Loading...
130 Seminole Rd 2014 SFR Plans n i 3s � s ILL BEARING HEIGHT SCHEDULE 10 1-118 d5sa...«`a '"'rss�G.�,.eaLr• +C r i q•.s°' .M 2c1-11-00 {i FILE CO 12-05-00 7-06 00 12-11-00 17-00-00 s s 1v11 71' ro 3 0 � 0 0 a � 0 O 6M2 0 p o J02 p p w p o o GJ 1 O K, 0 01 3 O O GJ05 LL J07 w GJO o O G Joq / J08 0 � p O rn N O O O ? J02 3 � p qW O T20 2 LL o LL0 3 GJ05 NOTES; 1. REFER i0 HID g1 ( RECOMMENDATION 5 FOR H ANDL[N6 IN5IALLATION AND TEMPORARY GRACING.) REFER i0 EN61NEEREP PRAWIN55 FOR PERMANENT DRAGING REQUIRED. 2. ALL TRU55E5(INCLUDING TRU55E5 UNDER p O VALLEY FRAMING)MUST DE COMPLETELY O O DECKED OR REFER 70 DETAIL V105 FOR ALTERNATE DRACIN6 REQUIREMENTS. O O p 3.)ALL VALLEY5 ARE 10 DE CONVENTIONALLY p O FRAMED DY GUILDER. 4.)ALL TRU55E5 ARE PE516NEP FOR 2'ao. F04 MAXIMUM VAGIN6,UNLE55 OTHERW15E NOTED. 5.)ALL WALL5 SHOWN ON PLACEMENT F03 PLAN ARE CON51DHEP TO DE LOAD DEARIN6,UNLE55 OTHERW15E NOTED, F15 6.)5Y42 TRU55E5 MUST DE INSTALLED WITH THE TOP DEIN6 UP. 7.)GEAM/HEADER/LINTEL(HDR)TO DE FURNISHED DY DUILDER. F145 6F02 8 Builders CI FirstSource p EJ14 JackcJoS 5onville F13 2 O T18 (�j PHONE:qO4-772-6100 FAX:904-772-1973 J021 � � � o N 7w p Clio Tampa O O PHONE:813-621-031 FAX:513-628-8856 oG J v0 01 o J02 M1 O GJ -0 -00 1-0 -00 Freeport �- 2-0 -12 T176 PHONE:850-835-4541 FAX:550-835-6835 03 v � 4 14-01-00 DUILDER: 1q-03-00 10-03-12 Is 1?-00-00 5-10-00 Jacksonville Homes 2q-11-00 !HAL ADDZE55: Master uoDEE: a�'i'i°"11/02/13 2072 sc' Y M5K DATE HAINDY. Uriginal Bcicrc"cci: Oq/30/13 M5K 521883 M T E K FLATSAFFFOVAL # ' 21U . 2 - 2187 , 4 WEYEFNAU5H HODUGT # ' - 15525;35 `nci R°511 1630 . 2 1630 , 10 21883 I a:> BEARING HEIGHT SCHEDULE 2q-11-00 10' 1-118" 17-06 00 2 05-00 17-00-00 12-11-00 711 0 1-10 00 CM2 �o v 01 0 0 O o o 0 0 01 O 0 3 0 o ID LDO GJ05 o J07 -D GJO O w GJO GJ q o 0 v V 0103 O v O O o o (320 2 w �J GJO o0 L >L GJ05 NOTES; 1.)REFER TO HIB q1(RECOMMENDATION5 FOR HANDLING I1,15TALLATION AND TEMPORARY BRACING.) REFER TO ENGINEERED PFAWIN65 FOR PERMANENT DRACING REQUIRED. O 2.)ALL TRU55E5(INCLUDING TRU55E5 UNDER O VALLEY FRAMING)MUST DE COMPLETELY O DECKED OR REFER TO DETAIL V105 FOR ALTERNATE BRACING REOMPEMENT5. O Q 00 3.)ALL VALLEYS ARE TO DE CONVENTIONALLY O FRAMED DY GUILDER. F04 O 4)ALL MAXIMUM55PACING.5E5 ARE DUNLE55 OTBIGNEP H RW15E NOTED. rn � F03 5.)ALL WALLS SHOWN ON PLACEMENT PLAN AVE CONSIDERED TO DE LOAD F15 GEARING,UNLE55 OTHEVW15E NOTED. 6.)5Y42 TRU55E5 MUST DE IN5TALLED WITH THE TOP DEING UP. 7.)REAM/HEADER/LINTEL(HDR)TO DE T FURN15HEO DY DUILDER. F14 5 ) 02 5 T inBuilders FirstSource EJ14 �D ~ 2 GJ05 0 �ack5onville F13 T18 ( 3 N v PHONE:q04-772-6100 FAX:q04-772-lg73 >L J02 O u �� N Tampa 4 GJ CO O O PHONE:813-621-8631 FAX:613-628-6g56 �0 12 6 ��. GJO o -0 00 Ol � N 1-0 00 Freeport O 4 G 01 T176 PHONE 850-835-4541 FAX 650-535-6835 - J rn � F- o� 10-03-12 I q-03-00 3-10-00 12-00-00 14-01-00 Du1LDER: 2q-11-00 Jacksonville Home,, "M AMOj: Mater MODEL: Rcrisioo:11/02�13 2072 M°r 1 M5K DATE PAWN T: rigiu I Pe term,1: MIT K LAT A OVAL # ' 21 q 7 , 2 - 21 H 7 . 4 W OMI hIl: MSK 52'883 Y E F H A U 5 E F F RI O D U G T # ' � 10 0 , 2 10 0 , 10 '525135 nci M°521683 i GENERAL NOTES: WOOD: U CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. COD2010 EFLORIDA BUILDING CODE 'RESIDENTIAL' Z C� 00 DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, Z 1 .. EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA o COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY TFiE SIZE LOCATION,TYPE, AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. co a DIRECTION OF A4Lii DEPRESSIONS, PADS, BOLTS, SLEEVES,ANCHORS, INSERTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE WIND LOADS: z w Q Q o d ETC. TO BE SET OI CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. WIND SPEED: 130 ;4 Z Q �l w Z REGULAR INSPECTION AND MANTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED WC7 W O H Z THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. CHARLES P. IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR WIND EXPOSURE: C z zw w o DIGIACOMO ASSY,MES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE. a ISI x •, WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS Z H CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS W a d H N DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 NOT REQUIRED BY CODE. O �D aP a CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE PSI MIN. AND 2x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O. U °� v O NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. ATTACH 2-PLY LVL WITH (3) ROWS OF .131"x3 GUN NAILS 12" O.C. EACH FACE. U.N.O. BUILDING CATEGORY: II U a x PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES ANDATTACH 3 AND 4-PLY LVL WITH (2) ROWS OF`1/2" DIA. BOLTS 12" O.C. U.N.O. INT. PRESSURE COEF: .18/ENCLOSED E- � PRACTICES APPLICABLE AT THAT TIME. � BUILDING MEAN ROOF HEIGHT: 25 FT cn O � FOUNDATION: FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS Q FOUNDATION HA$ BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF OF .131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. ALLOWABLE-VASA DESIGN VALUES 2000 PSF. OWNER%CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS COMPONENT AND CLADDING WALL OPENING PRESSURES REGARDING OBTAINING A SOIL I ASSU GAION. OWNER/CONTRACTOR SHALL OBTAIN A SOIL CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE INTERIOR EDGE SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. OPENING SIZE (FT-2) PRESSURE (PSF) PRESSURE (PSF) BEARING CAPACITY AND SUITABLILITY OF SUBSURFACE CONDITIONS REPORT FROM A 0-10 +25 -27 +23 42 COMPACTION SP [CECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL W REGISTERED GEOTECHNICAL ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. 20 +23,-26 +21,-39 IFIED IN THE SOILS REPORT SHALL BE FOLLOWED. V] ATTACH ADDITIONAL PLIES WITH .131"x3" GIJN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED 50 +22,-25 +20,-35 O FOOTINGS AND STAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. 100 +21,-24 +19,-32 Ox Q AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY(ASTM--D 1557). FILL SHEATHING: END ZONE PRESSURES ARE WITHIN 3' OF ALL EXTERIOR SHALL BE TREATE�pl WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF WALL SHEATHING: CORNERS. x aQ W PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD W CONCRETE (OSB). SPAN RATING NOT LESS THAN 24/16,THICKNESS NOT LESS THAN 7/16" U.N.O. OR GRAVITY LOADS: z ON O O MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAIL .-- ROOF FLOOR W Z U SHALL BE 2500 PSIi @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 AT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. TOP CHORD LIVE: 20 PSF 40 PSF Z Q Q LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS 5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATHING ON SIDES AND REAR TOP CHORD DEAD: 7 PSF 10 PSF AND INTERSECTI NS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING BOTTOM CHORD LIVE: 10 PSF 0 PSF W �'- (/] SHALL BE 40 BAF DIAMETERS, BUT NOT LESS THAN 20". OF SECOND FLOOR ONLY OF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD � BOTTOM CHORD DEAD: 5 PSF 5 PSF SUPPORTS W/.091", .225" HD RING SHANK, 1,.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES DECKS : 40 PSF U � 0 Q ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENE AND 8" O.C. FIELD. BLOCK ALL PANEL EDGES. VAPOR BARRIER. (SUCH SLABS SHALL BE REINFORCED WITH FIBER-MESH REINFORCEMENT WITH I DEAD LOADS ARE SUPERIMPOSED. W ROOF SHEATHING: A MIN. 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTM-C 116. IN LIEU OR IN EXPOSURE 1 APA RATED, SHEATHING OR STF UCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD CONJUNTION WIT FIBER-MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS CONFORMA CE WITH ASTM-A 185 SET CENTERED IN SLAB. (OSB). SPAN RATING NOT LESS THAN 1 ABBREVIATIONS THICKNESS NOT LESS THAN 7/16" U.N.O. OR [ OTHERWISE REQUIRED BY ROOF COVERING RING ANUFACTURERS REQUIREMENTS. ARCH.-ARCHITECT ATTACH WITH MIN. 8d RING SHANK NAILS Af6" O.C. EDGES AND 6" O.C. FIELD. SIMP.-SIMPSON STRONG TIE SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY EXPOSED SLABS QR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROOM FINISH FOR EXTERIOR SINGLE CLIP ALL PANEL EDGES. PANELS SHL BE INSTALLED CONTINUOUS OVER TWO OR CONT.-CONTINUOUS MORE SPANS WITH STAGGERED END JOINTS;,' WHERE SINGLE SPANS ARE REQUIRED BLOCK T.O.C.-TOP OF CURB DATE 4242014 WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAW CUT CONTROL JOINTS DIA.-DIAMETER T.O.G.-TOP OF-GRADE ORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHT SLAB WITHIN 12 HRS OF PANELS AT 12" O.C. 4 E.W.-EACH WAY T.O.S.-TOP OF STEEL JOB NUMBER:1438 SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING F.F.E.-FINISHED FLOOR TYP.-TYPICAL MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: FLOOR SHEATHING: ELEVATION U.N.O.-UNLESS NOTED STRUCTURAL NOTES • CONCRETE CNC AGAINST EARTH 3" EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR L.W.-LONG WAY OTHERWISE AND SPECIFICATIONS • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESS W-WITH • INTERIORS 1�S, WALL 3/4" THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS MIN.-MINIMUM WDO-WOOD DESTROYING REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE O.C.-ON CENTER ORGANISM DRAWING SHEET: GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. P.T.-PRESSURE TREATED W/O-WITH OUT MASONRY: FASTENERS: SIM.-SIMILAR W.W.F.-WELDED WIRE FABRIC ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 MASONRY EPDXY ANCHORS SHALL BE INSTALLED WITH'SIMPSON STRONG-TIE CO. HIGH STRENGTH EPDXY S-1 BUILDING CODE. III 'SET' OR 'AT' ADHESIVE. ALL ANCHORS SHALT. HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO CENTER z OF ANCHOR EDGE DISTANCE WITH MIN. 7" EMBED U.N.O. INSTALL PER MANUFACTURERS WRITTEN CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY INSTALLATION PROCEDURES. UNITS TYPE 1 GRADE N-1 NORMAL WEIGHT WITH A MIN. COMPRESSION STRENGTH OF 2000 PSI DRAWING INDEX: F'm=1500 PSI. DO NOT INSTALL THREADED RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY SI--STRUCTURAL NOTESFILE Co FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. AND SPECIFICATIONS MORTAR SHALL C T NFORM TO ASTM C270 TYPE S S2---FOUNDATION PLAN USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS S2.1--FLOOR PLAN S.s< 4A *v - .- , .,,;��� I C 1Vs' GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 DAY COMPRESSIVE WITHOUT SPLITTING WOOD. S2.2-ROOF PLAN �4 1 �' .• Cao STRENGTH OF 30gp PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMP S3.I,S3.2,S4.1--DETAILS x BETWEEN 8"AND ". METAL FRAMING ANCHORS: =_ 660 �; 0=_ PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ. SIMPSON STRONG-TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN y—AWED FOR CODE C AND VERTICAL FACE CELLS AND WEBS. SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX' COATED, HOT-DIPPED CMOFA B �O .. STATE of 4q HORIZONTAL 301 T,REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR SMP -�aIV�II`.SFOR1--MiTIONA�. �i� LORI�� ' •1�\"S 48" O.C., FILL ALLII REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT(ACZA ETC.) REQ ;yAtli)I✓'o _NDI CoiK;, �� ssjO• "' ��Cs\��� REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. NAL BRICK VENEER SH LL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. WIRE TIES OR 22 U.S. 1 �' r /���111I I I I1111��4/24/2014 F STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS � - ��✓m � � ���.� � � AT 32" O.C. I GATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS - C.PAUL DICIACON10 GA. BY 7/8' CORRUGATED �_ WITH ZINC-PLATED CONNECTORS. FL IT 459660 FOUNDATION/WALL PLAN PLAN NOTES - 1 F- Lo 00 DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB Z c 0 co ELEVATIONS ARE REFERENCED AS + OR- FROM DATUM. N C7 r� N W w z EXTERIOR WOOD LOAD BE 0 00 O BEARING WALLS SHALL BE MIN. GRADE W q q O O AS SPECIFIED BELOW SPACED 16" O.C.: z 30'-0" z 30'-0" --� FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA w C7 O / H w w z 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT. z z - a - w w o Bab 9. POST W/SIIPSON ABU66 8x8 NOM. POST W/SIMPSON AHU88 2x6 SPF-OR- SP #2 UP TO NOM 10' WALL HEIGHT. - w 101 x u- W/5/s"ANCHOR EPDXY SET 7' DEPTH i-7 W/5/a"InxcxoR EPDXY SET T DEPTH (2)2x6 SP#2 AT NOM. 19'6" WALL HEIGHT. z U w E" TQ,24"x24"x12" DEPTH FTG. TO 24'x24"x12" DEPTH M. (- .y W/(2)#4 E.W. (TYPICAL AT 3) W/(2)#4 E.W. (TYPICAL AT 3) w FOR"BRITTLE FINISH" L/240 DEFLECTION CRITERIA O -I_------- _-------- ❑ ❑ ----- -- _-------- ❑ 2x4 SPF-OR- SP #2 UP TO NOM 8' WALL HEIGHT. U °� CD V CO ❑ I f 2x6 SPF-OR- SP #2 UP TO NOM 10' WALL HEIGHT. z x I I I I 2x8 SP#2 AT 12" O.C. SPACING AT NOM. 19'6" WALL HEIGHT. U R; C E. O I of I I Q1 I EXTERIOR WALLS MAY REQUIRE ADDITIONAL ROD ANCHOR AT A 53.1 3.1 I (z)zxlo (z)zxlo I I (2)2x10 (2)2x10 I SILL PLATES CONSISTING OF 3/8" MIN DIA. EPDXY SET ANCHOR (2JIK) 2Jlx 2d1K (2J1K) W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF(2) ANCHORS EACH PIECE AND BETWEEN 4"-12' EACH SIDE OF ---- ---` r------- - SILL PLATE SPLICES. WITH EITHER A FULL HEIGHT ANCHOR OR (2)2x6 I I I (2)2x6 SILL ANCHOR AT 36" O.C.. (1J1K) I (1J1K) w INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER w I 2 I I (z)za6 ( )2x6 OF JACK STUDS AND K-- NUMBER OF KING STUDS. O (1JIK) I I (lJlx) I I HEADERS NOT INDICATED UNDER 6' CLEAR SPAN PER HEADER I I SCHEDULE B1 53.2 U.N.O. 1 1/2" MIN BEARING NOTIFY x N z I ie_8" I I 18._8" I ENGINEER IMMEDIATLY FOR HEADERS EXCEEDING 6'THAT � W DO NOT HAVE A MARK INDICATED ON PLANS. O C3 C3 21'-10" C3 C3 (V O s3 53.1.1 I 3.1 s3.1 ANCHOR SIMP HTTS WHERE INDICATED W/5/8" EPXY SET I I I I THREADED ROD 6" DEPTH AND 26-10d TO STUDS. W ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. Z Q c9 0 (2)zxs ( Bl SIMP HTTS SIMP HTT5 B1 I w a aun By I (2)2x6 a w z 2x6 I 3.l (1J1K6 z o COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR z o (1Jlx) I TO (2) END a a O TO (2) END I ( ) UO F w L STUDS I (IJlK) z o z o (IJIK) I STUDS J F w LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, O Q w E- T I x w x w I cn �'-- w SLEEVES AND PIPING. U Al I Al _ ~ (lJi , I 3 z a I ss' I r2)2x6 , Q SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS W EQ. I ) x)I I ----- ------ c w ca ------ ----- - I I(lJlx) I w PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN w r 5'-10" 5'-10" F " I I ----- w w ------ I I I I a' THEREIN ARE GENERALLY NOT INDICATED, BUT ARE r� -� 'J I (2)I$ r E E r 21 X6 1 _e" °' INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND E SHEATH INTERIOR I I SHEATH INTERIOR ) I L w I r (1J x) SHEARWALL PER m vz SHEARiPALL PER (l 1K I w TYPICAL CONSTRUCTION CONDITIONS OCCURRING x o . IIII III I � Badx�Wx�rn q i( ' DETAM •-- OUT THE WORK. E- DETAM DATE 4-24- 201 4 o - INDICATES 3/8" MIN DIA. THREADED ROD LOCATo IONS JOB NUMBER:143 8 a 'mm SHIFT A MAXIMUM OF 4" WHERE REQUIRED. U.N.O.ow aw Z 8 1 FOUNDATION/WAL L El EEli 1 20-4" S.1 H FLAN -0 2 .pxo� DRAWING SHEET: In p W LJ V) z- Toz 'L"(2 30 3-1t(2)2 xS3.1 zxS-2 zs 1J1K 2 2x ljK -- ------------ _ �I (2)2x12 (2J2K) (2)2x12 (2J2K) PER C2/54.1 PER C2/54.1 4x4 NOM. POIIIW/SIMPSON ABU44 4x4 NOM. POST W/SDeSON ABU44 W/5/TO�Cx24 xl20 DEPTH FIG.XY SET 7" DEPTH W/5/TO�Cx24"x12HOR 0 DEPTH DEPTH FTG. W/(2)#4 E.W. W/(2)#4 E.W. \��� .• ENS•, 1�1�// ? moi 19'-4" --� � 19' 4" � 10'-B=—� �•: •• 9660 ' o GARAGE LEFT OPTION i . p•• STATE OF AV e ii /O F, \ N � AL //////1111111\\\\4/24/2014 C.PALIL DIGIACOMO FL PE#59660 FLOOR/LOW ROOF PLAN U PLAN NOTES Ilii, 1/8"=1'-D" Z Lo W UNLESS NOTED OTr ERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS ~ Z o r> BEARING ELEVATI�,iN=10' 1 1/8" ABOVE DATUM ELEVATION 0'-0"T.O.S. Z w a TYPICAL FLOOR/ROOF FRAMING SHALL BE PREFABRICATED WOOD Q Q O O TRUSSES AT 24" 01 C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES W Q H Z AT BEARING WITH SIMPSON H2.5 OR SIMP H8 ANCHOR U.N.O. t 2z4 JOISTS ® 24" O.C. i (2) SIIAP H8 (2) SIMP HB I 2x4 JOISTS ® 24" O.C. , W Z W a Z o W/(3).131x3" EACH END W/(3).131x3" EACH END o Z w Gs, 0 I. (2) 1 J/4"x11 1/4" I:VL (2) 1 3/4"x11 1/4" LVL H (� ��� xU ti BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE U x y a a E" CONSTRUCTION t�RACING PER SCSI AS PERMENANT WHERE POSSIBLE. u (2) 2x12 (2) 2x12 Z w -e ATTACH WEB CO TINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS s4.1 o o * s4.1 E".N, t CJO m n 01 CJ 1 , ch Jot o A. FG DRAWINGS TO TCtf CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE (z)zxlo �,� v v �-� (z)zxlo �t E-t 00 W (2) 1 3/4"x16" LVL (2) 1 3/4"x18" LVL �i W 600 MAX. ANGLE ND (4).131x3" NAILS EACH END, SPACED 10' APART N B3 02 2)2x1 J 2 B3 co N 0 .7 `� U 0 MAX. �'I _ S4.1 w S4.1 �� C3 ti CJ05 CJ05 ti C3 a Vim] ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 C7 OR SIMP LSTA18EACH END. U.N.O. NOTCH PATIO BEAMS 3" AND 4.1 SET BELOW TOP it TES ON (2)2x STUD U.N.O. a N SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF o 0 0 0 o Y SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER " " '` LL u MANUFACTURER AND MEETING COMPONENT&CLADDING WALL W OPENING DESIG PRESSURES PER SHEET S1. O BEARING WALL HIGH TOP PLATE SPLICES AT ROOF TRUSSES REQUIRE x A 3/8 THREADED,ROD CENTERED ON SPLICE OR WITHIN 4" EACH Bl Bl Bl (131") x cV SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO 3.z HEADER EACH SIDE OF SPLICE. 0 O O > Wzz � COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS Q Q AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. 1J] �7 FOUNDATION DI*NSIONS SHOWN TO BE REVIEWED TO BE IN O W C COMPLIANCE WI IIF ARCHITECTUAL DRAWINGS. O Q F04 F04 / 1 SEE S1 SERIES SffETS FOR GENERAL NOTES AND DETAILS F03 F03 �J ~ PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN � W ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE F15 F15 Z GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OC� RING THROUGHOUT THE WORK. F14(5) F14(5) • -- INDICATES 3/8" MIN DIA. THREADED ROD LOCATIONS cl Cl DATF: 4-24-2014 SHIFT AI MAXIMUM OF 4" WHERE REQUIRED. F02(8) 3.z s3. F02(8) J06 NUMBER:1438 DESIGNATES HIGH CONCENTRATED LOAD. INSTALL FLOOR/LOW X __TIE DOWN,AND BUILT UP COLUMN WITH NUMBER OF ROOF PLAN STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDIC TED BELOW. F13(2) F13(2) SII oLL C3 C3 DRAWING SHEET: --- (2) S UD MINIMUM. (2) SIMPSON H2.5 -OR- (2) SIMP H8 (2) 1 3/4"s18" LVL 4.1 54.1 (2) 1 3/4"xls" LVL C 04 CJO J02 CJ 4 �� /n l m A3 m M M A3 o J 3 (z)zalz 0 s4.1 F C 01 CJ 1 s4.1 (z)2s1z CD N r N .r� 2 2x12 2 2x6 W 3.131x3 U U U U 2 2x6 W 3.131x3 2 2x12 2 2 2x8 W 3.131x3" (2)2x8 W/(3).131s3" ( ) /( EACH END EACH END) EACH END EACH END 11111 1 1 / I G � I 4- •• . ENS•' • 9� GARAGE LEFT OPTION �— N 660 - = b x TATE OF ,w; S , i / S IVA L•� \\\ \,\ -F24/Z01I /11111111\ C.PAUL DIGIACOMO FL PL#59660 VI - HIGH ROOF PLAN U PLAN NOTES I'i W UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THREADED BEARING ELEVATION=S' 1 1/8" ABOVE DATUM ELEVATION 0'-0' F.F.E. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL o M ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE -OR- SIMPSON TIE DOWN AND BUILT UP COLUMN WITH NUMBER OFcq FIRST FLOOR (�� C7 m a SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF LL'-J--STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE Z W Q � 4 TYPICAL ROOF FFAMING SHALL BE PREFABRICATED WOOD SPLICE. AS INDICATED BELOW. Z Q Q Z TRUSSES AT 24' O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES W ~" a �" w COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS W W p H Z AT BEARING WALLS WITH SIMPSON H2.5 -OR- SIMP H8 ANCHOR U.N.O. AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. Z Z — w w O FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO [3E IN [1]--- (2) STUD MINIMUM. (2) SIMPSON H2.5 -OR- (2) SIMP H8 W ISI x v BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE c COMPLIANCE WITH ARCHITECTUAL DRAWINGS. CONSTRUCTION BRACING PER BCSI AS PERMENANT WHERE POSSIBLE. (� N ATTACH WEB CQNTINUOUS LATERAL BRACING PER INDIVIDUAL l RUSS SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS • -- INDICATES 3/8" MIN DIA EPDXY SET THREADED ROD LOCATIONS O � a x— DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE SHIFT A MAXIMUM OF 4" WHERE REQUIRED. RODS NOT w PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN U °-I w 600 MAX. ANGL AND (4).131x3" NAILS EACH END, SPACED 10' APART SHOWN ON THIS SHEET S2.2 TERMINATE AT TOP PLATE FIRST O co v x ARE GENERALLY NOT INDICATED BUT ARE INTENDED TO DEFINE MAX. FLOOR OR SILL PLATE SECOND. U P GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION � P � E. to p SHEATH OVERHf�NGS CANTILEVERS AND COVERED PATIOS OF CONDITIONS OCCURING THROUGHOUT THE WORK. EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA Q SHEET Sl. MANgFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT QVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURERIAND MEETING COMPONENT&CLADDING WALL OPENING DESIG PRESSURES PER SHEET S1. W A2 A2 W 3.2 (2)2x6 (2)2x6 (IJ1K) (1J1K) S3. 0 0 0 0 c � O N W CJ 1 U v U U 01 A3 A3 CJ 1 V o v o U 01 l\ 3.2 07 A2 3.2 S3. A2 CJ S z O O O W 3.2 S3. W i--, W F—• 0 0 > z � CJ08 C,109 CJ09 CJ08 Q z Q ¢ C.C. N N Lr)C> O > 1 j(2 )2x (2)2x4 Icio 1 `' 1 F+1 (iJ1K) _) O •� T20(2 J02 o, w T20(2) U W CJ05 CJ05 11 IvTnclA 09A ~ z 1 1 Do Tip Til Tll 1 1 A3 A3 3.2 T19 I T19 A3 A3 S3. DATE 4-24-2014 3.2 s3. JOB NUMBER:1438 HIGH ROOF PLAN DRAWING SHEET: (2)2x6 (2)2x6 (1J1K) (1J1K) S-20 (2)2x8 (2)2a6 (1J1K) (IJIK) Tll Til 1 TOq 1 1J TUQ .�`.�S•PA DIG '% CJ05 CJ05 `' •' O T18 V J02 T (3) w o y CJO J02 �� o w ) CJ _ N 5 60••� o= O N N O O U O CJ 01 CJ o U 01 - d * 41 T17G 2)2x4 (J (2)2x4 T17G U O••'. STATE OF w e A 2 2x4 A2 (SJ1K) (1J1K) A2 2 2x4 �i \ 3.2 3 2 (1J1K) 3.2 S3. 33 S3. (1Jlx) �' ' .FLORI�p'. ' 1� 0IIVAL C.PAUL DIGIACOMO GARAGE LEFT OPTION FL PE 459660 U > x CUT EVE1{Y OTHER WIRE w Z w 1 W H W.W.F. IF USED x w O M Q — CJ < SAW CUT JOINT 1/4"xl" W.W.F. IF USED rn LACE 1#4 VERT. W/FTG. x x° , 'x d� �- F.F ;T4 q Q O O PLACE 1#4 VERT. W/FTG. F.F.E x x v x x F4 PLACE 1#4 VERT. DWIS. TO MATCH CELL DWLS. TO MATCH IN ALL d v -y IN ALL END CELLS. CLOSEST TO TEE CORNER CELLS OR IN x � x - ' A-x x vx i� Z" A {=4 W Z' INTERSECTION. CLOSEST CELL ADJACENT °' d. ' - II III W W O E""Z, TO ALL CORNERS. r III=1 I I-1 I =1 I I=1 III-1 I I. z z w w o II IIIII�III11111111;1III, I111;11111�111111111; WISIx U� END OF WALL VAPOR RETARDER Z VAPOR RETARDER W " �~7 E�N cG Al TYPICAL MASONRY REINF. AT DISCONTINUITIES A2 TYPICAL CONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS �Qj O ISI �'I 1/2"=V 3/4"=V 3/4"=V DIA. A36 STEEL ALL �WJ „ 6 THREADED ROD EPDXY SET 2 (j � O 2 � # EXTEND TO TOP OF � TOP . ( A36 STEEL ALL PLATE. SHEATHING PER THREADED ROD EPDXY SET SHEATHING PER Q SHEET IN SHEET S1 EXTEND TO TOP OF TOP PLATE. (U.N.O.) T. SILL PLATE W ANCHOR OPTIONAL BRICK VENEER OPTIONAL BRICK VENEER W/ PER SHEET S2 W/TIES ® 16" O.C. W/TIES ® 16" O.C. P.T. SILL PLATE W/ANCHOR 77 #4 CONT. -�� PER SHEET S2 w G #4 VERT. ® 48" O.C. 8" u-] n SOLID GROUT BELOW GRADE 1 #4 CONT. W SOLID GROUT BELOW GRADE " 1 #4 CONT. • B� a � O N. v F.P.E ' d - ° 8" IN. - O r^ u. _ _ _ _ _ _ _ aq .° 6 IN. a _ _ _ _ i II I I-1 I I-1 I I-1 11—I I x cV Z �'. .. ° _ II—IIIII1—III—III—II �¢ w ° 1 I I-I I I-I 1 1 1 I 1 1 1- - - _ ° ,III-III-III-III-III- W O - _ v I i- _ d I I- --� O —1II III— III III III _ c� O d -III 8" IN. -III III=III III- -� I I III—I I( I I I- 8" NOM CMU GROUTED �2" w z V =11 8" NOM CMU GROUTED 12" a -- _ VARIES d SOLID W/1 #4 VERTICAL VARIES I1 I (1 I_ SOLID W/1 #4 VERTICAL T _ 4-COURSES MAX. DWL AT 48" O.C. -I 11-111-1111 4-COURSES MAX. l I ° I I I- DWL AT 48" O.C. 12" MIN. I- 8" (/� _ _ (2) #4 CONT. 25" MIN LAP, 12" MIN. - I � � � � I_ 8 T.O.G. TO B.O.F. 1 I � � O w �' � Ili BEND AROUND CORNERS T.O.G. TO I I III ° 111 1 11- Q 16" #3 OR ROD CHAIRS BD.F. 11 111 °a ° II1 III - a d 48" O.C. =11 1— —11 1-111- @ II III , II _ III- 10' = 111- Q W loll - —11 a a. - v 1 - - - - - - -111- — - - —I #3 OR CHAIRS ® 48" - - — — — IIII—III—I I I— II— (2) #4 CONT. 25"=I -III-III-III=III- #3 OR CHAIRS ® 48" (2) #4 CONT. 25" BEND MIN LAP BEND 20" MIN LAP, 20 W 0 BRICK / AROUND CORNERS AROUND CORNERS U W 0 BRICK / CENTER ON CMU B 1 III �� ��' N CENTER ON CMU I3/4.,=1, OPTION TYPICAL STEMWALL FTG W/SLAB OPTION TYPICAL STEMWALL FOOTING DATE: 4-24-2014 JOB NUMBER:1438 A36 STEEL ALL A36 STEEL ALL DETAILS SHEATHING PER i/ i THREADED ROD EXTEND TO SHEATHING PER SHEET S1 i THREADED ROD EXTEND TO SHEET S1 i i ✓ TOP OF TOP PLATE. (U.N.O.) TOP OF TOP PLATE. (U.N.O.) i OPTIONAL BRICK VENEER OPTIONAL BRICK VENEER i W/TIES ® 16" O.C. DRAWING SHEET: SHEATHING PER SHEE IIiSI W/TIES ® 16" O.C. i P.T. SILL PLATE W/ANCHOR i P.T. SILL PLATE W/ANCHOR �`� i PER SHEET S2 PER SHEET S2 S SOLID GROUT BELOW GRADE SOLID GROUT 1 PER 1 #4 CONT. BELOW GRADE F.F.E -3.1 LAN P.T. SILL PLATE W/ANCHOR PER SHEET S2 8" n #4 VERT. ® 48" O.C. 8" MIN. 1' 6" MAX ' n vd v F.F.E. T.O.C. F.F.E. T T.O.G. d d -_ F.F.E v .4 �-- �. N F.F� — — ` � I— PER PLAN xx—x�x 11-1 I I—I I — a " i - dqq a - i a a d 8 MIN. -1II- u d d - - -+ d 111111 I - T.O.G. r' ° ' - I d xx x.-x/ F.F.E. v d� _ —111—III a _ 12" MIN. II IJ . d.v III \\ FA / d I =1 I I. I I— \\.�S• T.O.G. B.O.F. _ M 1'-D' MIN. —III—� I I II; 11 12" MIN. o ;=1 1, ` 1 I= I 1—I rrrl l I1 11— 1— # N 5 0••' T.O.G. B.O.F. 3 OR CHAIRS ® 48" 111"I' 111-111—I I �( _ 4 CONT. 25" MIN LAI', - ' d ° (2) #4 CONT. 25" MIN LAP, - I'— 2) # —111=- rr II= 6"x12" EXTENSION BEND AROUND CORNERS 16"�r BEND AROUND CORNERS I I=1 =1 I 1=I 1 1- 1= #3 OR CHAIRS ® 48" W/(1) #4 CONT. #3 OR ROD CHAIRS i i i i-iii-iii iii ® BRICK LOCATIONS ONLY p STATE OF ® 48" O.C. 6"x12" EXTENSION (2) #4 CONT. 25" MIN LAP, %� s'•, LORINQ:• W/(1)#4 CONT. BEND AROUND CORNERS I' / s .• \ I-C-L 16" / I \ ® BRICK LOCATIONS �-6" 16" // � IIIN111 AL•IE\\+242014 C1 C2 TYPICAL MONOLITHIC FTG W/SLAB C3 TYPICAL MONOLITHIC FOOTING C.PAUL DIGIACON10 Il3/4"=V 3/4"=1' 3/4"=1' EL 1'E#59660 I i U Z m 00 - -OR- SIMPSON .o H2.5 OR SIMPSON H2.5r� SHEAT�-IING PER SHEET Sl H8 ANCHOR U.N.O. M REDugE,, EDGE NAILING TO H8 ANCHOR U.N.O. MON 3" O.0 'PERP rZ'yz QQ OO PER P.T. SILL PLATE W/1/2" MIN DIA. F4 ANCHOR EPDXY SET 7" DEPTH AT _ t- PLAN 24" O.C. MANUFACTURER. TRUSS PER W Z - 44 A c z Z,_, W 44 GT. V O F.F.E _ TOE NAIL TRUSS TO TOP PLATE ISI PRE FAB WOOD TRUSS PER c� x . a PER PLAN MANUFACTURER.rl 2x CONT. FASCIA BOARD. W/(3) 12d NAILS. z k=�cxx—x—.x ° 4 q (2) 2X' SYP #2 TOP PLATE. W a y E.N III III_ (2) 2x SYP #2 TOP PLATE. W/.131x3" � Q ., X x�x—x v LAP 48" W/NAILS 6" O.C. MIN. NAILS 12" O.C., LAP SPLICES 48" AND `t r4 I —I I_-III—IIP SHEATHING ATTACH PER F �p W 1' 0" q ° a _ 2x* STUDS ® 16" O.C. INSTALL SHEET S1. APA RATED OSB REDUCE NAIL SPACING TO 4" O.C. 0 U C7 U O M N. .q° °. a _III 1'-0' MIN. SIMPSON SSP TIE PLATE AT BRICK, STUCCO AT LAP. U x III_ a III SHEATHING PER SHEET Sl. EVERY OTHER STUD TO TOP VINYL LOCATIONS. e E- PLATES. (U.N.O.) ~1 oo Q III__ —III A36 STEEL ALL THREADED ROD _ 2x STUDS AT 16" O.C. Q — — — - U.N.O.. CONT. W/3x3xl/8" PLATE, WASHER i I I I i I I I i i i I I i I I�(2) #4 CONT. 25" MIN LAP, & GRADE 2 HEX NUT (U.N.O.) BEND AROUND CORNERS A3 16" #3 OR ROD CHAIRS 3/4^=V Al ® 48" O.C. A2 3/4"=1, 3/4"=1- W un W A36 STEEL ALL THREADED O ROD SCHEDULE ' HEADER S CONT. THRU. FLOOR BEARING N 0 O x Q STAGGER W/TRUSSES. ' x N z w SYP #2 BASE PLATE MARK SIZE TYPE MAX A W u a SOLID GROUT CLEAR SPAN O FLOOR SHEATHING PER SHEET S1 x 2 2x6 LUMBER, N0. 2 xn �S d SO PINE z V Q ru'll" -I I = B3 (2) 2x8 LUMBER, NO. 2 6, xoserxnnr SHEATHI PER = I I—III—III—IIII I ISO. PINEI I—I SHEETG _ _ _ ° d II FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH II III.- I I — 1 #4 CONT. HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" Q w VARIES :III ° II 12" IN WIDTH. 4-COURSES MAX.— 8" NOM CMU GROUTED SOLID B3 z =1 48" O.C. W/1 # VERTICAL AT ® EXTERIOR WALL BELOW INSTALL T 12" MIN. I-III III- J 2x4 BRACING AT 48" O.C. P.O.G. TO B.O.F. - _ _ ° 2 4 CONT. 25" MIN 6 W 3 .131x3" EACH END O # /( > -III-I d LAP, BEND AROUND TRUSS OR BUILT UP WALL II c — CORNERS ° - 10" III ° III1-o 2x4 BLOCKING AT ANGLE BRACE/ROOF DATE 4-24-2014 = MAX W/(3).13lx3" EACH END )OB NUMBFK:1438 I AND W SHEATHING AILS AT 4" O.C. - — — — — STUDS AT 16" O.C. U.N.O. —_ I -III- - = 3 OR CHAIRS ® 48„ B1 I-I I I�I I I—III-�I I I.�.I I I— 2x OUTRIGGERS ® 24” O.C. x DETAILS 3/4"=1- W 16" W/SIMP. H2.5 ANCHOR. BR W/O BRICK GABLE TRUSS PER MANUF. CENTER ON CMU 2x4 BRACING ® GABLE PEAIN. DRAWING SHEET: A36 STEEL ALL THREADED ROD, CHORD OF TRUSS APPROX. AANGLE BRACE TO CONT. THRU. FLOOR BEARING 20•-50° FROM HORIZONTAL BLOCKING W/(4).131x _ STAGGER W TRUSSES. FROM GABLE END ATTACH W/ OPTIONAL TYPICAL CMU EDGE 131x3" NAILS EACH END. 3• SYP #2 BASE PLATE SHEATI}ING PER 2x4 BRACING ® 48" O.C. TO TOP CHORD SHEET S1. FLOOR SHEATHING PER SHEET S1 OF TRUSS APPROX. ANGLE 40°-60° FROM F.F.E HORIZONTAL 4' MIN. FROM GABLE END .__ (4).131x3" NAILS TO GABLE STUD. xx _ x--x. x�x III WALL SHEATHING PER SHEET Sl = . III=III=1 I PAUL 1'-0 "=III=1 I c — — — — ��� ••••••• •.,•Iq �i� 2x SHEATHING NAILER III—III —I III III III \ q I- 8 INSTALL SIMPSON LSTA18 ® 32" O.C. BRACE GABLE TRUSS VERTICALS �yy�,�, •• ••�0 -II . II VAPOR RETARDER PER TRUSS ENGINEERING DETAILS w •• ••' I- 2x4 BRACE ® 48" O.C. EXTEND V No. 5 60 4FROM GABLE END W/ (2).131x3 = ' " I - - -II III— INAILS TO TRUSS BOTTOM CHORDS. 2 (1) #4 CONT. 2C" MIN LAP =b :• * - BEND AROUND CORNERS a' WOOD TRUSS PER MANUF. p OF w ��'�• FLORTD�'• •ti's�` S• •Z1 � lo/NAL 1�\\+rz+/2o1+ \--STUDS AT 16" O.C. U.N.O. C1 C2 C3 C.I'ALIL DIGIACONIO 3/4"=1' 3/4"=P 1/2..=1• FL PE#59660 I. ry. W _ .'r•!III Ik. _..i. _,_%". •.t _ -_�, ;; :• _ _ _'1 _ _— �._ ..a� — ,� _. ,-. � __ . of _ i SILL PLATE ATTACH TO TRUSS BELOW U W/1/2"x3 1/2" LAG SCREWS AT Z Lo 00 24" O.C. ,z O M N ZQI) o0 SIMP SSP EVERY OTHER STUD W "" Q 5 W z TO SILL PLATE Z Z H z Z � H � w� W FN F' 00 W w P4 i O co U x F Q WOOD TRUSS PER MANUF. A3 I' 3/4"=1' w W SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT SIMP SSP EVERY OTHER STUD 24" O.C. TO SILL PLATE f� l— W > Q � z � i o UO wuq DO NOT SPLICE WALL SHEATHING t� O ATTACH PER SHEET S1 TO TOPc1r) U I U Q PLATES AND BEAM AT 6" O.C. HEADER PER PLAN w z (2)SIMPSON LSTA18 (2) FULL–LENGTH 2x STUDS F WOOD TRUSS PER MANUR DATE 4-24-201=4 JOB NUMBER:1438 (2) 2x HEADER STUDS B3 FRAMING DETAILS t I A36 STEEL ALL THREADED ROD DRAWING SHEET: CONT. W/3x3x1/8" PLATE, WASHER SIMPSON MSTA36 FLAT STRAP & GRADE 2 HEX NUT (U.N.O.) FIRST STUD AND EVERY OTHER STUD THEREAFTER. S-4.1 FLOOR SHEATHING PER SHEET S1 WALL SHEATHING PER SHEET S1 PAUL IG j��. GIRDER PER PLAN •E S,''•• �Q �� G No. 0 STATE OF o, 2x P.T. BASE PLATE p ' 'w ° %��' �''LORI�A• •1'��� ° 44. 4.. n ° ° ��� 0� INA L 1\\\ ,42 4/2014 C2 C3 C.PAUL D1GIACOMO 3/4"=1' FL PF#59660 I' MAP SHO WING PLOT PLAN OF Copy I FILE LOT 618 AS SHOWN ON MAP OF SECTION N0 - 1 SAL TAIR -- ----- - - --- � ° IN PLAT BOOK 10 PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: JACKSONVILLE HOMES LLC BENCHMARK: X-CUT ON CURB 23.81 FEET WEST OF THE EDGE OF PAVEMENT OF SEMINOLE ROAD AND 8.25 FEET NORTH OF THE EDGE OF PAVEMENT L o OF ATLANTIC BOULEVARD, T 6 ELEVATION:(7.48) 0 1 ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 (NAVD 1988) "FIvo Np,D 1.p• � 0 T (9.8) 6 + 03 1 7 N O N S7,500 ,5 �U 0Qcs O 0 0 QQ" 90•(P) O E (9.9 O LlNK OHA/N 10O OOI W FeNOf 4 �L/ c0 39 O 0 ID �S/{y) 0 (9, R o Q d �Q w...'1 ON �' o •O '' ors o ( LINE NE CL (FfNCO Q pROO'O CUSTSO aU25' O O)p0 RESDMeR �a c= PLA "IyCF 032 0 � � _ 3 00, v o FND 2.9 (9 6) 82 O�S0.33, o v' Q NO ID I.P, Q c /O O o �� 42'2 V Z p O 7- 6 /V75- (9 �� O C 6 WOOD O OQ ('9.7) �1' '^ 44j �^ O T f I f) vJ O 6 1 9 FNN ,.LP, (S/ N4150,38" 0•?8' W SET BENCHMARK: -� PK NAIL IN 12" WOOD POWER POLE, U Q ELEVATION:(10 AVD 1988 --�� DENOTES DIRECTION OF FLOW �2 ELEVATIONS SHOWN THUS (9.7) ° o WERE OBTAINED DURING FIELD-RUN SURVEY DATED 04-29-14 M NOTE : NO ENGINEERING PLANS WERE PROVIDED -� BY THE CLIENT PRIOR TO THIS DRAWING. o o o m � BUILDERS ENDORSEMENT SIGNED: tOT 624 NAME: �BE�VEp�M�N�L FND yzH Ip DATE: NO ID. ERE STRROAD NOTES: ASO RIGHT of WA)')PER Pt T 1. RECORD PLAT SHOWS NO BEARINGS, ONLY INTERIOR ANGLES. LOT 618 PLAN #2072 ALL BEARINGS SHOWN HEREON ARE ASSUMED. LOT SIZE 5,000± SQ. FT. 2. NOT ALL INTERIOR IMPROVEMENTS WERE LOCATED BY THIS SURVEY. DRIVEWAY TO R/W 341± SQ. FT. ENTRY WALK 30± SQ. FT. MIRROR HOUSE PLAN; 05-05-14 (OFFICE) APPROXIMATE SIDEWALK 250± SQ. FT. SHOOT EXISTING GRADES; W.O.# 14-274-3; 04-29-14 (FIELD) PLOT PLAN; W.O.# 14-274-2; 04-29-14 (OFFICE) RIGHT-OF-WAY LENGTH 50.00 FT. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN - ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA , INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 k FND. = FOUND a en COV. = COVERED ESM'T = EASEMENT -� ACOE = ARMY CORPS OF ENGINEERS 5 CONC - CONCRETE JWL - JURISDICTIONAL WETLANDS LINE MON. = MONUMENT P.R.M.= PERMANENT REFERENCE SKETCH FOR DESCRIPTION PURPOSES ONLY - DOES RIOT,3 R PRESENT OR PURPORT TO —4 - I.P. = IRON PIPE MONUMENT SHOW BOUNDARY LINES NOR IS IT ,BASED ON A F ESD, RUN SURVEY I.R. = IRON ROD P.T. = POINT OF TANGENCY D = DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT ;', j 1 ,) ALL ----CH- =-CHORD- - P.C. _-= .POINT--OF--CURVE------_ .- J A ARC LENGTH P.R.C. POINT OF REVERSE CURVE �' /•,' / AMER/CAN R = RADIUS P.C.C. = POINT OF COMPOUND CURVE # SURVEYORS (cALc.) = CALCULATED B.R.L. = BUILDING RESTRICTION LINE SURVEY NAT VALID UNLESS EMBOSSED BY SEAL ((D)) = DEED F.P.&L= FLORIDA POWER & LIGHT JAPES DJ'HARRISON,,JR;, N0. 2647 OF FLORIDA, P = PLAT U.D.E = UNOBSTRUCTED DRAINAGE MICHAEL A., G/I,RRE1TJ; NO. 6643 INC. R = RADIAL LINE EASEMENTB0, •L. PI AN NO. 27` S/W = SIDEWALK NGVD - DATUM NATIONAL GEODETIC VERTICAL SCALE 1"-20' J R/W = RIGHT-OF-WAY NAVD - NORTH AMERICAN VERTICAL DATUMq -x- = FENCE P.I. = POINT OF INTERSECTION 105165 917 z 9 (W) = WITNESS EOW - EDGE OF WATER DATE 04-07-14 FLORIDA GISTERED RVEYOR AND MAPPER -8 F.F.E. - FINISH FLOOR ELEVATION TOB - TOP OF BANK F.B. X OR. BY BRB/JMR DIR, P:\2014\14-274-3 FILE 14-274 ORDER N0. 2014-274-3 i W a f- o o N Ocq {:a of! 0000 W Q O Q 0G O O I rn Z FI �I ii �I z 2�O .,b.. O W .Q.i O O O 7 V O (j\ Op cov , .: a V) a o >~, In z 1 1 1 1 1 1 W o V 1 1 1 1 1 1 W [ �- O p M N x • � �ti2 2 I--l~il:? 1.. f.„,� ,...i vW �— Z Y Q r ' VI Oce Z W W .,. I~ O w J - O V L4 W W 9 1 �1 bid �(bM �0 r 3 o ¢ z z h M N z i �3d a 1HJ N f w z w o z •• w o .. � o W Q oo[i. o" w Q Nab z w w } z o w a00oz �O� 38 3�ONl Z Iw- o Y Q o 2 a- MElf OQW�w =� d o N�VM�O�,•►3S S� Zof w m(!!Z� r a li ^ o J .-� j N 0<0 j.. WO ` _. 32/JNO�/Ss a w 00 N < �' x 0 z Q Ij o I� a [O�o O m O p f V co (n ? O F o ro d In -� a (U,) jWIr 0_WCD� �> _a ,..0','`:.a:•'• '': F I-- � d = O4 M�i O W I-U /}� /�/� Q �Z~O�FZ cn ZZ ) Yo cbt0 .� 3' ";r.V, 2 �1b O O p W Q M o� WN� r 3 Y Q Pw� �p N dIn Z O o 2 0ry3.... ,- r Q �d In rn Q O t�?O Q O O 13 2 Nl �Mf7' ' "� .v>3 ( s£` W z m a ��0� Jt F m a bH�:y ` . y..'o\ 0yJ I a �Zz o O W r Q a o k .9� s n 2 W O In _ .N OO O Z�IWWaO-li _ �w t N :::cyH' ' '' a°a3 'n en M.,O D j �o W' x o z o w w a 313b�^��0' �o tl� s p; 9,0 (�5b O O0,4n z o � n W vNi i o v) n ; �` ,03SOd0Od,".:.a�2 N `' Q4D 8 `J �a =W � E ac< J Z o d O Q00 0 F-¢ z- W zz �t f, o F'6t r: 2v o 1 pI W o a s c� W 0, >� a3�00 < n. . ..... W O a I O w 3 ¢ 1. _ o l <<.IS0d0 0 U �I m O ✓ CD •..,,.,0 �.s"f .. N d y� •01 Q �1 N J J~ 0 O �, V^. ........................ _ w �O O J I z In ] {Jy ti c 2W. ry a�W o>; .'� o zZ p 0, a0 (nom Wo Z J pj N O O O Ui Q E , 4 rn v Z 4 ck:Z ,1 p Y 01 0 s w C4, <v a z \.,.0 0 (0Z a z W '' U o LL, Nl� - \ cy 0'pF !".i �L/ )W- W X J (0!1 0 p I r7 ter+ Un :"'moi (n hJyO 0 tf' "` O 7 z F" U o U=i N o Jt O y I •y lu �I / 035p 3b3100 ;, w� `� j o z x II 0 N I-ZrJ a0 d O (Y) v/ ,<'pF w WJ �US Z o Z o O O O :.r.»". Y, O W V Q o to J) �j Of W Lj L N [� Ca. o 0 a `1f lel O w Z O Q W 3~ W 2 O 8 (1 Nba y 0 w�s w w I x o uj Z v4 Z m m w Q w W d w to 8 0 D 3� z� Q 9 o Q 'fi' K O W 0 W z 0 8� \ N � � Z CL Z V) Z ^ .i�vQ o ✓ 00)-j J= ZU0�1 w oOu S2 V O w � i Ui� 0 2 r tp „s J E't D..~ O Q W F�j-� I-- ` # w aaoc) ',g c� o r, � -11 lQil O O `` 0o OS > 41.. =C.� I O� W �j v zeLj a O SW-u ow ?; m rroo0 60X. O ~�N �� ZQ F pit mOW n wSEW. ow000�4 �oaLL m Q 'j 3J r �� ¢' :,1 z z I W O Ir Z Z w�� z w e0 a .I- -M z�'o w o N3d SLN O d wx Q w ri 20 0 c�¢ zz ~z�o�134zczaw� c, �. Op0M :9 N �^'� P000 Za �� d ~<- I cord"aalaaaina. �� 2-z(L (7 9 2 2 W V)W� Z Z O W O N N O In Z n N N I III N I I N tl tl n II N n O W Y I Z w a (36-j; w C 9 q 1 0 ~ M p VIQQ O� Z � �al �WO p��r1 rcitizt;�ao >� >Q_o� (n ZZ F- ZU NZ o ;WL- o<SiL ati afL a.c6 :5 z ZaW1 O O Ojuj o> W Z o 3a r O aci F ��.I�� (n �J 33 J o w3v=i Zm a(3 Or. H Wow �o� J-Z Z ate_ a0 a J C9�k ¢a Iq~y !E wa o i - -Y rn$ o zza �- �m Q z 3mIjv zw��zy_�ycs�ic�9�9gf•vwlx OJ O xZ �>< u���oczi��a�oa HH, wa �N n N n N N N n II tl 11 p n n n tl 11 11 p tl H OF InmH o�zz vr..,..3 I,-, x Z N �0 xrz �a F- ho m ti I 1. s� �Q Z LO v=i w= d�ooad xQ� oar` .. 0o Z Z N vzi nJ. r=•1Z-O ❑ O 00 Z CI C7 C3 t j O W m LLI v) V) V) v) O H N O L LI ¢ +I -H ii -H m z 7 o C E� a a 0 M M W Z 1 1 1 1 1 1 ��N.Q I I I Cl)I N I- rn 0 "7 `� o z O L N :2 ' Qati z w LL m > � ll �� �E,. L� 3 � 1? Y o M to W Q ��d bM -d p 0 ,,.,) N O ¢ � � � N O w<ro a �3d ayo� SHO/� .01) s,. v 3 w W w o LIJ ODti Ob NO ? z Ld o .. \ a J ❑ Li z o¢ w_rn 2z O� �Q 38 ��0/V/ " Q Z N Q z v 3 O Z N O 0 0 J Z L- o� h)yM3 [1 .�, Z j Q Q �O J Q 3 ^ or a J m p 0 W .. '� 0 �3a0NOjs J Y J m (!1 Z 0 W -> a L` w O ow o s a. w 00 ¢ 3 0 ❑ Q _ U � Ld w�wmd �� a :, "fQ: Q ,•..:^:.:;._• tp (n ? O H m a vii a LLJ2 V a = OOf - n a Q MZHOwZz Z '�o cb°� : '' Q W O O z d C9 e ° a m� QO0 <0 O� �: 2z of 3Jry3�•.. ,_ Oto ' (1 2 �1b� � J J O W Q d' � on ON ❑ G Q O J F F r 4 N/yH �tN!) , Qi � 'ti� d 0 M 0❑ LLA z OLr_ OF-•U)I-¢; , •.,; _''OWE - o� b)9 O W N o O zOtn W N ��e 4 SOS M z�z 0 to o IWL� Oi f .:fib ' ' '.:`,'a4� h` ^ £ o W vwi� cj x3ozowa '3t33�iy0. .: �z' v so MpOp �❑ 41a O 03 f o3SpoNoo ;`..ate tV ��$y �S[ o J a� t ;LLJ 3 of w o Z c^v l_1 !Y J O ••F st, ,ci of Z z O o p Z o o •- N o T"c�r1I m4 0 � XNow >c _jJW o ❑04d0c ' y ZO co �.w v >l; O ❑ F •'O O 2 O' r•..- J I z to o Z J2�� Q�pNO� �w 'v Q - rCy aC� I� li ^ > :. t- Y Q U tU Q 11Cr) ?Z :f, O 4 4 VOI / w Z N oa. Z U r3 o r3 0 O o z� l� LU v! ai HJ d f13 .£. S t•t! } w tr , yO� ❑3 o C7 Li ( f 03Spa�a3I0J O 'x w / `; O Z f Ow (Yj O t=n N o d lC� t� I I� v> rn N m En o 1 I o N w U ww U LL) J � (_n z I-o +J w �Z U W o U wQ ¢Z >- a w= w m to o 0 O n I CL m % Q� m a� m �1Nbp w z o o �Qo 3ct Q cf, Q. Np zW S �Zo �Z dL, O "> '<? I�0 Zfn r� O v QCw �� \ z O O 22 '00-0S OJ��d a~ 0U) LLJ OF- wtn V O w w z NZU � }}EEyyw 4 LwN _ Q 1 t_�� r=-Z w3La La z w,.- U S�i O O k 0U 1 UH 3 NW wWm ❑ o � �tt000 .° % O =ZO> Z 12 Zed O a �isfGicoiwo 1i z3Y K -to tL w � rc o zF zF- z a Q) z 0N3d000 O�s`/►ro, O rr' OZmd• W2 !rZ Z' p w�F z I-' wwa jo 000zo z o0o O to 3 r t♦Y 0 �c't � zQpw mtrw W In :,o w�4wwti� w m tk p M ,9 ry at"'� � DOO ZO., w0 j� �❑ O HIAL; ~i�ffim�wa o _ �z I o oog000-�zy ao $o (n 9 2� LUil =WO Zm� r 1 1- o°d�azaaaaa�w��g MR fr ZWW 0 Q NN =ONZ Itl11 d111Y Nt tl tl YIIM1 O M O V)Q¢ OJ ZX 't I Fz�0 o a 3,3-1 w 4' fdCNdl>I.: w >_.3m V) Om ZU v>Z �0 3Ww �ao a aaaaemL� z O O ILLI S *w _ 00 3N � m h OW30 Zm QV) W oN L,O! 2q I Z Q- w- W J Z x 4.❑S 3 - }}.1 a� O w � Iq m Q ZO 3wri>l o �8arc�oZN ?aol wNg 0 3 m� �i"22zz�� 9�9o9�9 - I WJ O Xz r>'�N o coi ��oczi URN 3,z �¢ z wg j2" II II d p N N 111 tl II d N d d g 11 Il p l F a_ (n ~ O F Ir r=- d s z z ci.-..., 3 ,_, X Z .- cV 3: Nwz 4�4� odw�� #� ACL Mi=-O m 0 LJ OJ 0 o � 00 n NO n LZ �U' �U' CN1 C3 O F- N w CA z 00 z 2�O d 3 .- Lil a +I +I O o N � � V O m op N Q 0 M N Z 111111 v�L�OZ 111111 00 00 O ui M Q W' I-F O> O z 0 M e' Q j 2 ZWw �' O W J = O !J y� W I-LLL Ln <LLJ LL-:2 �bid `�3d �'N ,0 �N9 N o N w w z t o w>N a LU z z ® o yon N�LL- b r 0�) 3 z Z w o J z ® o o zW _ Lc Li Z O Df W 2 2 ��b ® '4701v,�a ��oNlw C�) Q O � 7' � F- O Y FW- O .0<W> = r 3 o v 313a0No0IS � �J/ Z < D _ Q Q J Q C9 Y1 F Z Nw00.wJ ZL' �� O,S �®7 Y J m (nZ �� 00 w ¢ g O o QZ J � w m O Ld O�O m O O LL v aw co W (if _ ` m a U a J Y U Ld LLj N Z aQ /0 .. � :.. / /� O O CK z O O a m� h Q Q Z 1- O tL Z Z Z ep 39N3y �rr4i(� �^v (fib J J 0 w Q p w NM Q J Q O w-0< 0 O ®� 4?�• fid)Os ' p N o [� O 1-O U.1 ¢ > > w d ' �� •4 >� (l0y)91 0SF ® W vWi o`N' O O w LL.O LL_ J J W )/ ^ MrrO J (Y� x�OZOfif w w � 7bM �al cyM . 9'p (�S OrOQsI z0 � ww Nz 1� 3S�d�bLLI p03 �SObdO `, vaN �' _Q 3 �� �Nl�/b38) 0 W w 1-a z z� �y �' p fid. m ,g, rno o zz XYZ w 7 W V i '0.01 oa�o as �i Ing �= v~i z ¢d- Lu . ; �£61:: Z x O CD ® \ 0 La F-fn a s (� J W ® 03Spp r p 01 W ® o I m z��U o i'L, m ® d0�d ,4 d a O L J 1- m J O co �Ccl N o N; I z V) > o [�, O Q- z 0 �()N, wry, Q 0> ` 1 c�2w 0 �j Zr�O oCW1 Ile -j �2 ® Q �vzOi v / N wZ vii cv 0 0) Qr a Q oO W a ® ® V Lf) O O 3 LL O ® ZO _o •_ O L) a z ~ J O W W � CC 1, O r 0[ 3 N F 0 N m ® CID O y0b0 ® O > z ts- a: ^ r� ® 4 ~ 0 LCJ�_ J 03SOd0&d p0 �® i� (/� � O z 2 O CI d N M r Q I /) 0£ N ® p a S ' (n to 0 I o "C) v O to � ry�� CJS = W O o Z 0 /p� Y Q h] V� �6(� `moi Q ~ :E Z LLI ELW~ � Q v / a N Q CSI m o0 8 (�n/bOb�) Z W Q w -i~o =W ® S z a O `®} 0 Z'0 9 O 3�' Z� U w ~Z O m z Ice n w�w v ^I Cl- 2. 0 7 �� (n0 �g O QOW OJ� Wo LL 000 w F �o CAS Q= ZW W ovm W N O Z w Uo WZzo Jz > �o 2 r r®® OS L' �LL� a 0 O a LC) LL`,i W m ~ m ® 0 a� c9 Li 6 U LLi. Y \ W O O 4 > k ` .b' LL =C.DZ� Zkj~ C>� � dtO�i w�a O (L 0!2 =c���c0i�a�L-L� �z3 m O rr®® 0 O I--N �� zQ F- 0L` m5W L` n wc0i�4Z'�o°1000za�w¢ aOOL 0 CO 30l�3y r®®r�! Q: O ZC)d• WX QZ W MO =0F O w �`'���Z � zz�op,v�ZOQ=,,a m lOi! Z 0 OOOM ,9 NN cryo 1= 000 �� mO w U't- Fa? I c�i����aa aaa mlJi�L�Z O z as w� 9 02 W =w0 Z~ W > LL,NLp Z)rno 411 11 11 II 4 111111 11 11. II 4 4 4 4 4 O •( / 0' Z I-LLI w W OZ= d•Lj O Z O O w � a Ci v�of w o p Q 0 0 N Q Q 0.=1 a 1=_w 0 p 0 3� I-:cS cf Lr ci ir n:o ¢=o 0 7 Z1-0 U U) d �0 31�jW 0a as a:a: a:a:mLa.7i z zaui O O 1LLJ- OOW Zw 00 o0N 06m o O jW> WH stn 13� �JQ C1 uCi a F- n aj J CO w J W P 0>- H U) W 0 U) LW Z� N 0 Wfn z <0 1- W (,OF } w J aZ z SK� CL F o w 0 lt! 0Q J 0 L� j Q¢� Wr,waoa z g Jo U)� Om Q LLJrnz3 3m� Z�L99'zzzzJo0�0Wf9�9 isWw WJ O :c T< >�1¢ln �L,7L0i���ov°d�c�ioaavl� L 3 �, CK Q Z W g g It II 4 II 4 II II III[ II II II 11 4 Il 11 4 II 4 t 005 Nit= o�zz 6 3� �rLd x UZ N �z0 ==Z �w1�°�40a��oa�Li i34 Ln CL F 1-O m LZ zm= 0 N Z x m ���A„""c�AD=D�PZzrp =mom -ip J 1 1 II II I N N N p II p II N I I p 111 II Nmm X Z D�7 :-e 71 Ln �mnaaa6aaa6������ 005M0 m0 C_ft<l Z� 0 rn i ?�50 sv�N�o n zZCA�o I<r�m_�C fz D WA S i ALOTm,r�m ` [[ > 00 r YO a m z m o �vm�r+i� i� pN �y) 0 f m v m Y 1— D Z ZF- u IJ OR m (n-I 2 << m o O �r� �� 0 =2 �m R1mD O0 O z C my n'o 00 m KWON O omaZ z c:*Im aaa yy 7) nn mm$ o Z(n r0 O-IZO !, Oo:D z F .aA7G.T. 7-t ar o p3---II 0 "0 DD(n._ L+ � W£ o fISs•�[]cl v 3: role Cm2 N.A ; SZ Zm I jZ(n O� Rolla A I C p A I tl 1 II I I I A 0,4 T- < ;u O -ice O�2 (� p 6 O �7 -tmazvZ cmm aaaa;a�Dn fTl mUl O -1 H� N 6' hl o�ooDDj 00 99,moo��p I p Z�L-I I OrTN �Z �v� 0 ! i o e Ar W00°FEN 2 n � �oi000_��� -Zic in (N Z i\m , Z Z> OtmTt I czz a NY��O rr OE O moo m D 000momntsoo V n mppp oo -I DZ x2? "2--10 ✓ 0. oOQ1� ~ O m z�.r xi U r A m t (n A G7 Z (O Z S ••ty 4 '� X O O f- m cl o m n a o -t -i o N " T O '0�Z O I m(n -1 0 I G�C O r� 'V i 20 xA � o o� ;.`ogo ,� o ��,� o n O p (n r ..1 SO•� 0 2 m �_ o y$v �z £ ZS =A� 'v U10 -1r m^O o0 A �� o ��Zv� P 2: ) O 0 U)M2: �- A m Cr (nZ zcc� ao rt i �o (mjOD O. �-< I ... :i rl / f m YN U �ZV, XV) � n oZ Dm z r, IVT a M Z m o x v m A m (VACANT) s 0 -Din V Diz p 0 �v O (n m D ao � i C >m =�� = ............_.wZ o v V) n�j D o m a D '1 O j > n � o c7 p m S 607 0 ............... . O •+ M�M m m � op Z c'�� frT1 r/� p ;.) Q� 'D W o = (A �+! a� O f coVER X02 I til " O PI) T xz 3 o o =p x 'V �I a z o f1 0 E°P�ROH O Ca ` -i vl c� ., rn 0,0 C:22 r7i rn (.) D r-o O mop A ;� `` oo v a? O a h..f; fa r < rn Z r y O Ol \ ` r'J `�V C On Z �'C b m m �(J (�f� p ' 1 )Y0.> �ROPOSEp O µ� �......,., V � tn ,O X 1•'j v'J�+J� 1" (' 1.0' N EN rRy° v a v n D r0 --- v.1�1 d� �' rs_ O = n m o p ;itzo b � ��v Z o ( �, � _ '•- ':"' ���r,t�" >' r> � �' I m ��Z Di �1 +_ �i e / p V 1 p N N O fnp m -n A O N^j VA �' v W �^ o ..'OO OS,....,• r0 �^ w o ?((nn m 1 ^ o Z )01()()"w SE) o.s' V A cry q r ':a m r, r-�O-q m I O C- v n n I ° .350.16'(,4 to a�mm .. Nv M m< < D x (/)O -11 �O O �W o S0, M v .n n�• - m cm 2 O u lg' \o"^. x a;_, 4 '� Gv � _Ir r-0�2 O p V p Z V1 1 _ (AST. y, q '.,UN AIN '1 2 {p} -1 D -r7 C m o V) m o o u 35�'(P�,g T) 1z. , QQ tt11 ENOE o o a z z Z M zo z M urov CM D m o r r ) ©V.' % o`Jr r� zN O mS07C r J p Z 0 0 0r' a ni �mAmc n D �� �A o m a (n to( z t o (n o� m I s, Q; °�° o o °0 C D x N r CON -vim O z r 0 N Z v o g D m W r l R S/OE RETE v *1 m O m -N�r r 2 m m y < 0zcoco < Z / KALk �o <m (,+ -D--1 -1 DD ,(�C DD lS N M�NO 2 �A (pm DOZ-n D rTI 0 -I Z f 1= / �(e � r OD m TI O v�1 ? � `n m m 0 b z Z (78CACH R RTO —z y PJ<m m r j Om ZD f. .,r., 0 /t'/�,yT �q() Pe zD<< m U Z C) D (� O�N Yl OF W4 R p�Ig v MMM V A r VTI O i.' „f ) T� m m Z n ^ o f z i A QU1 ` , n Z 0 "M r... p n o s.) N 1�111I c�)olI OD �h^ 1II� o o o r- (n o o Co w A O a _4> crt Z to FF FF FF H Z (p m N S y Z a Op 00 D O O p N Z �� o O -I O IA D W > -mi -m1 H N I1 m . v