINDOWS IN REMAINING EXISTING SPACES, TO BE REPLACED. Q Q O © 8'-2" CLG 4 EXISTING WINDOW SILLS TO BE REPLACED W/ 7"-8" DEEP SILLS, J � VERIFY W/ OWNER. J LL M Z STORAGE NEW O 2. VERIFY EXISTING CEILING REPAIR & EXTENT OF FLOOR RE-FINISHING. _ N 12"BARLEAF N 5 POWDER = U ® 42" HIGH O Q Q Q E r A 10' 3'-6„ 31,11 5,-1„ 3, 8" C5 4 z `o (� W Z m EXISTING I O ¢ EXISTING O.S. SHOWER i� — — 00 > A/C J V 0 cu EXISTING I BRICK - - - - - - - - - - - - � — — N M Q Z a U NEW WALL, — — 4 DOOR SCHEDULEMATQ J EXISTING — — -� LL� SYMBOL TYPE WIDTH HEIGHT MATERIAL/ MANUFACTURER FINISH THRESHOLD REMARKS I- I SINK DW — — FINISHES. _ — 5 —SLOPE T W ` NE - TOP 1 6-PANEL 3'-0" 6'-8" RE-USE EXIST. FRONT D00R PAINT �, ���,{ as .. - OF ACCESS_DO . , HOW 43'-2" 4'-8" ;� I `° — — I 2 3-PANEL 3'-0" 6'-8" MASONITE VERIFY MATERIAL W/ OWNER a( p I �t w I — — STORAGE `n rV 01\p w "� UNDER STAIRS 3 3-PANEL 2'-8" 6'-8" RL-MODELED U�> I I _ _ r 1 BAT{1 O �¢ 4 3-PANEL 2'-6" 6'-8" V 3 ,- " " 3 2 X 4 8 r " i SOUNDPROOF WALLS 8 -3 ISLAND �' PER OWNER 5 3-PANEL 2-4 6'-8- RE OR EXIST. BATH CLG NEW y io 00 " �I ( KITCHEN O - I N 6 LOUVERED 2'-4" 6'-8 N + I _ I z I �` NEW MUSIC ¢ 7 3-PANEL 2'-0" 6'-8" �O 8'-3" CLG a a n STUDIO � EXISTING 4'-10" 2'-6" 2'-6" NEW 8'-3" CLG 8 6-PANEL 2'-8" 6'-8" RE-USE EXIST. REAR ENTRY DR ALUM 20 MIN. GARAGE ACCESS DOOR EXISTING y I FOYER OH BEDROOM co 9 SLIDING 6'-0" 6'-8 TEMP GL ALUM HALL 8'-3" CLG -� 8'-3" CLG RAISE CLC 3'-8 2 -4 A7 10 GARAGE 9'-0" 7'-0" STEELBASE ROLL-UP NQ TO 8'-0" EXIST. 12" CAB. CAB. (3 4" COL. O3 O O L.L (FIELD VERIFY sH co cool 4'-10 8' WINDOW SCHEDULE 0 0 Q M O CONDITIONS) oo NEW BRICK, 3 r7I O O SYMBOL SIZE MANUFACTURER TYPE REMARKS NOTES: cn W N TERMINATES HERE Z � N I EXISTING EX. ATTIC 4 A 3050 SH WINDOW SIZES LISTED ARE 0 0 w ch ACCESS EX. FP ARCHED 7" J J ! BRICK B 3050 SH EGRESS NOMINAL. ACTUAL WINDOW SIZE � W F — -1 oZ OPENING m _ m 7" SHALL BE VERIFIED PER A a' NEW r) ¢ z WH C PR 3050 SH W UZ MANUFACTURER FOR GLAZING tea. ( - ( EN'R� a D 3030 SH 0 0 _ o, ¢ ¢ 0:0 FINISH & EGRESS. ¢p I w -7" CLG W, �• 6' CURB E 2030 SH Q m F 2030 06 FIXED NEW & EXIST. WINDOW SILLS TO °� W O3 EXIS`NG 4'-5" 5'-8" 3' 11" 3' F3'--8 6'-2" G 1430 AWNING BE 7"-8" DEEP. 0 Z m LI V N G ! ATTtC�1�CESS H 1430 TRANSOM Z Q W BEAM ABV _ LA— — — — -J O J (� 8'-3" CLG _ — — — A6 W Z U Z CK El -E O 0 0 J X. NOTES: F— �B I BRICK a 1. SG INDICATES WHERE SAFETY GLAZING IS REQUIRED. W N —{ O i N N 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. EXISTING 4'-1" 6'-4" 3' 5" NEW I NOTIFY ENGINEER(AND/OR DESIGNER, IF APPLICABLE) OF ANY DISCREPANCIES. BEDROOM GARAGE N 8'-3" CLG © 8'-11" CLG FIRST FLOOR — ROOM FINISHES 8" BOX 3 BASE WALLS CEILING CROWN COLUMN A7 ROOM NAME FLOOR NOTES (�) MATL FINISH MATL FINISH MATERIAL FINISH HEIGHT MATL FINISH EXISTING F — - - - - - - - � BRICK ENTRY CONCRETE N/A N/A N/A N/A BEAD BD. PAINT 8'-7" N/A N/A I REPAIR REPLACE I I FOYER TILE WOOD PAINT GWB PAINT GWB 8'-3" / BRICK, WHERE ENTRY STAIRS WOOD VARIES © REMOVED 2 I I N EXISTING A6 MUSIC STUDIO CORK 8'-3" VERIFY FLOORING W/ OWNER r.. BRICK I I ( POWDER/ HALL TILE (6 ART STUDIO LINOLEUM N 10 FAMILY TILE f NEW DINING TILE L ` > � � � L�^' NEW BRICK 6,_g„ KITCHEN TILE W EX. BATH TILE j ~ SCALE: 1/4" = 1 13'-10" 13' EX. HALL N/A N/A N/A N/A LL 26'-1 0" EX. BEDROOMS N/A N/A N/A N/A N LL , EX. LIVING N/A N/A N/A N/A O SCREENED PORCH DECK BDS N/A N A SIDING BEAD BD. 8'-7- TILE AS ALTERNATE FLOOR / / SDNG " 0 GARAGE - TYPE X 5 8 GYP. D. ON CLG. CONC. WOOD PAINT GWB GWB 8 11 / B O F- w W W c 7z I Z f� � I � P I I C v r VO C_T Q) Q) a � •� n cn a -D- v N N v c -v oJis w- 0 11-1 1 >," -v c o v +' C O � aE v — � cnE L v a 0 -0 o a 0 0 -00U v, v� a� v c � v a� � � a ° E � - c V) v O cn 0 a) Q) a) V 0 '0) vi a� 6 v)-p c A8 c 0 . v > Lc: 'U v + c, -0 _4-1 N 34'-4" L U LLJ O v a 18'-6" 7'-6„ 8'-4„ 4,-4„ L cn 0 3 .2 4- L c U +_0 N O 3'-4" 12' 3'-2" - -p •- U) L -v c v © V V) OL 3 -- v :EO Q O (D �- ROD & SHELF F- U L -v U F__ O E:l 4'-4" i 00 NEW Z N CLOSET m IJ O O 8'-0" CLG I w = C NEW MASTER 5 NEW `t = Z BEDROOM LAUNDRY ccyi 0 8'-0" CLG 8'-0" CLG N s 3 � ` I DOOR SCHEDULE M _M s " N O UJ U) 0Q 4 T O SYMBOL TYPE WIDTH HEIGHT MATERIAL/ MANUFACTURER FINISH THRESHOLD REMARKS d' �+ N 15'-2" 1'-8" 1 0" — r 1 6-PANEL 3'-0" 6'-8" RE-USE EXIST. FRONT DOOR PAINT Q - _ J QILL to C 5 ii O 711, 2 3-PANEL 3'-0" 6'-8" MASONITE VERIFY MATERIAL W/ OWNER J —1 M 0 TEMP. GL ENCL. > .N OVER 40" HIGH z z 7 -� Uw E 3 3-PANEL 2'-8" 6'-8" > _ N WALL W/ 30" DR 7 D U 0 V 4 3-PANEL 2'-6- 6 -8' = Q E c° NEW MASTER U — Q¢ � 4'-�" I I Q Q 5 PANEL 2'-4- 6'-8" RE-USE DR FOR EXIST. BATH — L1.1 W •- © BATH '" 3- E — U m Z 4'-2" X 5'-8" - SG 8'-0" CLG O W C 6 F OOR LINE F 1ST 6 LOUVERED 2'-4" 6'-8" J U O c SHWR WALL 0 7 3-PANEL 2'-0" 6'-8" Q V 40' HIGH A r w8 6-PANEL 2'-8" 6'-8" RE-USE EXIST. REAR ENTRY DR ALUM 20 MIN. GARAGE ACCESS DOOR Q J O o 7'-4" VANITY ! N J Li 3'X6' TUB o 0 9 SLIDING 6'-0" 6'-8" TEMP GL ALUM Q o0 I -- — --- :20 � - 10 GARAGE 9'-0" Z'-Q" STEEL ROLL-UP Q Q W 10N 06 6 6" WALL) 1,-8„ WINDOW SCHEDULE SYMBOL SIZE MANUFACTURER TYPE REMARKS NOTES: A 3050 SH O O WINDOW SIZES LISTED ARE B 3050 SH EGRESS NOMINAL. ACTUAL WINDOW SIZE co I SHALL BEVERIFIED ED PER_00 PR 30501 SH , MANUFACTURER FOR GLAZING Lo i i in �n D 3030 SH FINISH & EGRESS. E 2030 SH F 2030 FIXED WINDOW SILLS TO BE 7"-8" DEEP. G 1430 AWNING 1430 TRANSOM � NN i 0 L.L O O " ' " ' m 7 5 -43 -64LL W Q 26' NOTES: U) W > N Z W tiIi 1. ❑ INDICATES WHERE SAFETY GLAZING IS REQUIRED O OJch J a 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. EXISTING CHIMNEY NOTIFY ENGINEER(AND/OR DESIGNER, IF APPLICABLE) OF ANY DISCREPANCIES. W Q m U ECOND FLOOR _ ROOM FINISHES Q 06 od BASE WALLSCEILING CROWN Z m ROOM NAME FLOOR NOTES MATL FINISH MATL FINISH MATERIAL FINISH HEIGHT MATL FINISH Z Q Q V LANDING WOOD WOOD PAINT GWB PAINT GWB PAINT 8'-0" N/A N/A J rW, CLOSETS WOOD Ll.l Z U Z o U) LAUNDRY LINOLEUM � MASTER BATH TILE Lu c N UNE OFIST MSTR BEDROOM WOOD WOOD PAINT VERIFY CEILING W/ OWNER O FLOOR - r Z i J aN , o NEW SECOND FLOOR PL_ O SCALE: 1/ = 1' J LLI Z O U LLW 6' O W WW VERIFY 4� NEW SHINGLES Uj L_ MATCH EXISTING (TYP. ON ALL ROOFS) p C C U O 0) -+--' (n N 2ND PL HGT 17 _ '-8Y'a" E - p O NOTE: NT BLE S FOR - - - - - - +, OC +-' U N CONTRACTOR RESPONSIBLE _ _ _ - , CONCEALED FLASHING ® ROOF - - - - - - - - - - - - - - - - - - N = C +, C p WINDOW 6 -8"_ � C p p p •U TO WALL CONNECTIONS. EXISTING (REF. FBC 2010 1507.8.8.) CHIMNEY ❑ NEW HARDIE LAP O � a Q SIDING & TRIM E a 0 -0 71 4- C 71C OU !�' O p EI NOTE: 4" TRIM, -0 p U p� V 12 TYP. ON WINDOWS N p C C REPLACE EXISTING SHINGLES VERIFY & DOORS. fn 'p - (TYP. ON EXISTING ROOF) p N C) _ 12 O '� � p VERIFY - �4 1111 11 It I 11TII 1111 1 QATCH _ 2ND FE 9'_7;'4" cn M p v N XISTING O 'C is >� I PL_HGT 8'-3'_(VERIFY, 11 I ILLL 1111 1L II_ 11 LL 11 11 _ _ _ _ WINDOW HGT 7'-2" VERIFY)- tT� .0 -UlLL _ PL HGT _8'-�VERI_FY� to -p - LL II I ll L PL HGT 7'- GARAGE C p •- > L,� '- j WINDOW HGT 6'-8" (VERIFY - - - - -- - - - - - - - - ABV FFL 3 _ 0 pW p GARAGE DR HGT 7'-0" _0EXISTING BRICK -C '-' a O D - - - - - - - - O O C U -L�� 0 . o NEW BRICK, �-+ Q U 0 _ MATCH EXIST., PAINT .p p p +� D D O O L C Q p C p MAIN FEL 0.00" L - �J h- OU -0 U � O -- - - - - - - - - - - - - - - - - - - - -MAIN FFL 0_00" GARAGE FL - 1'-8'" VERIFY (- :1 r 1 NEW BRICK NEW HARDIE LAP SIDING 8" BOX COLUMN V (WHERE DOOR & ENTRY REMOVED), & TRIM (TYP) MATCH EXIST., PAINT 4" PT POST W II / CONCRETE STEPS HANDRAIL & ENTRY „ i VERIFY NEW SHINGLES MATCH 124 2 I (TYP. ON ALL ROOFS) Z EXISTING 4� NEW � 0 I V 04 V 1= F=B O N Y' E L S\/A-j- 1 N o 2ND PL HGT 17'-83'a"� M 17 Y L111L1 III III SCALE: 1/4"=l' Q W o CU _WINDOW HGT 6'-8" EXISTING CHIMNEY O Q HARDIE LAP SIDING I 0 J C & TRIM �� ❑ J 'qT O NOTE: C? WINDOWSTRIM, &TYP. DOORS. ! U) > LL � "v ' _ _ 2 0CO HARDIE TRIM I -- 12 REPLACE EXISTING SHINGLES Q E —14 VERIFY (TYP. ON EXISTING ROOF) QW uj .� - - - J m z .3 II n NEW SHINGLES � V 2ND FFL 9 -7�'a - _ - - (TYP. ON ALL ROOFS) J V N _. _ J v - II PL HGT 8'-3"_LVERIFY) _ I - J I �PL HGT 8 3' VERIFY) - _ PL HGT - - WINDOW HGT 6'-8" - - - - - --- - - -- - -- - - - - - Q _ -- - - - - - - - - - 8" BOX COLUMN (TYP) ABV FFL W � 06 SCREEN & DOOR _ NEW BRICK, U HARDIE TRIM ....... MATCH EXIST., PAINT EXISTING �- BRICK I I I I MAIN FFL 0.00" MAIN FFL 0.00" ® GARAGE FL -W-8") VERIFY JNDER-FLOIPA 00 M 134 SF TO BE VENTED: LL M 1 SF OF VI NTILATION FOR EA. 150 SF AREA) = N EW (n W > C4 //��� W N 7) - 16"X " VENTS/ (1) 12"X24" ACCESS L E �--r � C EyAT 1 V N Planning andAZloning Department 0 0 J M J SCALE: 1/4"=l' This approval verifies compliance with applicable � � � LL zoning, subdivision and other local land 0 W O development regulations, but does not constitute = approval for the issuance of permits. Compliance Q —7 V with Florida Building Code and all other applicable Q local, State and Federal permitting requirements 06 W must be verified by signature of the City of Atlantic Of Beach Building Official prior to the issuance of a 0 �' m VER F" VERIFY Building Permit. R Z W V MA—C— 4 12� 12 MATCH Approved By: J W EX S-NG —14 EXISTING W V U Z 2ND PL HGT-17'-8-Y4' _ _ _ - _ Date: 0 Z�C O -WINDOW HGT 6'-8" /-SOD 13�Q?G�l96/ U) HARDIE LAP SIDING 0 r & TRIM �- NOTE: 4" TRIM, TYP. ON WINDOWS 12 & DOORS. —14 VERIFY:1 REPLACE EXISTING SHINGLES VERIFY 12 (TYP. ON EXISTING ROOF) - _ ,.9'=A4 MATCH 4r-- EXISTING - _ PL HGT 8'-33" _ _ kiilli I EXISST.)-Y _ PL HGT 8'-3" CV WINDOW DOOR HGT 6—8" - (VERIFY) — - — — - — WINDOW HGT-6'-8" 0 HARDIE IAP SIDING & TRIM EXISTING BRICK N 8" BOX COLUMN (TYP) '^ SCREEN (TYP) {►J 4" PT POST & LA Z W T 70T HANDRAIL 0 Q CONCRETE STEPS 0 MAIN Flt 0.00" _ - - PORCH FL -(4)" - - - —.MAIN FFL 0.00" . i HARDIE TRIM W J NEW W LL 0 REAR ELENt/ATION W Lo W W SCALE: 1/4"=l' W Z W L/�W VJ ) v c: c O O (3) NEW SHINGLES ON PEEL AND STICK MEMBRANE ON A.P.A. 7/16 SHEATHING O O f W � O 4-1 H 8d RINGSHANK NAILS AT 4" O.C. O _- o 0 EDGES & 8" O.C. IN FIELD. NEW SHINGLES VERIFY 0 (TYP. ON ALL ROOFS) �4 MATCH T v EXISTING SEE ENGINEERING D � 0 o p •U FOR FRAMING OR TRUSS O n- E a SPECIFICATIONSg E VERIFY 12 _ _ _ 2ND PL HGT 17'-8-Y4" 0 -0 O a � v0- NOTE: SEE STRUCTURAL MATCH 41 NOTE: o v ENGINEERING FOR TIE DOWNS EXISTING CONTRACTOR RESPONSIBLE FOR - v o - & NEW TO EXISTING CONNECTIONS. CONCEALED FLASHING ® ROOF EXISTING CHIMNEY N _ s N `J TO WALL CONNECTIONS. � N - E -0 NEW HARDIE LAP 4-a O VENT D BLOCKING (REF. FBC 2010 1507.8.8.) SIDING & TRIM q� •� 0 NOTE: 4" TRIM, N XPOSED FTER TAIL REPLACE EXISTING SHINGLES 12 O rO 0 N (MATC EXISTING) Agk GARAGE PL HGT 7'-3» NEW SHINGLES (TYP. ON EXISTING ROOF) VERIFY 4� TYP. ON WINDOWS i �' .� & DOORS. N •a I ALUMINUM DRIP - - - - (TYP. ON ALL ROOFS) 0 c Wo G ITER - II R-30 INSULATION VERIFY _ - - 2ND FFL s'-74" p W o v ,� a MATCH 12 -p w +� N 1 X4 F SCIA 5 8" GYP. BD. TYP PL_HGT 8'-3" VERIFY _ EXISTING 4� I1 11 1I IL 1 (1 (_ L IL LL I _ _ _ HGT 8'-3" VERIFY % 0 U 1X8 FRIEZE / (TYP) 3 .2 -0 `+- L- -+- rn 1'-5" WINDOW HOT 7'-2" _ O O '- VERIFY PL HGT 7-3" (GARAGE)�� - - - - - - - - - V RIFY ATTIC DBL 2X4 TOP PL ABV FFL�Y —/ (� MATCH ) cn o c o VENTG, FASCI , & O O •� �, v FRIEZE, MATC EXIS"T_ i NEW HARDIE LAP to 3 a 0 EXISTING SIDING & TRIM - O t O O N i F- U L- -v U 4-- O NEW BRICK, 2X4 STUD ® 16» O.C. R-13 MATCH EXIST., PAINT , i HANDRAOST & INSULATION CONCRETE STEPS APPROVED HOUSEWRAP' OVER 7/16 A.P.A. / RATED S EATHING W/ MAIN FFL 0.0 "1� IN FFL 0.00" 7 8D NAILS ® 4" O.C. ® 1/2» GYP. BD. %LL EDGES AND 8" O.C. (TYP) GARAGE FL -W-8") VERIFY IN FIELD. (TYP U.N.O.) I' Z E UNDER-FLOOR SPACE (2010 FBC R408) V N 8 " AIR SPACE NEW 1134 SF TO BE VENTED: N p (1 SF OF VENTILATION FOR EA. 150 SF AREA) _ M cot MATCH EXIST. BRICK F� 1 G H T � L E\/AT 1 0 N _ (7) - 16"X8" VENTS/ (1) 12"X24" ACCESS UJ � Qp � SCALE: 1/4"=l' 0 L� Q HEAD - J PROVIDEOPEN O M 'rn U- JOINT WEEP HOLES IN BRICK NEER C� 33" X4 SILL PL S PT 2 G = N AX. SPACING MAIN FFL 0.00" = U E " - 1X BASE Q w W N BRICK TI 0 16 o/c Z I-ORZ & VERT II 4" SLA$ J U 0 METAL R PLASTIC II CURB Q 2 U FLASHI G TO PASS SEE ENGINEERING - Z 0- BELOW ILL PL AND 11° NEW ROOF Q J PASS THR UGH BRICK I GARAGE FL 1'-6" VERIFY -� Q AT A L VEL BELOW ° p o A _. � 2 MATCH Q Q FI ISH FL00 ELEVATION oL ° D D _.�.�..`,4,`..F�X I S TI N G W i <\ \\/\\ D /\\,\\/\\/\\/\\/� �\ \\, i 06 N E: SEE TRUCTURAL \/\/ / //\//��/� 6 MIL. 2ND _PL HGT 17-83Y4 NE ING FOR OUNDATION \ \ . \ \ \ za UEEN - _ ENGI �j\/ /\/\/ VI SQ PLANA D DETAILS. MITE NEW LANDING TER TREATED SOIL �- I I I I GARAGE i I � CT1ON 1 NEW MASTER p I A � SCALE: 3/4"=1' A6 C�-0 S E T 0 0 r W co C� � N Z NEW ROOF 0 0 J J NEW STAIRS � w � u- ( OPEN ABOVE) 3 » o 0 O X — 2ND FFL 9 —7/4 Q -� m UQ °6wzm PL HGT 8_'-3" --_- - - - - - - - - - - - - - _ _SPL_ HGT 8'-3" Z Q Q V (VERIFY) _ Y (VERIFY) -i V W - NEW F- UJI zQ UOQ FOYER cn 8" BOX COLUMN (TYP) r OPENING 1 NEW EXISTING TO ! �' PORCH KITCHEN �I I E STORAGE 36 HIGH HANDRAIL UNDER STAIRS II � NEW ENTRY NEW DINING/ FAMILY MAIN FFL 0.00" — L _ _ _ _ _ _ MAIN FFL 0.00" PORCH FL — 4" N r r /yy rr \ \ �\ \ \ \ \ \ \ \ \/\ \ �, \i / /\/\/\i\ >'. / /\i\/ r\i\i\i\i \i\i� \ /,� \/ / / ry / y / r / rrTr� / / / / / / / / / / >�\i / / / / / / /�� /v / / •> //\i,//\i//,/,//� /,/ Ti//,r// v / / /fir /y /`/� S r\ v\r / /\ \i /v / // /Nib r / / / / / / / / / / �/, /, /Ni / / �' / / /, /,/, /r` T Trir / // Ni / r/Tr/ /,/, r�/ T/�////✓ �/,/ / T/,/ �/ /i/ / / r / / / r / T/ // y / ///,/ / /\/ / , W \�i,\moi,\�iy� / /:,r/�\i:\�/S�i� `�� �\\��\\rte`\/�``/�`\/�\\�, /` \�\�\`�\��\�\�\/\>\`/�\i�`\/�`iT`/�\i��y�`�i\r``/�\i�\\� •\�\\��,�\ �\r/\r/\��T\/i\//`�\�i p SEE ENGINEERING FOR Z FOUNDATION/ PIER LOCATIONS O SOUTH N/1 EW Q LL CRASS SECTION 2 W SCALE: 3/8"=1' A6 w J W I I fA Q) p c C (� O 0) NEW ARCHITECTRUAL SHINGLES ON PEEL a) cu •Q .U) EW ARCHIECTRUAL SHINGLES ON PEEL AND STICK MEMBRANE ON A.P.A. 7/16" Q) a v -0 / Q) SHEATHING WITH 8d RINGSHANK NAILS AT E -4- v O ND STICK MEMBRANE ON A.P.A. 7/16 .. S ATHING WITH 8d RINGSHANK NAILS AT 4" O.C. EDGES & 8" O.C. IN FIELD. 4" O.C. EDGES & 8" O.C. IN FIELD. SEE ENGINEERING NC - T�•4-1-� FOR FRAMING OR TRUSS O v t a E _ SEE ENGINEERING SPECIFICATIONS 12E U) FOR FRAMING OR TRUSS o O v c a SPECIFICATIONS 12 NOTE: SEE STRUCTURAL VERIFY 4�- 4- U O- o p VERIFY 4� & NEWNGINEX IN NG O TIE DOIONS. MATCH ) � Uv p, c ENGINEERING FOR TIE DOWNS MATCH EXISTING � NEW TO EXISTING CONNECTIONS; EXISTING v .� o = c: VENTED BLOCKING p V) � � v j VENTED BLOCKING EXPOSED RAFTER TAIL O U) p, p v (MATCH EXISTING) O EXPOS RAFTER TAIL a) 'E ar) v (Mc EXISTING) - - - N c v� vi ALUMINUM DRIP PL HGT 8'-3" _ v'� MATCH EXIST. v p w 'v ALUMI M DRIP 2ND FL PL HGT 17'-83/4" GUTTER - v o a GUTTER 1X4 FASCIA II R-30 INSULATION � +, -v cn O �I R-30 INSULATION .� p v p 1X FASCIA 1X8 FRIEZE 1 -5 5/8" GYP. BD. (TYP) O O -p `� ., VERIFY 4-a U U to -a 1X8 FRIEZE -5 II 5/8 GYP. BD. (TYP) MATCH - DBL 2X4 TOP PL N 73 v v' v v v VERIFY EXIST. NEW ARCHIECTRUAL SHINGLES ON PEEL +' p v c MATCH 4-1 DBL 2X4 TOP PL AND STICK MEMBRANE ON A.P.A. 7/16" c a a p -° EXIST. VERIFY ATTIC SHEATHING WITH 8d RINGSHANK NAILS AT Q v U � o VE IFY ATTIC VENTING, 4" O.C. EDGES & 8" O.C. IN FIELD. VENTING, PER OWNER/ P OWNER/ CONTRACTOR C TRACTOR SEE ENGINEERING — R-13 FOR FRAMING OR TRUSS , R-13 INSULATION 12 SPECIFICATIONS r 1 INSULATION �4 VERIFY NOTE: SEE 7V RAL 2X4 S UDS @ 16" O.C. 2X4 STUDS ® 16" O.C. MATCH ENGINEERING FOR TIE DOWNS `_ EXISTING & NEW TO EXISTING CONNECTIONS. - 1/2" GYP. BD. 'AP ROVED H SE WRAP' ON 1/2" GYP. BD. (TYP) VENTED BLOCKING Z 7/1 A.P.A. R TED SHEATHING (TYP) APPROVED HOUSE WRAP ON j W/ D NAILS 4" O.C. CSD ALL 7/16" A.P.A. RATED SHEATHING EXPOSED RAFTER TALL rry �M O E ES AND O.C. IN FIELD. W/ 8D NAILS ®"4" O.C. ® ALL (MATCH EXISTING) N v EDGES AND 8 O.C. IN FIELD. ALUMINUM DRIP rn c� (TYP U.N.O.) „ - - - v� (TYP U.N.O.) _ PL HGT 8'-3" Q � . HA DIE LAP SIDING - MATCH EXIST. GUTTER W Q ^^ Q 1X4 FASCIA LJ HARDIE LAP SIDING J O 't 0 M -55 T&G BEAD BD. CLG 1 BEAM - SEE ENGINEERING > 2X4 SILL PL (VERIFY W/ OWNER) FOR SIZE & CONNECTIONS _ 0) 1X BASE TO ROOF & POST 2 U 1 X BASE 2X4 SILL PL WRAP M 1 X I < Q W 6i 11 4 T&G PLYWOOD A W/ (� m Z •- -a" T&G PLYWOOD GLUED & SCREWED J J U I GLUED & SCREWED 6" TRIM J Q M cc V I.. L MAIN FFL 0.00 2ND FFL 9'-73AWt II 16 FLOOR SYSTEM RIM BOARD a FLOOR JOISTS 4X4 PT POST J J RIM BOARD SEE ENGINEERING Q II SEE ENGINEERING f I I � E— I 2X8 PT SILL PL — —___ 8" BOX COLUMN Q Q W H SEE ENGINEERING BL 2X4 TOP PL dk _PL HGT 8'-3" � 6 MIL. R-19 INSULATION I I 06 I j „ MATCH EXIST. - - FOR FOUNDATION PLAN VISQUEEN AND DETAILS R-30 INSULATION GRADE=(2'-0") VERIFY U \ \ \ \ \ \ Xx \ \ \ \ \ \ \ \ \ \ \ 5/8" GYP. BD. X4 S DS ® 16 O.C. / / / / o /\ / \// 'AP ROVED H SE WRAP' ON /\ D ° D � SEE ENGINEERING FOR 7/16" A.P.A. R TED SHEATHING \\//j�/%\///�//�//�//�//�//�\��% TREATED SOIL 8" TRIM POST TO FOUNDATION W/ D NAILS 4" O.C. @ ALL \/i;\//\\//\\//\\//\\//\\//\\//\� SLOPE CONNECTIONS E ES AND O.C. IN FIELD. R-13 \/\\i�\%\%;\%�\%��\/ TO DRAIN w N (TYP U.N.O.) INSULATION Z Lu N 4" CONCRETE SLAB SEE ENGINEERING FOR O O J M FOUNDATION TRANSITIONS p w LL MAIN FFL 0.00" & NEW TO EXISTING W HA DIE LAP SIDING 1/2" GYP. BD. TYF�1 CAL -1 -STO FRY CONNECTIONS. _ (TYP) C�_ 10 N 4 PORCH FL — 4 I I Q � � U SCALE: 3/4"=1' A7 0 ° ° o p o o ° P � ojf z W i \ \ \ \ \ \ \ \\/�\/\\/\ \\/\\/ CONCRETE STEPS U m /\/\/\i\i\i\ /\/\/\/\/\/\/\/ Z Q U 6 M I L. /\//\//\//\//\//\//\�/\// P Q \\/ _.I U W Z W U La Z J GRADE —(2'-0"ZVERIFY �\j�\j�\j \j/\ s Q /A /�//� /��//�\//\//\//\//\�/\//\// \ \ \ Q 2X4 SILL PL \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ �i.�//i.�// tL � N /\//\// /SEE ENGINEERING TERMITE - \% AND DETAILS PLAN TREATED SOIL /, 1X BASE \ p \ \ \ T&G PLYWOOD /\\/ j GLUED & SCREWED j • . • \// MAIN FFL 0.00" I RIM BOARD a FLOOR JOISTS I SEE ENGINEERING I I X8 PT SILL PL N 1 E ENGINEERING R-19 INSULATION j FOR F NDATION PLAN \_6 MIL. AND DETAILS VISQUEEN ENTRY/ PORCH O o GRADE -(2'-0") VERIFY AWA L SECT 1 O N 3 r "_ , SCALE: 3/4"=1 j\\j \\j\\j \\j\\j\\j\\j\\/\\ \\/\\/\\/\\/\\/\\//\\//\\/�\j/\\j/\\j O \\ TERMITE //%\//%/ //\///,//\///�/ % / TREATED SOIL r W � N TYP 1 CAI_ 2—STO FAY it J LLO \✓VA 1- L. S E C T 10 N 5 w SCALE: 3/4"=1' A7 W U) I O � I V) a) 0 c c U O 0) (D Q) o- -° -0 2X4 STUDS ® 16" O.C. II +' 0 O ++ O N 'APPROVED HOUSE WRAP' ON II O = �'' 7/16 A.P.A. RATED SHEATHING c 0 0 — v 0 W/ 8D NAILS ®�4" O.C. ® ALL II O c- 0- E cn 0- EDGES AND 8 O.C. IN FIELD. 1X BASE 0 o O c O- II � -0 a 0 (TYP U.N.O.) II 3/4" T&G PLYWOOD � U HARDIE LAP SIDING II GLUED & SCREWED Q o D' C v V) 'C3 — — _N E 16" FLOOR SYSTEM O •� V) - - SEE ENGINEERING — L- 2X4 SILL PL 0 0) 0 N + a) / RIM BOARD 0'-0 c ,� �•� PL HGT 8'-3" c 0 .- 0 > w 210 - - - - - - - - - - - - - - - - - - - - - - \ BEAM - SEE ENGINEERING MATCH EXIST. w 0 Q wp FOR SIZE, CONNECTIONS & +, � ` - - -- - \ ID TIE DOWNS 4- o O cn O v I — — --T&G BEAD BD. CLG O a� 0 -0 -- 1 U WRAP BEAM W/ 1X 0 — v _ � I / Icn L- 3 -o 0 II I I 6" TRIM C C)- c 0 — Lv U ' U0 4X4 PT POST 8" BOX COLUMN t I C SCREENED PORCH „ CIO E N v o \ QLM 36" HIGH W wP \ HANDRAIL Q r' SEE ENGINEERING FOR (ALTERNATE FLOOR — TILE OVER J �j M '� FC POST TO FOUNDATION 8" TRIM BACKERBOARD, OVER 3/4" PT S S� = 0 -gyp G I DISOlt 11 \ \ \ — — — — © a CONNECTIONS Ys" SLOPE PLYWOOD) VERIFY FLOORING ` _ (� E — — s� _ FOR DRAINAGE W/ OWNER. Q ° COMPOSITE OR PT J U Z '3: ' — — — DECK BOARDS J U cif J PT RIM BOARD Q v VP I / I — — — 10" HARDIE TRIM — — » MAIN FFL 0.00" Z �- _I j I' \ \ Q _ PORCH FL =L4- 777 (4J J - - Fl JDISI 0 - 4 \ 2X8 PT SILL PL 7 777, � I FLOOR JOISTS < Q W TO ENGINEERING LIGHTS \ \\ / / 6 MIL. vV VISQUEEN _ U GRADE— (2 0 ) VERIFY \ \ / \ \ \\/\\ \/ \ \ \ \ \ \ SEE ENGINEERING. EXISTING — — — —— — — // FOR FOUNDATION PLAN\//\ \\/ /\//�/ ELECTRICAL -� — — /\\/\\/\ \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 1 PANEL I M AND DETAILS // / / /i./i�// a • !\\X\ ° oa TERMITE S — i 3 / III 3 J \ \�/\j\ a TREATED SOIL I / / /\\/\ wP / NEW // / ELECTRICAL \ ° \� O O GFCI PANEL /�!//////////////////\///\ LL W Q CY J , — - \ \\i�\j� �\\j�\ W N I II 11 i z W N ) w ELECTRICAL NOTES: 0 0 I J GFCI 1. ELECTRICIAN TO VERIFY ALL EXISTING LL \ — — — — — — ELECTRICAL SWITCHES OUTLETS ETC. BACK PO 0 W \ /� C 0 z 2. IN FIELD CHANGES, PER OWNER/ ,`�/`� L- S E T O N F Q O Q I I I _ »_ 06 \ CONTRACTOR. SCALE. 3/4 —1 A8 °i� W / \\ 3. VERIFY SPEAKERS, SURROUND SOUND, 0 i \\ ETC., W/ OWNER. J V W �— \ Z wZC.� z \ wp w 0 a 0 \ GFCI GFCI \ i \ w NW Q ELECTRICAL LEGEND w 0 r U \\ SWITCH UNDER CABINET LIGHTING w \ 3 — — — — — $ 3 WAY SWITCH EXHAUST FAN (TO ROOF OR OUTSIDE WALL) ' J e 3 WAY SWITCH W/RHEOSTAT © COMPUTER AND CABLE OUTLET $ 4 WAY SWITCH W/RHEOSTAT d PHONE � SWITCH WITH RHEOSTAT 4' X 1' FLUOR. LIGHT 4# TS OUTLET — TOP SWITCH \ DUPLEX OUTLET - 12" AFF unless noted FLOOD LIGHT N OUTLET ABOVE COUNTER O SMOKE DETECTOR (Hardwired w/ Battery Backup) QUADRAPLEX OUTLET Q CO CARBON MONOXIDE/ SMOKE DETECTOR (Hardwired w/ Battery Backup) J N EW � 220 VOLT N � � E L- E C T RI CAL-- P LAN \ \ GFCI GFCI OUTLET © DOOR CHIME — — — =&AFCI AFCI OUTLET ❑ PUSH BUTTON (GARAGE DOOR) J SCALE: 1/4" = 1' wp $ WATER PROOF PLUG Z PANEL BOX Q FLOOR OUTLET DISCONNECT v Q O JUNCTION BOX K� WALL MOUNT LIGHT L Q Q WALL MOUNT LIGHT (AS SELECTED BY OWNER) r�1 V LIGHT CEILING MOUNT CEILING FAN / LIGHT CEILING FAN W O RECESSED LIGHT J OVP RECESSED LIGHT — VAPOR PROOF W - PENDANT LIGHT 0 Lu W W U) I _ Z P I I If C N L= V) (D p C C U O u) U) .a -0 N I � 4-1 O WINDOW INSTALLATION (METHOD A-1 ) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. o o +J C o 0 - E QIN WATER HEDDING FASHION, SECTION A 0 0 C d STARTING AT THE BASE OF THROUGH WINDOW JAMB 4- U 0 0 THE WALL & WORKING TOWARDS O d '- THE TOP, INSTALL THE WRB 0 O TO THE FACE OF THE O N SHEATHING. SEALANT BEAD _ -p APPLY SILL FLASHING BEHIND MOUNTING +' O = C FLANGE. N •� N -0 p APPLY BEAD OF SEALANT -0AT BACK U) FLANGE &OSET^WINDOW USING 0 U)NDOW 0) O O N TS -- Idilgy PAN HEAD SCREWS TO SEAL THE WINDOW FRAME TO OPENING. APPLY N •� 0) T C TS FACILITATE INSPECTION. — L- O C 4- FACILITATE �" NOM. DIA. TO THE BACKSIDE (INTERIOR) OF � U) -p ®APPLY BEAD OF SEALANT AT THE WINDOW FLANGE, IN LINE WITH ANY _____ "O C •C — — SIDE JAMBS. EXTEND 8 J¢" PRE-PUNCHED HOLES OR SLOTS. 1- C O •— 0 > Lv 'U I APPLY JAMB FLASHING o .O C n — � O ® FLASHING O Lv 0 p _ d t APPLY BEAD OF SEALANT 4--� N AT HEAD ©ppM6 CONT. SEALTHE MOUNTING FLANGES AT THE ANDMOUNTING FLATVNVGEEN FLASHING 3 .2 -6 O O 0 / ®APPLY HEAD FLASHING TOP (HEAD) AND SIDES (JAWS) OF WINDOW. EXTEND +, N O .- _ SEALANT AT JAMBS 8 X" ADVE THE R.O. AT HEAD. \ — GFIC ®REMOVE PREVIOUSLY APPLIED EMBED JAMB FLASHING INTO(SEALANT AND FASTEN IN 0 T TAPE, ALLOWING WRB TO LAY PLACE. (FLASHING GOES OVER SEALANT). ® , _ 0 \ / FLAT OVER HEAD FLASHING. V) (n i_ .3 +' 0 \ \ \ APPLY NEW SHEATHING TAPE •- C 0- 0 C \ / OVER DIAGONAL CUT - SEE 0 (D i O N 4- \ \ \ DIAGRAM. F- 0 -0 U 4-- O \ � I SECURE WRB j — g AT HEAD O yti o i I \ FLASHING AT HEAD EXTENDS 1" BEYOND / <, \ JAMB FLASHING. n / — —1 \ SEALANT ( >. VP \ i' ® co E HEAD FLASHING rn M0 l V EMBED BOTTOM OF THE HEAD FLASHING � N U AGAINST 04 6 SEALANT(FLASH NGOGOES OVER USLY ED m O SEALANT). EXTEND HEAD FLASHING Q M L J BEYOND EACH JAMB FLASHING. FASTEN W r Co \ A IN PLACE. d' ,��,�., 11+ V o / r ZQVP o FC I Q Q O i •-- �' o GSC\ I Q JAMB FLASHING A J � C EXTEND JAMB FLASHING TO OVERLAP f/ J U_ M •� SILL FLASHING. EXTEND JAMB FLASHING 8 J¢" ABOVE ROUGH OPENING J = O N AT HEAD. TUCK TOP OF JAMB I � O FLASHING UNDER THE FLAPI / Q Q • • N OF WRB AT THE HEAD. SEE DIAGRAM. 9 / w W �. SEALANT i U m Z = U O 'CU I / SILL FLASHING ' 'r SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, z J ® PLUMB, AND LEVEL CONDITION. USE CORROSION Z RESISTANT FASTENERS. FASTEN WINDOWS PER / Q SWITCH 0 WINDOW MANUFACTURER SPECIFICATIONS. Q BELOW9 Q W I - . 135' ' _ w — -- — J CST i i WEATHER RESISTANT LINE 9 BARRIER (WR AT A 45 ANGLE,T I �I II I CUT THE BARRIER ON AEAREFULLY DIAGONAL.C GENTLY RAISE THE J /J TOP EDGE OF THE BARRIER UP AND TAPE THIK U TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW I � I TOP LEFT CORNER OF WINDOW '� rrnn U I � i Z ELECTRICAL NOTES: VJ LL. Q cM 1. ELECTRICIAN TO VERIFY ALL EXISTING Q W LLQ > N ELECTRICAL (SWITCHES, OUTLETS, ETC.) J O O m 2. IN FIELD CHANGES, PER OWNER/ 0 LL CONTRACTOR. O w O _ 3. VERIFY SPEAKERS, SURROUND SOUND, Q M Q ETC., W/ OWNER. 0 06 06 Z W (!) m I I I z Q U Z a __ w U F_ w z U Z ELECTRICAL LEGEND O O SWITCH UNDER CABINET LIGHTING ' $ 3 WAY SWITCH of O EXHAUST FAN (TO ROOF OR OUTSIDE WALL) r 3 WAY SWITCH W/RHEOSTAT COMPUTER AND CABLE OUTLET J I 4 4nn $ 4 WAY SWITCH W/RHEOSTAT PHONE LL ! N EW 2 N D F LOO F2 RSWITCH WITH RHEOSTATJ 4 X 1' FLUOR. LIGHT L �1 —r t C P IV TS OUTLET - TOP SWITCH DUPLEX OUTLET - 12 AFF unless noted FLOOD LIGHT r1 SCALE: 1/4" = 1' � U $ OUTLET ABOVE COUNTER O SMOKE DETECTOR (Hardwired w/ Battery Backup) QUADRAPLEX OUTLET cM/s CARBON MONOXIDE/ SMOKE DETECTOR (Hardwired w/ Battery Backup) �" N 220 VOLT 4E�GFCI GFCI OUTLET © DOOR CHIME (p W O AFCI AFCI OUTLET PUSH BUTTON (GARAGE DOOR) WP j N 4� WATER PROOF PLUGJOEL PANEL BOX W ® FLOOR OUTLET DISCONNECT O JUNCTION BOX J LL � I¢ WALL MOUNT LIGHT Q QQ WALL MOUNT LIGHT (AS SELECTED BY OWNER) O O LIGHT CEILING MOUNT CEILING FAN / LIGHT CEILING FAN Z O RECESSED LIGHT 0 OVP RECESSED LIGHT - VAPOR PROOF U - PENDANT LIGHT W N 0 w w W Z IIII,I