The URL can be used to link to this page

370 SARGO RD - NEW HOME DWGS NOTES GENERAL VENICALC ULATIONS: TABLE OF CONTENTS A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY BUILD-ING CODE: 2014 FBC RESIDENTIAL 5th ADDITION VENMD SOFFIT PG DESCRIPTION OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING VENTILATED ATTIC AREA=2203 2014 FBC PLUMBING 1 300 X 2203 = 7.34 SQ FT 1 FLOOR PLAN INSPECTORS USE PRIOR TO FRAMING INSPECTION. A4 X 144 1056 SQ IN TOTAL NET FREE VENT AREA 2014 FBC MECHANICAL 1056 X 50% 528 IN NET FREE 2 ELEVATIONS 2011 NEC 80 LN FT OF SOFFIT = 528 IN NET FREE PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. SOFFIT = 6.55 IN NET FREE PER LN FT 3 ELECTRICAL 5/8)p TYPE 'Y' GYP BOARD REQUIRED ON CLG PER R302.6 JAX BEACH DEVELOPMENT CODE OFF-RIDGE VENTS VENTILATED ATTIC AREA=2203 D DETAILS HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302.5 300 X 2203 = 7.34 SQ FT 'CONSTRUCTION TYPE: 58 V34 X 144 1056 SQ IN TOTAL NET FREE VENT AREA UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE) 1056 X 50% 528 IN NET FREE OCCUPANCY CLASS: R-3 2-6' & 1-4' ORV REQUIRED 1-4' ORV = 144 IN NET FREE 1-6' ORV = 216 IN NET FREE ENGINEERING PAGES NO SOFFIT VENTS IN SQFFITS THAT PRQJECT WITHIN 5' OF PROPERTY LINE. 4 8'--8 4 8'---8 ------------------------------------ ------- —----------------------------------------------------—--------------------------- ---------------------------- ---------------------------------------------- 17'--5 2 4'-3 ----------------------/ ------------------------------- 0" -2-4-'-3 ------- ------------------------------ ---------------- ----------------------- ----------------------------- ---- --- -—------------ ------------------- !PA � 10 P A 0 0 1 7'0"X4'0" 8" 2 0, 11 9'-- 3 13, 3" cl, Yl ----------- ........... C) m --------------- ----------------------- 3'--6 3'---6 ----------------------------------- —--------------- -------- do ----------- ----------- N ............ --LL- 3050SH 6068SGD 3OtOSH 3 0 5 0 S H SLOPE To 9, -- ------ ----- ------ ------- - - ----- - W N F S 18'3"Xl2'11" 1 1'5"Xl 1'0" 8' CL G. 8' Cl G, A M I—Y 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBER MESH ON 6 MIL VAPOR 17'8"Xl7'6" BARRIER OVER CLEAN, COMPACTED FILL. SEE 9' C G. ARCHITECTURAL DRAWINGS AND Ln SPECIFICATIONS FOR INSECT AND DECAY ------------------------------------------- ---------------------------------------------------- ------------ zf --4" 2'-4 RESISTANCE CONSTRUC"nON PRACTICES. 1 3'-6 18' 3'-10" 2'-7 01 00---------------- ol-------------------- 01- -—-------------------------------- ---- ------ PROCESSES AND TREATMENTS TO MEET lo �o APPLICABLE CODE REQUIREMENTS. CC) Ln 506� B 1 P A SS Ln 3- 8'-4- 1 14 4 ol ............................. .............---------------------- ------------------ 7 _CN r & s ........... H. ............... P.H. TI3 z (-C) w ------------------ z z Ld 2" 2' 6 4'-0" v Q ��' - � B A j-I diiiiii 2 ' 4' -P,- .................................................... ool--- 10 Q0 �0< FL-- 8* CLC 'un 42"/2X6,,KNEE WALL uj I L-] 30 lnc�----- W 16 BARJOP A OVE R & S LLL ------------------------ B TVLf-j ZX6--WALL x co C14 0 Ujiil Ty co wj W� I C, 7 2'-10" 2'--,r C-1 C) 7, 6 4 oo STE-.. UD A LA 0 C�l - L STFEL TUB LD Q 0 0 1 PRE--FA� TUB 11 i 0 R 3: 10 PRE--FAB TUB < R & S 0 a-)� -CO - 0,0 L - - - i 0 "IRE RATED SS E p U r I-Ul R A I P L FOR i L 1 1'5"Xl 1'0" i SELF CLOSINO LA//C-] CI G. WH A/C S1 -7 s C-) T- DOOR E--E S R J C 7�-j [R)A L i Cl'� C-4 S P[11 ANS FOR A'--.[--- Z" RMATION AND Z-E- K � ---------- PROVIDE PROTECTION 0 ----------------------------------------- N 9' C L G. ------------------------------------------------ I i PER F C R -20'01-4- CY) CURB BUIAP*E'R-!7q u R 4' - zi, 4" LLI PARKING ----------- -- ------------------ - -----------------�0 o o > �0 K q --------------------oo < ol z -— -----------------------------------T--------- ---------------- AT71C ACCESS ------ 22"X30" Q0 --------------- MIN R Ac'S _j 2' 2" el 0 N%l - - ---------- cun CI cli --- ------ ------ ------ ---- 18'3"X20'6" DO R & S I CL G cli 0 7, 13'-6 CD 0) E 9' ClG- DININ ' 0 0 0 ",I, ED\ 13,0"Xi 0,0" 0 (D — D � B ' M '.2) 30-50SH 0 1 1'5"Xl 1'0" V) 8' C G. E :5 1 0 ,j 1 6'-6 m 0 v 6' u 12'-1 oo d'--4" 1,3'-4 ol ........... .................... ol I D o J-R 0 T ol ------ -——---------------------— e---------- ------- ------------------------------- ----------- 7Z— H F.3 6'X 7' 0.1-1. GA R A G E D 0 0 R -------------------- ............... 4"X4" P.T. PO S -------- ----------------------------- ----------- 4-j ---------------- 4" CONC ---------- ------------------------------------ -- ----------------------- -- - --------------------------= ,, ----------------- SLAB -C,I < 0 ------- _cN PRE----'FNGR BE-A CO cr, ----—--------------------------- --------------- A 'J NEW v- -0" tp ol ---------------- ...........------------------------------------------------------- ........... copy D z OFFICE — Revised: 9/24/15 JAN 8 2016 ------------------------------------------ .......... ----------------------------- 1/5/16 ARE-A 1760 Q T C� I V- 1 4 A R AG--- 2 (7,0 T -5 -5 9' 9' Z, 4 82 4'---4 5'-6 6 2 ---------------- ----------------- ------------------------ ----------------------- ----------------- --------------------------------- --------------------- ENTRY PORC,71 ----------------------/---------- '-)—"-)-Z S Q T C 9 C)" 1 C)T A L U E P R 0 0 Z zu,-) I 8'---4 ...... ...... I V 4" ..........----------------------- ----------------- - -------------------------- -------------------- ------------.. ......... --------------------- -------- .......... - --- ----------- ---- ----------- ------------------------------ R A r 0 28 S(Q F T 4 8'---8 —------------------ --------- —---------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------- 0 P R A R 0 R C H 0/1� 0 Q I— T ----------------- ......... ....... ........................ -------------- ............ ............-, T- 1 0, 0 R) P L-A !170UNDA-T-1—ON PLUMBVII_--�� 1 760 R T '14 T T STEE UB P�,E A rLIB ------------- 5 FIBERGLASS SHINGLES 12 FIBERGLASS SHINGLES 5 112 FIBERGLASS SHINGLES 9'-1 1/8" PLATE 5 FIBERGLASS 12 SHINGLES q'-1 1/8" PLATE 5 FIBERGLASS SHINGLES 8'-1 1/8" PLATE 8'-1 1/8" PLATE /8" PLATE ------------ ----—--------- ---------------------- --------------------------------- -------------------------- I -------------------------------- ----------------- ------- ---------------------------------- ---------------------- ---------- -- -------------- -- —--------------------------------------------------------------- -------------- ------ --------------------- -------------- ------ --------------------2 —6 --------------------- --- ---------------------------------- ----------- --- ------------ -------------------- ------------ ................... ------------------------------ L]--------- ---------- ------- ------------------ -- ------- Al 4" v 4"� TRIM- TRIM TRIM 4" --------------- ------------ ............ TR IM HARDI T-111 TRIM I F ----------- ......... -------------- - ------------------------ ---------------- ---- ---------- L---------- - --------- --------------------------- ------------ --------- -----------------............---------------------- ------------------ ----- ------ ----------- ---------- -------------------------------- ----------------- ----------------------------------------------..........------------------ ............. ............. ------------------------------------------------- ----- A ILL- 1 ------HARDI LAP-------------------- L---------- -------- ..........I...---------------------L —--------- --------------------- ---------------------- --------- "-4''X4" P.T. POST u WRAP W/ ALUM. E.- F T S D E E IL EV,/\ T� ON Lo Ln 0-) 0 0-) -----------------------------—-------------—---------- 12 5 12 FIBERGLASS SHINGLES - FIBERGLASS SHINGLES 5 F� 91-1 1/8" PLATE 8'-1 1/8" PLATE 1/8" PLATE 8'-1 1/8" PLATE --------------------------------------------------------- --------------------- ------------------------------—------------------------------------------- -------- I-------------------------------------------------- --—------------------------------------- ------------------------------------------- -- ------------------ ----------- ------------------- ——---- ------------------------ H ............ ------ .............. 4 ------------------- j 4" 4" -f--------------- ----------------------- TRIM T IM RIM 4" 4 TRIM CY) (D HARDI T-111 4" 4' 4" �TRIM TRIM� 'RIIA TRIM x i I� HARDI T-111 H -------------- ..................[- (D ........... cf� ----------- -------------------------------------------------------...................-------------------------------------------------------------------------------- --------------------------------------------------- ...............------------------------------- 4-� CD E E L-l" A 0 R 'L-- A R L L E V A T I N L- V I < OFFICE COPY Revised: D 9/24/15 JAN 8 2016 1/5/16 1760 RT IF SIDES ARE FIREBLOCKED ALL VENTS TO BE ON THE FRONT AND kAR ---------- --------------- ---------------- ----------------------------------------------------------------------------------- R C A -------------- I------------i -- — . - -_z T I' I THE LOCA I ONS A IN D A 11 A N 11 E S 0 F 0 T L FE T S S,W T C-1 E S, AND F-IX-I-JRES ON T-I--IS LAN MAY VARY IN HE AC-UAl- HOUSE DUE -11-0 LOCAL Bl,.)Ill--DINC, COD'L---S AN D G MATERIALS. THE I-OCATIO'l OF 911JILDIN( --------------- ----------------------------------------- ................--------------- 1 10 DUELER OU-11-E-T -—------------------------- z v W-ATHFIR---PrOOF OUTLET PAI � O L 1 -T ?20 GFCl I e, S PE- 1 A I PURPOSE OLITI-E-1 ------------- --------- Di 111, IF SOFFIT E TENDS LESS THAN 5' 1 I ---------- T fT Ell-HE'.1 01 1 T IT IF SOFFIT EXTENDS LESS THAN 5' OF PROPERTY LIN FIRE BLOCK L -,:; 1 1 !- AFI OF PROPERTY LINE FIRE BLOCK THIS AREA. SEE E6ETAIL SHEET A F I THIS AREA. SEE bETAIL SHEET S',Vv" H L ---------- W/E Y S',,,'V T ..... ......... ---- 0 W N E B D 2 ---------- ------- F CF!ILI N G, ILI!G�1-1 AFI AFI AR AF! _4 WAII I.- ............ R E C E S S E D !I- G H T EXHAUS! F A N L I- FAN W --------- XI AUS ------ - --------- J, AE I Li, ----------------- Ft L AFI Md WIRE',/EBRACE -()R -----------—------------------- ----------- CEILING' F,L'�N WEE I x— V,------------------- E-L' csc)) IGHH F IF SIDES ARE FIREBLOCKED ALL VENTS TO S IN C L E F I-) 2 BE ON THE FRONT AND kAR --)Ol B 14 1 D B L. F! OOD I l�GFI -69 Ln ��LX'7 G A R A G E DOOR OPENER w SOFFIT BLOCKING IF WITHIN 1 /8 V - 0 ��EA " -.- �i r TElr'FOR T------ I --I I I 1E, Cs G F 1 SMOKE DE L( 11 GFI SIv0KE D 1--1 EC 10 R PAR GFI E TE C T 5 ' OF PROPRTY LINE- (:sc) CARBON DIOXIDE DE Y, D C T 3\ - L i 'AL NjC W, I PANEL BOX ——--------------------------------------- ct LL- 0 3 A1,71 < GFI 010 B 0 PUT ( —B. AEEC ! AFI 7- 1 11 AE/C K L I ===--=1 I- ..../ ------------------------- ------------------------------ E-1 0 7 LL< w 7i A ACCESS IF - - -------------------------------- --- ---- ----- ---- -- ----- AFI ,sc) CE� ------ F 0 Y E P\\\ L- \ 1 (-� ��4f-f -D N N //Z� .................------ ------------ -- ------ ------------------------------------------------.............. ----------------- ------ -------------- -------------------- ------- AFI H77= --Trr-- ----------------------------------------------- LL- B E L/ . 4 G�cl \-E-` Vv p n-, G A R A G F AF cov� —-------------------------------------------------------- 00 E N TR 0) Q) M Q) -------- ---- ------------ 6' ORV ry To) B E r-\ '71- OR ET-) Ecn > - ! X -' JFE (�' A I E� 4-� 0 ALL OUTLETS THAT ARE NOT GFI TO BE AFCl PROTECTED < ------------------ OFFICE COPY J Revised: 9/24/15 1/5/16 JAN 20 ----------- ............... A L\ Y A L IL F- ---------- 07 C(:FT /<//Ij= F ?14 1760 RT GENERAL NOTES: WOOD: CODE: 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. FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, 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: COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE t OCATION,TYPE,AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES,ANCHORS, INS E_RTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE WIND LOADS: ETC.TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. REGULAR INSPECTION AND MANTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED WIND SPEED: 130 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 DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE. 0, WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED =ROM THESE PLANS. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SHALL NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS A.E.1. 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 REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE PSI MIN. AND 2x 10A 6 PSI MODULUS OF ELASTICITY MIN, U.N.C. NOT REQUIRED BY CODE. ALOHA ENmNEERING INC NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTI)N IS COMPLETE. ATTACH 2-PLY LVL WITH (3) ROWS OF.131"0" GUN NAILS 12" O.C. EACH FACE. U.N.O. 770 WAKEMONT DR. PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CU�RENT CODES AND ATTACH 3 AND 4-PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. BUILDING CATEGORY: II ORANGE PARK PRACTICES APPLICABLE AT THAT TIME. INT. PRESSURE COEF: .18/ENCLOSED FLORIDA 32065 FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS BUILDING MEAN ROOF HEIGHT: 15 FT C E RT I F 1 0 AT E 0 F FOUNDATION: OF.131"0" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. A U T H O.R,11Z AT 1 0 N FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF ALLOWABLE-VASD DESIGN VALUES N 0 [336 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSCCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE COMPONENT AND CLADDING WALL OPENING PRESSURES REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SF ALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. INTERIOR EDGE BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM A OPENING SIZE (FTA2) PRESSURE (PSF) PRESSURE(PSF) REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. 0-10 +23,-24 +21,-37 COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. ATTACH ADDITIONAL PLIES WITH .131"x3" GUN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED 20 +21,-23 +19,-35 OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. 50 +20,-22 +18,-32 FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COM:IACTED TO A DENSITY 100 +19,-21 +17,-29 AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY(ASTM-D 1557) FILL SHEATHING: SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR a ER MEANS OF WALL SHEATHING: END ZONE PRESSURES ARE WITHIN 3' OF ALL EXTERIOR PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER D, TE. EXPOSURE 1 APA RATED, SHEATHING OR SI RUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD CORNERS. (OSB). SPAN RATING NOT LESS THAN 24/16,THICKNESS NOT LESS THAN 7/16" U.N.O. OR CONCRETE: OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS GRAVITY LOADS: > MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS AT 4" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. ROOF FLOOR SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 TOP CHORD LIVE: 20 PSF 40 PSF z LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CON FINUOUS 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 INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF REINFORCING OF HOUSE ONLY OF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD BOTTOM CHORD LIVE: 10 PSF 0 PSF SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". SUPPORTS W/.091", .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C.ALL EDGES BOTTOM CHORD DEAD: 5 PSF 5 PSF ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN.THICKNESS OVER MIN 6 MIL. POLYTHYLENE AND 8" O.C. FIELD. BLOCK ALL PANEL EDGES. DECKS : 40 PSF VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER-MESH �EINFORCEMENT WITH ROOF SHEATHING: DEAD LOADS ARE SUPERIMPOSED. A MIN. 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTM-C 116. IN _IEU OR IN EXPOSURE 1 ARA RATED, SHEATHING OR S'RUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD CONJUNCTION WITH FIBER-MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8"AT EDGES AND (OSB). SPAN RATING NOT LESS THAN 24/1'�,THICKNESS NOT LESS THAN 7/16" U.N.O. OR ENDS CONFORMANCE WITH ASTM-A 185 SET CENTERED IN SLAB. OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. ABBREVIATIONS ARCH.-ARCHITECT SIMP.-SIMPSON STRONG TIE SLUMP SHALL BE BETWEEN 4"TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROOM FINISH FOR EXTERIOR SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR CONT.-CONTINUOUS T.O.C.-TOP OF CURB DATE: 11-19-2015 WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAV� CUT CONTROL JOINTS MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK DIA.-DIAMETER T.O.G.-TOP OF GRADE JOB NUMBER:1796 ORIGINATING AT CORNERS AND APPROX. 12'xl2' GRID THROUGHOUT SLAJ�WITHIN 12 HRS OF PANELS AT 12" O.C, E.W.-EACH WAY T.O.S.-TOP OF STEEL SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI�315 DETAILING F.F.E.-FINISHED FLOOR TYP.-TYPICAL STRUCTURAL NOTES FLOOR SHEATHING: ELEVATION U.N.O.-UNLESS NOTE& AND SPECIFICA-HONS MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: EXPOSURE I APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR L.W.-LONG WAY ATH ERWISE • CONCRETE CAST AGAINST EARTH 3" 011, • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24,THICKNESS NOT LESS H # THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS MIN.-MINIMUM -WOOD D ING INTERIOR SLABS, WALL 3/4" REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE O.C.-ON CENTER ORGANP' 0, DRAWING SHEET: 44Y GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" D.C. EDGES AND 6" O.C. FIELD. -PRESSURE T P.T. REATED /0-WITH MASONRY- FASTENERS: SIM.-SIMILAR W.W,F.-� 'r C ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 M SONRY EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH EPDXY f BUILDING CODE. 'SET'OR'AT'ADHESIVE, ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO CENTER 40A �j R OF ANCHOR EDGE DISTANCE WITH MIN, 7" EMBED U.N.O. INSTALL PER MANUFACTURERS WRITTEN 0, el�; 400 CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARI qG CONCRETE MASONRY INSTALLATION PROCEDURES. UNITS,TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSION STRENGTH OF 2000 PSI DRANVING INDE F'm=1500 PSI. S1--STRUCTURAL OTES DO NOT INSTALL THREADED RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY # jolliff/ FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. NS4 AND SPEC1171CATIC 6L N S2---FOU # -PAUL MORTAR SHALL CONFORM TO ASTM C270 TYPE S INDATION/\VA L e4 S2.1-13,00F PLAN USE COMMON WIRE NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 )AY COMPRESSIVE S3.1,S3.2-DETAILS WITHOUT SPLITTING WOOD. STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMP qg)? BETWEEN 8"AND 11". METAL FRAMING ANCHORS: qv co k4V- PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY N, 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 AND VERTICAL FACE CELLS AND WEBS. CT WITH CORROSIVE SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTA STATE OF MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX' COATED, HOT-DIPPED 41F Digitally signed by HORIZONTAL JOINT 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 Charles DiGiacomo C iG ........... DN:cn=Charles D iacom 48" O.C., FILL ALL REINF. CELLS WITH GROUT, COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT(ACZA ETC.) 'V , 1V A L BRICK VENEER SHALL BE INSTALLED WITH MIN I"AIRSPACE AND MIN. 9 C ,WIRE TIES OR 22 U.S. REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. DiGiaco m 0 Date:2015.11.19 07:51:44 STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS -05,00, 11-19-2015 GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCA D ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS C.PAUL DIGIACOMO AT 32" O.C. I WITH ZINC-PLATED CONNECTORS. I FL PE#59660 PLAN NOTES FOUNDATION/WALL PLAN DATUM TOP OF SLAB ELEVATIONS W-O". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR- FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C. U.N.O.: /7j' FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT. U4 NOM. POST W/SIMPSON ABU44 A16 W/5/8- ANCHOR EPDXY SET 7- DEPTH FOR "BRITTLE FINISH" L/240 DEFLECTION CRITERIA TO 24"x24"xl2" DEPTH FTG. OPTIONAL: W/(2)#4 E.W. -6 2x4 SPF-OR- SP #2 UP TO NOM S' WALL HEIGHT. A. E.1. COVERED PORCH 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT @ 12" O.C. 2x6 SPF-OR- SP STUD UP TO NOM 9' WALL HEIGHT. ALOHA ENSINEERING INC (2)2x4 (2)2x6 (2)2x6 770 WAKEMONT DR. (lJIK) UJIK) (2)2.10,t-h L (IRK) t FOR "STUCCO FINISH" L/360 DEFLECTION CRITERIA ORAN13E PARK 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. FLORIDA 32065 --DOUBLE 2x4 STUDS WITHIN 4 FEET OF ALL 0 E R T I F I CATE 0 F op EXTERIOR CORNERS. A U T H 311Z A T 1 0 N 2x6 SPF-OR- SP STUD UP TO NOM 9' WALL HEIGHT. N 0. 036 EXTERIOR WALLS MAY REQUIRE ADDITIONAL ROD ANCHOR AT SILL PLATES CONSISTING OF 3/8" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF(2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES, WITH EITHER A FULL HEIGHT ANCHOR OR SILL ANCHOR AT 36" O.C.. rC-3'\ INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. 0 Z HEADERS NOT INDICATED UNDER 6' CLEAR SPAN PER HEADER SCHEDULE Bl/S3.2 U.N.O. 1 1/2" MIN BEARING NOTIFY rCd_� ENGINEER IMMEDIATLY FOR HEADERS EXCEEDING&THAT DO NOT HAVE A MARK INDICATED ON PLANS. > (2)2x4 ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET (IJIK) THREADED ROD 6" DEPTH AND 26-10d TO STUDS. ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. 46 COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND DATE: 11-1�-2015 TYPICAL CONSTRUCTION CONDITIONS OCCURRING JOB NUMBLK:1796 r13 THROUGHOUT THE WORK. FOUNDATIOTWWALL PLAN 9--INDICATES 3/8" MIN DIA. THREADED ROD LOCATIONS SHIFT-A MAXIMUM OF 4" WHERE REQUIRED. U.N.O. DRAWING SHEET, 4' 1,10- 2)2xlO I — 2J2K) S2 L———————--————- 5'-ioj' __j I (2)l 3/4-xll 1/2-LVL w/3RICK OPTION (2)2x4 (2)2xl2 OTHERS 13 (ljlK) PER DETAIL C1/33.1 (2J2K) U4 NOM. POST WISIMPSON ABU" VAU W/5/8-ANCHOR EPDXY SET 7- DE-TH TO 24"x24"xl2" DEPTH FTG. P W/(2)#4 E.W. -61 '-2j' o.. O'� la'-11- 13'-4" 4'-4- 2'-1' STATE OF OFFICE COPY ///;/tOlVAL /1011111110\ 11-19-2015 C.PALIL DIGJACOMO FL PE#59660 FOUNDATION/WALL PLAN PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR- FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16"O.C� U�N.O.: 7j"\ FOR"FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 13 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF-OR- SP #2 UP TO NOM 9'WALL HEIGHT. W/54x4 NOM. POST W/SIMPSON ABUL Fj /8' ANCHOR EPDXY SET 7- DEPTH FOR "BRITTLE FINISH" L/240 DEFLECTION CRITERIA TO 24"x24"xl2" DEPTH FTG. OPTIONAL: 2x4 SPF-OR- SP #2 UP TO NOM 8' WALL HEIGHT. W/(2)#4 E.W. A. E.1. COVERED PORCH 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT @ 12" D.C. ALOHA ENE31NEERING INC 2x6 SPF-OR- SP STUD UP TO NOM 9' WALL HEIGHT. (2)2xG (2')2x6 (2)2x4 770 WAKEMONT DR. (IRK) 4j"(2)2xlO J__i...... ljlK) (lJIK) " U360 DEFLECTION CRITERIA ORANGE PARK _C FOR"STUCCO FINISH 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. FLORIDA 32065 r --DOUBLE 2x4 STUDS WITHIN 4 FEET OF ALL CERTIFI CATE OF EXTERIOR CORNERS. A U T H 0 R I Z A T 1 0 N 2x6 SPF-OR- SP STUD UP TO NOM 9' WALL HEIGHT. N 0. 31 036 EXTERIOR WALLS MAY REQUIRE ADDITIONAL ROD ANCHOR AT SILL PLATES CONSISTING OF 3/8" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF(2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES. WITH EITHER A FULL HEIGHT ANCHOR OR SILL ANCHOR AT 36"O.C.. INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS, o 'Z HEADERS NOT INDICATED UNDER 6'CLEAR SPAN PER HEADER 0 SCHEDULE Bl/S3.2 U.N.O. 1 1/2" MIN BEARING NOTIFY C3 ENGINEER IMMEDIATLY FOR HEADERS EXCEEDING 6'THAT > c� 7— DO NOT HAVE A MARK INDICATED ON PLANS. ,L3y. 7— CC () U'� ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET (2)2x4 (Iii THREADED ROD 6" DEPTH AND 26-10d TO STUDS. K) ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. 46' 0 COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE I j_C2 INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND DATE: 11-19-2015 \,S3y- TYPICAL CONSTRUCTION CONDITIONS OCCURRING JOB NUMBER:1796 THROUGHOUT THE WORK. S3. FOUNDATION/WALL PLAN 9-- INDICATES 3/8" MIN DIA.THREADED ROD LOCATIONS SHIFT A MAXIMUM OF 4" WHERE REQUIRED. U.N.O. DRAWING SHEET; 1'10' 4- 1212xIO Cl (2J2K) Si--2A C3 17 S3� 4' 8-1 5'-Ici" L———————————— (2)2x4 (2)l 3/4-xll 1/2-LVL w/BRICK OPTION 2' 0" L (2)2xl2 OTHERS PER DETAIL Cl/33.1 gi (2J2K) 4x4 NOM. POST W/SIMPSON ABU44 VAUL W/5/8-ANCHOR EPDXY SET 7- DEPTH TO 24"x24"xl2"DEPTH FTG. W/(2)#4 E.W. 13'-4" Aq STATE OF GARAGE RIGHT OPTION 41 -"'1,0 R I'D OFFICE COPT 11-19-2015 C.PAUL DIGIACOM0 FL PE 459660 ROOF PLAN PLAN NOTES 1/8.,=11-0.. 1 UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS BEARING ELEVATION=8' 1 1/8"ABOVE DATUM ELEVATION 0'-0"T.O.S. ........ m TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" D.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMPSON H8 ANCHOR U.N.O. ............ (2) 2x8 BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE C) 0 C> CONSTRUCTION BRACING PER BCSI AS PERMENANT WHERE POSSIBLE. 0 ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE A.E.1. ciol ciol 60- MAX. ANGLE AND(4).13lx3" NAILS EACH END, SPACED 10'APART vo ALOHA ENGINEERING INC 4 '. O�� MAX. T24 770 WAKEMONT DR. rC3') (2) 2x8 --- T25 ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 ORANGE PARK w OPTIONAL: -OR-SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" FLORIDA 32065 c� 0 COVERED PORCH 0 0 C, AND SET BELOW TOP PLATES ON (2)2x STUD. C E R T I F 1 0 AT E 0 F A U T H 0 FZ I Z A T 1 0 N SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF N 0. 31036 c 01 D I iol EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF :;J02 J02 SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT&CLADDING WALL _J03 :;J03 OPENING DESIGN PRESSURES PER SHEET S1. uo '1�1 q co 't In co t- co co BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"THREADED �l c) cl c� C> C�l 0 0 �2 ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE-OR-SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. c� 7— FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTUAL DRAWINGS. < > SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS EJ01(16) PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION EJ01(16) CONDITIONS OCCURING THROUGHOUT THE WORK. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL TIE DOWN AND BUILT Up COLUMN WITH NUMBER OF LAJ__STUDS DIRECTLY UNDER REACTION WHERE API L—ABLE AS INDICATED BELOW. SCAB TRUSS PER TRUSS ENGINEERING WHERE REQUIRED. I DATE: 11-19-2015 (2) STUD MINIMUM. SIMP LGT2 L____jLLB NUMBFP,:1796�1 t 11 1 ROOF PLAN (3) STUD MINIMUM. SIMPSON LGT2 F2 kumir TRUSS BEARING BLOCKS) INDICATES 3/8" MIN DIA.THREADED ROD LOCATIONS DRAWfNG SHEET; SHIFT A MAXIMUM OF 4"WHERE REQUIRED. =J02 =75 2 T23 Sf,102 S-2.1 A T, T eWE T18 1 1111 It T20 T22 3 1 T T17 /C3\ IfJ9 H T21 '�Y 'J�l iol (2) W cj�' ?ALI i iol w ui (2) 2x8 C, 0 STATE OF ..........lop 10 OFFI""E COPY /////111VAL 11111110 11-19-2015 C.PAUL DIGIACOMO FL PE#59660 ROOF PLAN PLAN NOTES UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS BEARING ELEVATION=8' 1 1/8"ABOVE DATUM ELEVATION 0'-0"T.O.S. TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD (2) 2x8 TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES HS ANCHOR U.N.O. ciol ONSTRUCTION BRACING PER BCSI AS PERMENANT WHERE POSSIBLE. FO 1 A17ACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS (2) 2x& T24 DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE A.E.1. (2) 2xB cs 60- MAX.ANGLE AND (4).13lx3" NAILS EACH END, SPACED 10'APART T25 ALOHA ENGINEERING INr OPTI : t. MAX. COVVEIRMEDIPAOLRCH CD C) 0 u 0 770 WA EMONT DR. T .1, - I.. - ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 ORANGE PARK -OR-SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3'. J0 FLORIDA 32065 cio Jol AND SET BELOW TOP PLATES ON (2)2x STUD. C E RT I F I C AT E 0 F Ni A U T H 0 R I Z A T 1 0 N cil �90 SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF N 0. 31036 A�' EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA C,102� cjo�l SHEET Sl. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER Z: �2 c- .0 co It co C14 C) 0 C) C, C) 0 MANUFACTURER AND MEETING COMPONENT&CLADDING WALL OPENING DESIGN PRESSURES-PER SHEET S1. uo BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"THREADED C) ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE-OR-SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS KC-3"\ AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. �3 FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTUAL DRAWINGS. EJ01(16) SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. L DESIGNATES HIGH CONCENTRATED LOAD. INSTALL TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. SCAB TRUSS PER TRUSS /—C3-'N ENGINEERING WHERE REQUIRED. DATF-- 11-1�-2015 F111 (2) STUD MINIMUM. SIMP LGT2 JOB NUMBFR:1796 rm (3) STUD MINIMUM. SIMPSON LGT2 KOOF PLAN (OMIT TRUSS BEARING BLOCKS) INDICATES 3/8" MIN DIA.THREADED ROD LOCATIONS EJO T23 HE 2 EJO UIRED. T22 T20 T18 EJ02 T S-2. T21 T T19 C3 T17 3. /x Cjo" cio cio cioi 2) 2x8 c C3 S3. uj T(2) W UL p 4 0 STATE OF GAP,AGE RIGHT OPTION to OFFICE COPY 111111W 11-19-2015 C.PAUL DIGIACOMO FL PE#59660 CUT EVERY OTHER WIRE W.W.F. IF USED 54 W.W.F. IF USED jINT l/4,",x',1', IF 02 SAW CUT JOINT 1/4"xl" W.W.F 1#4 VERT. W/FTG I—AT 1#4 VERT. W/FTG Lj PLACE 1#4 VERT. DWLS. TO MATCH CELL S To 4 FZE rDPWIIS. To MATCH IN ALL F.F.E x IN ALL END CELLS CLOSEST TO TEE CO, C1 CORNER CELLS OR IN 4 CLO�EST , — 11 : q—x—x INTERSECTION. CLOSEST C LL ADJACENT x 2r x TO U C, TO ALL CORNERS. 4. LI I W1 I 11,=7''.I 1 111, L END OF WALL---i Ir VAPOR RETARDER VAPOR RETARDER Al TYPICAL MASONRY REINF. AT DISCONTINUITIES A2 7::� TYPICAL CONTROL JOINT A3 A. E.1. 1/211 V -TYPICAL SLAB ON GRADE RECESS ALOHA ENsINEERING INC 3/4" V DIA. A36-STEEL�ALL 3/4" THREADED ROD EPDXY SET 770 WAKEMONT DR. 243't EXTEND TO TOP OF 2V) ORANGE PARK SHEATHING PER TOP PLATE. (U.N.O.) SHEATHING PER A36 STEEL ALL FLORIDA 32065 SHEET 31 i24 SHEET S1 I,_-----THREADED ROD EPDXY SET 0 E R T I IF 1 0 AT E 0 F EXTEND TO TOP OF A U T H 0 R I Z A T 1 0 N OPTIONAL BRICK VENEER T. SILL PLATE W/ANCHOR TOP PLATE. (U.N.O.) N 0. 3 1 0:3 6 W/TIES @ 16" O.C. PER SHEET S2 OPTIONAL BRICK VENEER W/TIES @ 16" O.C. #4 CONT. P.T. SILL PLATE W/ANCHOR 14 PER SHEET S2 #4 VERT. @ 48" O.C. 8" SOLID GROUT BELOW GRADE SOLID GROUT BELOW GRADE 0 0 #4 CONT. 1 #4 CONT. 0 4 4� 8" IN. 4 . ...... 8" IN. 4 4' AT BRICK OPTION: w L4x4x3/8 L.L.V. STEEL ANGLE ATTACH 4 w TO BEAM WITH 1/2- THRU BOLTS 161, . .4 O.C. 1;- 8" NOM CMU GROUTED (2) SIMPSON LSTA18 EACH END TO VARIES E�j 1 8- NOM CRU GROUTED -2- DOUBLE TOP PLATE. 4-COURSES MMAX. SOLID W/1 #4 VERTICAL VARIES SOLED W/I #4 VERTICAL > me z OPTION-CONTINUE DWL AT 48" O.C. -i 14-COURSES MAX. 11 DWL AT 48" O,C. _j --z < < TOP PLATES OVER HEADER. 12" T,O.G. TO a 12" MIN� HEADER PER PLAN T,O.G. TO B.0,F. 8 C) 4 U5 Ell Ell (2)SIMPSON LSTA18 EI 1 4 (2)KING 2x STUDS ATTACH TC 10" loll ADJACENT STUD WITH .131X3" NAILS STAGGER SPACED 6" ON CENTER (2) #4 (2) #4 -or _#3 OR CHAIRS 48" 20" #3 OR CHAIRS 0 48" 1N;_L_1_1' EACH PLY. (2) #5 CONT. W/ (2) #5 CONT. 20" 25- 0 BRICK MIN LAP, B D CENTER ON CMU 25- MIN LAP, B W/O BRICK (2)JACK 2x STUDS ATTACH TO AROUND CORNE AROUND CORNER CENTER ON CMU ADJACENT STUD WITH .13lx3" NAMS STAGGER SPACED 6" ON CENTER OP IQN TYPICAL STEMWAI L EIG WICURB n17)-rTr'%hI -F, DATE: 11-19-2015 EACH PLY. /---A NG JOB NUMBEK:1796 SHEATHING PER A36 STEEL ALL WALL SHEATHING PER SHEET 31 A36 STEEL ALL SHEET Sl THREADED ROD EXTEND TO SHEATHING PER SHEET Si iv THREADED ROD EXTEND TO DETAILS TOP OF TOP PLATE. (U.N.O.) I TOP OF TOP PLATE. (U.N.O.) OPTIONAL BRICK VENEER W/TIES @ 16" O.C. OPTIONAL BRICK VENEER ATE W/ANCHOR W/TIES @ 16- O.C. P.T. SILL PLATE W/ANCHOR DRAWING SHEET: P.T. SILL PL SOLID GROUT BELOW GRADE PER SHEET S2 SOLID GROUT PER SHEET S2 1 #4 CONT. BELOW GRADE #4 VERT. 0 48" O.C. _FFE DATE. 11-19 2015 JO U'M P. BN B F_ 1796 F F.E. 11�TO.AC, 8" MEN. 16" MAX S-3.1 F.F.E. T T.O.G. F.F.E 4 ' 4 8" MIN. M X 411 F.F.E. 4 4 . 4 —111— " MIN. 12 4 =1 111 - - 4 '7 T.O.G. B.O.F. —11 V 12 MIN. T.O.G� T F F #3 OR CHAIRS @ 48" 4 4 4 4 60 4 6"xl2" EXTENSION 4 4 #3 OR CHAIRS @ 48- (2) #5 -OR- (2) #4 .4 W/(l) #4 CONT. CONT. 25" MIN LAP 0 BRICK LOCATIONS ONLY BEND AROUND CORkERS C* Z:7 6"xl2" EXTENSIO (2) #5 -OR- (2) #4 STATE OF W/(l)#4 CONT. CONT. 25" MIN LAP, @ BRICK LOCATIONS BEND AROUND CORNERS L-1 12" 12" OFMCE COF% ci zo IVA L C2 11-19-2015 TYPICAL MONOLITHIC FTG W/CURB C3 TYPICAL MONOLITHIC FOOTING 3/4" V — 3/4.�=V — C.PAUL DIGIACOMO 3/4" FL PE#59660 SEE ARCH. FOR EAD SOLID GROUT AND RISER DIMEN7 6" 4 -Tx—x- 4 #4 DOWELS —4 BRICK LINTEL d I FE1 I 1= 4 SCHEDULE #4@12- E.W. X 4 1 - I I r - /, X NOTE: IRMIS ARE NOT 4 LOCATED ON PI". PROVIDE �j LINTELS AT ALL OPENINGS 1 -7 x 1 #4 CONT. IN WAILS PER THIS SCHEDULE. #4 CONT. IE� 12" MAX.= .5� F4-COURSES MAX.=l 8" NOM CMU GROUTED SOLID L3"x4"x3/8"LLV W/I #5 VERTICAL AT 48" O.C. Ll L A.E. 1 . _T x FOR BRICK LINTEL R 12" MIN. x X= C (MAYL OPENING A, I V-FII Al TYPICAL CONCR==TE STAIR T.O.G. TOB.O.F. x I — WMTH=4') ALOHA F-Nr.INEERING INC 112" 1' A. A�9— 4 (2) #4 CONT. 25" MIN LAP, BEND AROUND LO X3 x3/8" LLV 4 CORNERS L2 770 WAKEMONT DR. FOR BRICK 12ML MINIMUM BEARING WALL AND HEADER 4 (HAM OPENING ORANOE PARK wum=8.) FLORIDA 32065 STUD REQUIREMENTS(u.N...) Q E RT I F PIC AT El 0 F 31 JZ AT 0 N A U T H 0 L3 OR CHAIRS 0 48" N 0. 036 HEADER I l I 1=1 I I SPAN (FT.) 0'-6 6+'-8' 81-12' 121-18' 16" A3 SUPPORTING STUDS 1 2 2 2 W/ BRICK 3/4" V END OF HEADER W/O BRICK 7,j -1 W.� FULL LENGTH 2 2 3 3 CENTER ON CMU STUDS FULL LENGTH OPTIONAL TYPICAL CMU EDGE STUDS 2 2 3 4 PREFAB WD. TRUSS PER MANUF. GP=TM THM 10' UNMIPPORM WAIL COORDINATE WITH DETAIL C3/S4.1 Q0 2x4 CONT. BLOCK NAIL HEADER SCHEDULE F.F.E NAIL BOT. CHORD OF TRUSS X�3 AND TO TOP PLATE W/.13lx3" U.N.O. 4 NAILS STAGGER SPACED 4" O.C. 7- (A 2) 2x4 SYP #2 TOP PLATE. MARK SIZE TYPE MAX 11 4 CLE AR SPAN A E. LAP 48" W/NAILS 6" O.C. MIN. ul (2) 2x6 LUMBER, NO. 2 NO STRAPS -VAPOR RETARDER TUDS AT 16- O.C. W/7/16" B2 SO. PINE 3' APA RATED SHEATHING U.N.O. < B3 (2) 2X8 LUMBER, NO, 2 NO STRAPS (1) #4 CONT. 25" MIN LAP SO. PINE 61 ?EQD. BEND AROUND CORNERS FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH. B2 TYPICAL EDGE B3 DATE: tt-19-2015 BI 3/4"=1- 3/4" V JOB NUMBEP,:1796 r)ETAILS APA RATED WALL APA RATED WALL DRAWING SHEET: SHEATHING PER SHEATHING REDUC7E SIMPSON H8 ANCHOR SHEET Sl EDGE NAILING TO 4" O.C. U.N.O. PER P.T. SILL PLATE ANCHOZ PER P.T. SILL PLATE W/l/2- MIN DIA. SHEET S2 PUN ANCHOR EPDXY SET 7" DEPTH AT -3- 32" O.C. PRE-FAB WOOD TRUSS PER S 117� i-1 I.F.E MANUFACTURER. F*E FEE :IER PLAN X--.4x—x—x—x—x 4 <X4 TOE NAIL TRUSS TO TOP PLATE -x — x---ff—x —X—X—X—x 4- 4 .4 —,x. W/(3) 12d NAILS. 2x4 CONT. FASCIA BOARD. �4 '4 (2) 2x SYP #2 TOP PLATE. 16d NAILS 11111111 0, vto" 8" MIN. SHEATHING ATTACH PER 6" O.C. LAP SPLICES 48". l'-0'. MIN. -4 .4 4 yzF11111: SHEET SI. APA RATED OSB AT BRICK, STUCCO AND MIN LAP, I Ml I IEEI I IE BEND AROUND CORNERS "�A36 STEEL ALL THREADED 60 (2) #4 CONT, 25 VINYL LOCATIONS. 2x STUDS AT 16" O.C. (2) #4 CONT. 25" MIN LAP, BEND AROUND CORNER' #3 OR ROD CHAIRS U.N.0- ROD CONT. W/3x3xl/8" 0 48" O.C. PLATE, WASHER & GRADE #3 OR ROD CHAIRS 2 HEX NUT (U.N.O.) z: 0 48" O.C. STATE OF OFFICo"E (w;*0PY ///;/-'ONAL 11-19-2015 cl TYPICAL STEPDOWN C2 TYPICAL INTERIOR BEARING SHEARWALL C3 TYPICAL TRUSS BEARING C,PAUL DIGIAC011"O 3/4':=V 3/4"=V 3/4" 1' FL PE#59660 Lo 0) Ln C4 N — ROAD r, 0 SARGO 0 C, ROAD- -10 0 (n --i m PA\IF[) PUBUC OF WAY 6 1-- 0 ro o' RIGHT >: Ln 11 2E Li Z z 0-- +00.� .. 0 Z: + , -0 w V) m < r� LLJ w cf) :�E r, Lj Ld m LLJ Lu W W LiJ z CONCRETE CURB �09 :7c Li 11 0> w w Z-1 LLJ (L (-1) D GUT-TER < OZ <0 :x CL 0 < ::) A (D Lj Ld oz, c/) < [)�:ckf .7 <: —fo-14E V) x << 0 >- z -q 7-Lj Ljj LLJ < D Lli ckf Of (n > o CL ,,% Lo IL Lj 061 << 247.27' 0 der C141 M L) ER PLAT LLI V) 0 Lij F 0�-Z 0 >- __j C3 cf) 0 jjF RICTION -UNEP C) C) C', 0 Ld f :3 < > ��oy� i p 5, ORCH r<. ' q > > 5: M < BUILDI G El� Z t. < -j < <Ld :D 0 < CD > a- V) < 0 0 0 z n - � [-::E 0 (F Z 0 C/) 0 E PER PLAT 1B.9' cf) > ILL. 0 0 m TRICTION L, 4.3 < < ING RES t4-�) 0 u- LL- >- 0 0 c/) of u- Ld 0 0 0 < Z) 0 1-- w (f) m 0 0 -q t4) � Z (Y-' 6 I-- Lu W 0 co UJ 0 < r -0 ry r- 1 �21 1�1 140 Ld 04 a- cn Lj z Z 0 [If 0 CE) 0 M oo 0 < n L0 co < -lid 0 2 -1 L) < < 16V < 17- z LLJ Lij fy n LLj 4117' < LL 0 n, 0 LJ --J r".", er < 0� M 55E pRopoSED TFbffo,4 C - L� --o 0 - 00 PATIO _0 0 < Lo 0 __j Li -:hi -J (-) 0 (N r-) 1 1 LLJ U) LLJ o :E < < 0 3�: < ry -F 0 CD En F-- 0 z LLJ > 0 < V)LLJ < cn D LL- (n 0 < -i LLJ U11LITy EASEMENT L�1--0>- N 0 LJ D < (f) LLJ Ld 0 0 0 a--i LLJ GE 0 ow� (c) �Y p a- O ,zz < m lo' DRAINA A"') 70 < 0 Ld z 0 f)f LLJ > Z w < < 0 -D F- cjoe LLI < 0 [lD _j LLJ < 0 Li F-<Fz< Ld LO 0 cf) LLJ 0 (30 - -i-, 11 1 <>c) 3: =- <ft: 0 - 0 '8,i'o LLI ,(��:) -J 80.6!� < >LLJ z 0 < n 0 LL, 7- - - )N .f L'i 9-: LiJ . LLj-J LL, :D LLI C14 0 u') 0 —N - NO 16 02 CL 7- 0 _j LLJ 0 C-) r- LLJ 0 LL LLJ Lj FD<Z F- V) (o > LLJ X 0 LLJ LLJ 2)< Lr) LLJZ owo LL I CL cf)Z = -- -j < Z��% =0 LL- F 0 -(f) :D F- V) cn ZoLLJ m < [If < M: Z IL C) cr< LLJ LLj LLJ -2E 0 < LL. LL. < 0 < (f) —LLJ 0 C,�LLJ LLj Ckf CD (D 0 0 -1 _j Ld 0 000 >[If < C) 0 F-LLJ X Lc) _j(f)0- a_ v)0 LLJ z 0 < 0 < < D Of r73 �- C):�z>- - ct� �� co LLJ 0 C' (LI Li LLJ LLJ Q� <z < 0 LLJ 000 0-U) (if< 03 a) C:� LLJ < > n LLI Z ::D C\l D Of m < :E 0 < mo C) Z-z v)n-=< C) 0 <D J�D S�2�� I -1 0- 0 V) 12 V) (31 cFn: LL Z< co 0 C'� -Of 0 N Z Lij z c\j 5�c)< OLJzo < F-- 0 M LLJ D LL,�j N LLI Ld m LLJ z LJ 0 0 w �--I-M L� Ld X CQ >- m 0 LLI <E LLI Nc I 0 ,::) LLJ <U) 0 N 0 < > 0 Q 4 Lci X 0 LLJ C) C\4 > z CN m N� (.6 r� <C6 Ll- Of 2� F--LLI LLI w < w Li :D D :r 0� -j 0 m Z, 0 0 C) z C-) a to ':z' 0) Lo C-4 C-4 Z� OAD 0 (D ARGO R 0 00 LL- PI) U) s ROAD. 0 -1 m r-5 pp,\/ED PUBLIC . -i c\j 0 OF WAY 0 o' 60� P\l En LLI Z z + 3 z Ld U) m LLJ U) m LLI LLJ Lj LL1 0- z LLI LLJ LLJ LLI CURB LLJ - Z; CRETE ys)�' �2:;z Li 11 0 Li CON m L,LL <Z� 06 0 z TTER <0 3: �GU < D AND M 0(L 0 Lj LLJ m O:z. U) Lo << F- EF ui 00. MWO�< D D 0 U)a- cy 0 r— E cf)V) LL- 0 0- < N LU F,- 0 < 0 110- S()Tl ja -0 r-04 < __j X:>- < 'S 0�g to 0 Lo co �O N F 1E-&-0 C3 .0 ul 0 << :� - Uj L�J < om >'j z > At << N cd C) E cr 'o PL4 0 LLJ k, 7- p ED L114E 9E - �--7) LLJ -i m ui Z W- 14% > C14 �PED i/--)0 > 5; 3 W < -9PPORICH --- > �IRICIION -i < G RE < < 20, BUILN < < 0� 0 < > 0 J) z 2 0 F . - - - 0 A \ --p Z 0 of -j n 0 4tL (.-) 0 LL. 0 _R PLPl c-) 0-1 (f) , Llt, pF yc`� I LL 4.3' %q a LL. L' 19 1 IS < LL- 25 ItAG M) > 0 0 Cf) U LL] U) 0 0 LL. 0 0 LLI CD F (o 0 LL. < Q:� D 0 m cf) (-) I I,- 00- 0 0 -7 C(- �2 00 L'i Ej 0 1 LLJ 0 �o 0') (D e -j CL < ry 0 Uj C-4 > is ' a- y C) LLI (J) LLI -j- Z LA 0 < 0 c r-, U) M -- LLI 0 cl� M C-4 lyj k CL- V4. V) 00 0 M < 00 C" k -4� n V- C\j F- 0 < < < 16V Z LLI (,) L.LJ F- 48.7' 0 L'J I-- U) < L, 0 < = LL. rK 00 - — - — — - — — - ——- — jAE eF m "V'05 D PROVOSED,, 0 -1 LLJ 2 PA 19,/ 1- , 'q < o -J C) C) C-) 03 LLJ LI)LLJ F- Ld C-4 L'j C" 2C: Ld LLJ Z C\j c\j lf 0>- M m 3�: < 0 a-_j 0 0 ry '-LS Z C)ckf 'c'o [if F- 0 F- 03 < 00 F- Li F-LLJ(If ILL-J L'J < U) LLJ Ld §0:�a_ V) z I<- o m D < 0 (Y 0 DRAINAGE A14 <LLJ LLJ < .px U) < < 0 w W < < < >Z Ld < 0 2 ():�<Z 0 Z Q -i M =) 3: GO z 2� a- 0 L'J <Of 0< 0 0 0 0 < Lo 0 N 6102 M 0 ;-:l 0 Lf) 0 ry L� -Z N07 LLJ LL- Lij-j --LL, L)U) F-In Gi- < LLI -'x 0 LLJ LLJ <LWIS filtu- om 0 U) -j < IL LLj LL. < <:2 z U�Lj L'J < 050 0 :z Ld 0> m 0 :2 0 ---11 0 - Z75)-J 0 0 Ld LLI 0� < - Oo ( < 0-ry-> > �- 0 < z 0 LLJ LLJ < Of M(r) 11 to 0< 0 W< > < LL- LL. < C) F-:<0 Lu (f) LLJ 0 (D 0 <� -i < C CL Ln o < 0 Z:I—==-:�� CN LLJ cl F- Ld Lli C)-J N D� LLJ < (A Ln Ln o 1<1:� -0 LOL�j,ft� r- > =X LLj LLI LLI (o LLI tz m u < a-LLJ P 0 _j w LLJ rr M >- m 0- < z m 0 0 <w 0 LLJ c\j 3:<4 Lw) lk� F- w 0 < 0- Q Li LLJ _j < Lli 0 M < >0 U) Li 0 ::E > z F-- Lu w w Ld 0 C) i-- Ll- C) m 0 z =j 0) C-4 r- o 0 RoAD n " N 0 co ro S G 0 co U) 0 ROAD. -10 3: m PAVED PUBL'G K ci -i CN 0 OF WAY x 0 , R 0 60 IGHT Z z LLJ + U) m z LLJ V) w LLJ < uJ m (L z LLJ bi LLI ...j Lj LLI F-.-> LLI CRETE CURB ;z Ld 11 LLJ (L U5 CON Z-J < D <0 GU IT 0 z -F 2 0 IL 0 j LLJ m <cr 0-1 10 =m LOLI�, (.) 0 > << ui Z�-R<P- D Ld W 0 < rz m(f)IL cy cy 0 0 <) rL, a: 0 a- U) 0 < LLJ 0� 0 0 0 C14 rK J . 0 Lr)r- 0 < c� 0 C14 < U) M>- LLJ u') 7-=,L 4A) C4 0 00 < I, — uj 0 Zog "PE 6 V) Rt 0 3: — V— st 7- << 0 ZONE Z Lj Lj LLI C) 0-1 < z V) > < 0 0. << Of 04 247.27' a 'N � 11-1� w D �5 PLAT ob z cd D M LLI 00 ch LLI ci IL-- PROPOS C40 Q�14 LLJ --i :D 0 In 0 RESIRI�M- M:3 (n < C14 0 0 25 ui 2 > 5; > F- -- \11 - -Y� ir 0 ORCH > O:f Tot4 D cn >- ON t < -m y Z C) cif EL :D 0 C) C/) C) 0 >- LL. 0 PLP,'f- < V) a LL. V) = I 13-S 4-S -i (J5 -QO L114E PI < - LL- 2.5_gLLII-DjNG..5�S�'C to >- 0 �J,:3 a) C.) 0 U) < LiJ (f) 0 0) 0 D w u- -c) U3 11 m LL- < 0:� D 0 V) (-) 00- 0 C) -Z cr 6 V) w -t Muj 00 UJ 0 LLJ 0 -0 0 < of 6 9 -j N u- TA z 0- Z o LLJ 0 0 CD < (n M 0- 0- 00 t-i C14 y (.9 0 Ir- < M Lo cy-I 00 Q n CL- < F-- V) < 3 16V Z LiJ (_) LLJ < -,401 !?�.-j — = I-- 17- C-4 0. 48.7' (n 0 6) LLJ < LL- LLJ 0 0. -J rr co 4 - 0 13-01F F-A 0 pRO OSED 0 0 LLI M PA-nO Z: 0 < Lq u 3 C) 0 c� -- -J Lo LLJ LJ Z C,4 —7111 N cn -i 3:0 .M < < < cI4 0 r (D tJ > of r,� ry = --- LL- 2 C) - (N 0 LLJ < Cf) LLJ LLI 00 xcFMENT V) 0 m -i LLJ 11 U-fjLj-Ty E 0 0--j LLJ F-- 0 < Z 0 f3f Z: < - D 0 ry 0 10- DRAMAGE z a_ Z Ld z 0 Z Lj Of Ld > < < -D 0 0 Zoa�Q-�- �, LLJ < F V) _j < 00 0 LIJ F-<pz<LLJ Li LIJ 0 r--, z- M U) <> 0 - < 0 < >Ld 0 < a- LIJ 80.6 Ld�-< uj CN C) --J cn Ld_j to NO L'i r, b- 0 �o -J w LL- 0 7016 a.7- wzw O<zm: c) (D 0 > -c-4 0 - m ry - Li- L,3: z n LLJ x 0 Lij LLJ D < zowo-oz 0 = - -j <L, Lc) z Y M LL- 0 0 7- ii N _j Zo < n a- LLI L/) 2 -S z c) LO 0 L/)z 0 m 0 LLJ c)-J LLJ (-) 0 <0 Z X[If X W 00 V) :2 < Lj -i i:=< LL,a_LLJ M Z: z 0 0 z000 m < LL. LL- a_ < Lj LL m 0 < U) Lij 0 (D 0 v- 4(:)LLJ L'i af _j LLJ 0 �-Lj 0 F-�- a,-> I-- < C) a_ Ln _j V) 000a ::)Lf)0 C", LLI CL - Of <— - a- Z z Z:2 0< 0 LLJ > 0 C-1 Of 00 0 <LLJ a-- W LLJ W- < 00 ct-I LLj < 7' 0 Z [If> <01,1000 O-wo!!<:2 a) ::D < < 0.7- LJ Z ::D :E N a) m z 0 Z cy <D - - o C) 0 V) (m [if c) < ci 0 N Z LLJ 0:� C) z M 0 U) 0 0 0i Lo c�04 L/)c < o w z 0 0-1 < l-- - LLI LLI i -J, w IT de� w ::)L� 04 CI4 X LLI W a-LLJ z 0 a- 0 LLI < w y M W()f M >- M::) < 0 M < >0 V) C.) 0 w <cn 00 ON :2 > z z c�m r-i 4 A(6 7-r-� 3:<Cd L� [if LjJ o N �-Lj W w LLI I . LLJ :D ::D 07-2 X -i LL- CD M z 0 z c) Ul) cr) C-4 o GO ROAD -m 0-0 Ll- SAR 3: 0 U) ca ROAD. 0 L L) PAVED POBLI —i m t-i c K 0 _0 OF a) RIGHT 0 -0 60' a) D [if + Z 0 a) L.Li Z z > bi E > z m To 0) z rl� b bi Lo :3 w < r- m w ui E co UJ W 0- z w a) L- LLj LLJ LU N,CRE-fF- cu"ll Y;;-c Li 11 Lli a. > w X Z-1 -0 L,LL V) 2- < 0 T <0 0 GO R a) < ::) C-) CL A MOLL 0 -0 LLI LL) M CL =< a) Q�(Y- 0 L) < z CL w 0,< E ::D 0 (/i - Mtn o-Luo Of EL 0 V)V) LL. a- C/) IL RIO' a: < < L o r-) C-4 .1 - ry '�-t .7.QL.2- 0 04 Ld 0� < 00 0 aQl6 Ln 0 � 10 0 z 0- -0 0-' < >- U') < IN Lj X Lc) 0 p E�— z 00 0 -ZONE Ilp d C) -3: ?z << Cf) z 0 >: C�n %0 LLI LLI < LL, D X > 09- U. << C*4 247-27' A bi < cd 0 —1 0 D 0 LLI 0 a_ pRopoSED 13 Lj V) C4 0 > �-D LLJ -i C-) x L) coy�w jt4G -2 ;4 > F� r)�; p U) > 5; cn L ORCVA -25' > Of (n < or) T2N N G < D 0 <c I �fT- - (r 3i < < 20' :3 LLI a < < (.0 > 12.1, 0 0 a_ U) Cf) z 0 F- 'd a -m y n — D o 0, r- Cf) ZO Of le; U) A C) LII�E pEp, PLAT 3' c < 0 Lt)�14G I _ _ - - - - 13. 4.3' lul F- 0 U. U- < J� �Ici vi _gq >- 0 < jLj)�4 Col 0 3: LL 0 U) CD 0 Q - LLJ Cr) IZ < 0 th 'o b 0 (o D w 0 C:j 0 U- < C:� D a) L(Ij m -j 0 x 00- 0 z m V) w a L- ul 00 _0 =3 0 M :3 ce) Ld 0 C: Lr) CL < o0s 0 0 Lo Ui L� 't4-) C14 U) cu co Lj LZ V-- z Z a- u w -0 LLJ L C: Co -0 w < LLJ M 0 0 0 0 0 M C: -0 (1) N tyl% o co 0 0 m =) (.) < -0 co — co C) Q c U) < o -0 V) < < �- 0 - t1r) A 5 -3 4" =3 (n LLJ ( -J c &- L- .4- MI _) LLI 0, 0 x - = c = =; L- 0) 0. -,). 45.7' ;4_j 0 n LLj 0 < U- 2 Z�4 N - - 6> Cf) 0 cr- < a- z 1 —PIT of :3 c: 0) E 0 pRopoSED CD M cn (D 3: (D a) , fcs-tm—eloil LL 0 _j LLJ �2 CL I POO 0 0 1 C-) 0 < L') 0 0C) -i LLJ —7 Li C: I-- uj z N LL 0 M < C) 3: < N 0 L.Li V) U) U) C) < z 0 0=in U LU > U) Lr 0 F- 0 -J Cn Lj < L, < F- Cf) Q < 0 (f) - C) U) 0 J.P LLI 0 �7 m C) ce) 04 F- (,4 LLJ =) < (f) LLJ w I LLJ LL. I D UnLIV EASEI'E < It 1 0 .2�0 Z 0 0 -. S- - -- GE kN o of < ,& 10, t)RAINA Ld > 0� n D x "p; LLI zoz 0 v < < C) < Y, P=o w LLI V) _j Ld < LLI <F-<Ld UJ ui 1 0 Ln <> M >Uju UJ 80.65 < ;3: F- 7 0 < a- 0 LLI < 0 ui _j UJ 'o -J 0 < uj cli _j UJ cr Z LLJ -N07-16'02 CL z 0 ui 0 LL. vi Z LLJ <Z z (o Q:� - > LLJ U- PI) LLJ Lj ::D < —Lo VtR LLJ X C OCL ZZOWO-ozo = : -j ozoz moz y m Ll- = 0-- C� -<L� -J r,4 -0-V) - -i Z 0 F CL F-F-(/) Ei V) Q < 0 L) ^0 ;�ZoL')oLnz Cm LLJ U) V) ci cj� z (-) 00 o < C14 <0 z x(r x < C) < -i F-< LL,IL L'i M z 0 LLJ LLJ< z 0 z 0 Lj LLJ f4) -2F- MIW> M < < Of F- < "t X LL. LL. < a- C:) Ch< LLI Lj La 0 mi 0 < cn L.Li 0 F- 0 0 1-_j F-F-F-Cr LLI LLj X _j LLI 0 0()oQ >x F- - I — :D V)0 o-LLI zzz 0< 0 O��< <— LLJ LLI Lj Lu m -1 0 W (-9F-:<ZYCo LLI Gj < Lj 0 C)0 0-(f) O�< 00 of LLJ < o (if > -j 0 a- U m(D <-j 0) Ld z C�j D F- 0� .. < cn Z _ z—z V)M < a- 0 0 -1 m >- 0)(7) < Z) C) F-: z cn Cf) �n 2: L,ry < 0 N L.Li C) z co 0 If C�C� :)< 6 L Cj X Uj 0 LLJ Z 0 ril < F- UD 0 L, Q_LLI Z C) LLJ _j F- M LLI M >- < a_ Li-i <E UJ m < 0 Qm < >0 V) 0 LLJ <(f) .0 0 > z L, z C�m r-i 4 Lti(6 m:r� ��r<00 L, Cr z LLJ 0 N F- LLI LIJ w < w LLJ D 0 F-- LL- 0 M Z 0 Z F-- -J Lo M Lo SARGO ROAD C-4 C-4 pUj3Ljr- ROAD. 10 co LL- N p AVED 3 �2 0 OF WAY z 6 ro u- 60' RIGHT y >� C-4 0 + L- LL- 0 ol 0 Z Z z LLJ otf —1 1 + z z — LLJ < LLJ V) m CONCRETE CURB -j m (n "2 y7c LLI UJ Li Ld LLj LLJ 0- z AND GuTTE Z L,L� < oz Ld CL V-) WW moa.0 r-:i LLj LtJ < :D 0 ir 0:�ry m M Z cn w-<P- << V) mwow< < 2 a)V)(L L-Lil n c/i'o z cy cy 0 (/)V) c a: < a: 0 a- 0 rl) < 0 65: 0(N LLJ z I 0 - u') o 0 C) )-� _ -1 ---- M LLJ ZONE Y-- - 0 11 11 u') -0 z: co 0 Zj << cf) c 247.27' Lfi w LLj LLI < 0 Io- z c6D (L Lo Df 0 M CL D 0 Ld wo << V) > of W C! 10 04 PLAT C) > F 0 PROPOSED -nOV4 jLt4�fEll LLJ =D cf) 'IC LLJ > -1 0 0 COVY RED c" NG Ld —i Ll 1 , 0 25' B C13 -PORCH r<-. 67)o -i -::c< 20' BUILDj G RESTRIC-not4 > > 5; < < (.0 > -i ch 0:� Z (L — D <LLJ ::D 0 12.1" 3i < 0 CL V) 4.3' >- a! I < 0 0 >- 0 25'j�tL t4i D-- < -i LL 0 V) Of F- LL. LLJ (n Fj < 0:: co c) 0 0) Ikk 0 C) 0 3: w 00- 0 V) C) C-) 0 Pe "M LLJ tti - Z 0� 6 � LLJ 0 0c) CL 61 w 5 i, "q a- y LLJ 7) LLJ 0 (f)iLLJ -t4-) < LLJ 0 M z M 00 0 n Lr) a- < V) 0 00 < < IV- cl- V 1 U) n LLj 16V < < 0. - Z L.LJ Lu Clf 7) 0 rK ul 4B.7' z 0, 0 rf- LJ < co Of4 INE er - — — - — — - LL M L PROPOSED < Elf Ld jo;-BG PA-nO -b 0 __j LIJ �2 C� LLJ < LO 0 -J CD Lci Lli w LLJ 0 01-- o -r < V) < 0 m (5 L<L, > 11 < L Lj LLJ < Elf Qf I I I - (f) C) < Ix LLJ cf) 0 LJ < (n LLJ w co- . 14D U-nLlTy EASEMEN 0 a to DI DRAINAGE A V) o" Z Z LLJ 0 < z Z ozox-(o z < LLJ z 0 z of LLJ —1 > 0- z 0 D :2 0 F--0 OL-f o- C)f W < < - < 0 cr 0 LLJ F--<— _j LLJ < (/') <>[--<Ld QJ ui Q� 0 Of-:�: M 0 C) __j 0 �:) z g C,4 '16- - -6b.65 ,CC L,-� LLJ LLj z . z <[if 02 < >w 0>- o < a- 0 L'i _j LLI .<LLJ LLJ N -,0 -J 0 0 N07 -6 _j LLJ 2�Z C) r- Lli L- V) -J O<Z= o 0 LLJ :�:I-- V) > CL Lli- z r1r) A- U)z LLJ Z 0 LU LLJ x 0 LLJ LLJ < 7- z -(D 0 0 Z(f)Z z m -j < 0- < LL 0 -J N P--0 (f)M 0 z: LL- �-W (1) zo < L 0-V) Li-i z /)o 0 0 <0 Z X X T<L'Li'(n LLI C) 00 cl� < z < 0 < z 0 0 < IL Ld Uj < z 0 0 LLj LLJ V)cf)V)> m < < th < (If -q- -i =(/) Z F-- < LL,L'i LL,0:2 0 < Li- LL- < 0- 0 0 -j �-�--�--Of Ld Lj (if LLJ C) 0 LLJ o 0 0 ICON -ju)a- oc)oo->Cr .::C (-) >f F-Lli Of a- Ln a-Ld zzz 0< 0 < < =)U)0 cr x bi L,Ld 7-t,�ft co�-:a<'-z Y 0:�-c >- < <(.)LLJ000 0-(/) Of< -i LLJ j7) �- Ld C) of LLJ < Zoz of a- 0:2(D <_j �) LLJ Z CN > V) Ln K I �z Ok =-Kom < Z� _j Of Lo 0 (3) M:� 0 m 0- 0 <0 (n Z fr- Q < 0 N Z Li 0 z V) 0 LA Elf C'� M 0 M ;;�0< z < C"i LLLLJ C,4 Cl ('r) (A C'� 0 LLJ LLJ N LLj LL) a-LIJ z LLj LLJ w M LLI C)f M >- m Fr LLI :D < < 0 :D LLI <cn 0 0 < 0 < > 0 V) z C'� Ki 4 LC5 LL) 0 0 m 3: <ci LL- Of z > z LLJ D :D LLJ LLI w < LLI (D LL- omzo r%OAD 10 SARGO M 0 11 'c') 0 " —, \_ � b_ r) ROAD. 0 __j m t,-� LL PAVED PUBLIC z C3 CN 0 Uj 6o' RIGHT OF WAY 0 0, af Lli z z + LL 0 Z Ld wpm 1po�- z: z 'o 0: V) m U-0 < cn U. TE CURB LLj LLJ m Ld LLJ w iL z CONCRE 4!Li 11 Ljj LLJ 0 GUTTER ck�Z_J Ld a. q5 > Lij A D < OZ Z:) <0 :2(DEL 0 LLj W CK M << Z�-�P*P_ W w 0 < c/i-0 z cy cy 0 o- :D c/) 0 M(1) 1',n c EL < = (1)V) LL_ a: 0 < ry 0 Ix _�i . r) EL J6 0 LLJ :7 0 -rl-6 D Ljr) 0 0 C-) (D << w - Ln w 7-tj Lj LJ < LLI fy > '247.27' -Li C4 << 3�: 0 cr- < (Y- 04 Ld CD (D -i > PROPOS ON LIN PEP Lj 0 0 C-) 0 LLJ _j 0 (3 PORCH > < ON LI > < X M < 2D, j3UILDI G ffSTRI-STIO-14 LI _j < < 0 < (.D > I-_ V) < 0 0 co n o I cr ZiR 2 0 C) > 0 v) PLAT )B-9 4 0 c/) Z 0 0�: - U_ 4.3. 0_j 0 V) 13.S < LINE P _j w < < 0 25! ILD114G U_ LL_ >_ 0 Fy I - 0 cy) LiJ LL_ -0 Is 0 0 0 1, < rr :D 0 I-_ L" II w 0 0 C.) 6 I— LLJ LLJ 0 00 V) UJ 0- < n ry 0 y c) Sal 6)) Lti U) < LLJ Ld (f) Lo :f: 0 -1 2 0 Z G:f 0 M C14 rn ty 0-D� Un 0 M :D c14 0 (/) n 00 < < 16V < < 7) n cq 0. Z LJ LLJ 48.7 6) l-- 0 0 n, LJ F-- < LL_ 00 o'r2lo n, i�bffo—ti GAE er 11 Cf) - 0 z LLJ V) a� < -i U)LL, 00 LL_ V) LLJ < 0 UTILITY EASEMENT V) 0>_ N 0 Li D < Lli w AI,D 7- 0,0 c 0- O ,zz m D' DRAINAGE < v) c-) _o, z z Z 0 Go: z < Ld z 0 0:�W :j > :D 0 13 Z LLI < < - 0 -D x ?�'_) 2 0 F-C)0�a- W < 0 0 LU F-<F -i Ld < 0 0 V) <> -<Ld Uj Ld __j 0 0 z 2 olw-6b.65 I < >LLJ C) Q�3: Z Q_' 0 0 LJ cn o 0 102 3�0 >_ F__ I z 0 < - <Of 0 Z_ NO L'i L'i L-LL,Z<L, LLJ "o _J 0 7*16 -1 Lj C-) LL. LLJ_j W) w 0 0 L� V_ W 0 Z cf) > Lo z r) LLJ X 0 LLJ LLJ < 0 -_j C) Z Z 0 Z (D -j < Z 7- N -0 M D--0 K LL_ < :)0 0 a- I--u) Ld zo < 0 0 o cf) 0 Z 0 L f)z om z LLJ 2 V) 0 . 3�: �7 ( _J, <oz X[IfXWF--w < :�F 00 11� < -i F-< :E Z < 0 0 LL,LL, a.C-) LLJ Ej< 0 0 z 0 _j X:(1) Z -t_- (1)V)cn> M < :z < LL_ < 0 :2 0 < X D_ < o < U) Li = LL. 0 0 CD 0 b�--i 0�Ld Lj Crf _j Ld C) c14 _j _j(f)CL 0 c)0 _>0:� < C) 0-LLI Z z: 0 < 0 < <- (n 0 iLl oo� (.) -0��z y co l-_ I]Lj 0:� Ld L'i Li � < -i LLJ 0 < LLJ 0 C)0 a.cf) O��< U) 00 [1� LLJ < Zoz Li (D :2(-D > < IL <_j C, C) z z- U) < LLJ Z ::D :�E 0 -(3�1 < 0 ()) F-ZE LL z 0 - C.) < 0 N 7, LLJ z CE C < 0 zo 0 Ld N LJ Lq LLJ 0-1 < T: LUL, C-4 o LJJ ::j w I-_ M LLJ of M >_ -m z 0 > CL 0 LLi LLJ < LLJ ::D < 00 o C) m < 0 Ld <w >0 C.) < LLJ 0 > z Of z F-Lu Ld LLJ w —i Ld D D LL_ 0 m Z, 0 X z C-) LL CL Ln C'4 0 AD SARGo R a 00 N 0 00 m PAVED PUSUC ROAD- z C-4 0 60' RIGHT OF 0 0* of LLJ z mom + 2E LLJ z V) m U z LLJ + I--l-- m LLj LLI LLJ LL) w > W CONCRETE CURB �4:;r Ld I[ LLI LLJ ) U < OZ L,LL_ 10 ly Z AN MOCL 0 LLI LLI Oz. W << c Z L*Lj P :D D -0 LLI LLJ 0_3< cy r) 0 Q1. M (L V) LL_ L L L Z L ML L L c) U) 7- < IN - 0 04 Lr)r- z 0 0 L3 0 < -Z. C40 LLI Zog "AE'_ Q,-it tj 0% 0 :�E z 0 co — 7? 2 7- << V) 5-: z >: _z I�E 0 0 Z Lj Ld ' o 0 610 1 < LLJ W-3 8 v - 0 > Ui 3: c*4 247.27' (.2 - N 11-1 %.M PLAT << a- 0 LLJ z 6=) LLJ V) >_ -i 0 Lij PROPOSED .0 31 noN UNE P 0 C > 0 -1 C40 ESL RIC l--D LLJ --i ft F 0 0 13U LDI G - 0 - -1-N!_ 0 > 1,3 cn RCH t< 10 > Of ry < 20. _j cr Elul I G �EE�fl!C2014 Ll <L.LJ D 0 < �--a- V) < 0 < > 0:2 z 2 0 F _ c) F- Z X n 0 cn 0 V) Nf PER PLA�_ C) 0-1 LL I O�L, 131 4.3' a U_ < LL_ < �5! ILDING R �Ic vi >_ 0 _ _�q_ _ _�s 0 Lo Of o') D LL_ ci:� W U) _j cy- I.. < -0 d 0 (3) w C.0 - 3: LL_ < of Z) U') ( I 0 0 l' LLJ m 0 a- 0 0 C) re) 00 F- -111 Ui 0 CL < r;� a- o') 10 rv.�� C) 0 0 __j 04 Sal IP-) lot LLJ jy) L� -in a 5; Y L) LLJ ?5 UI) La z Z < Ld 0 0 cr-, U-) 0 0 Q:� 0 M C14 q- < (/) 00 _j 2 0 Z�14 a_ y M Lo 00 < n C(- '2 F-- 0 V_ D_ (n < < -5 16V < 7) 1 .4 �01 Z LiJ Lij Elf 0- Lj 48 7' 0 01 1 6)- _j 4.0. LL_ CID g A M ?ISIFMI 0 PROPosED 0 0 0 _j LLJ PA_n0 0 < Lq _J (,) 0 C-4 l-2 _J LJ LLJ Z C,4 0 LL) C14 F- V) _j c__,l 0 o T: < < U) < fy z 0=6(D > Cf) cr 1-- 0 CD Lo or < _J(,0 Lj— LLJ i;j <)( L� (n[if < < cf) D 00 EAS-ME-_ST l--C)>_-N 0 0 Lj < LLJ w LLJ D U11LITY F- 0 0- _j LLI F: m A' z o E rl" 0 AAGE z z < < 0 10, I)RAlt Ld z 0 LLI > (L D L'S Z Lj < < __D 2 0 P-z o c, LLJ < 0 < 0 LLJ p_- <F< LLJ Wj _j <> w = - U-1 0� _j 0 f::� z g M 0 1-9 80.651 C�7_ < >LL,q af 3: _ z o < a- 0 LLJ < 0� 0 0 0 w W_j UJ>_< M Ci C) _J cf) 0 016 cj L'i L-�j Z_ -i Lj Cr Z LLJ o () r- L_ — o N07 b2 (/iZLLJ FD<Z= o (D 0 > fr LLI- c� ��: z n LLJ X 0 LLJ LLJ < tr) zowo�zozo = :z _j Z:Ozoz =OZ YM LL. <LL -cl- -J N 0- Zo < 0 l--F-(f) 51 V) a_ LLJ zo ��oLf)z om F5 - V) _J z (A 0 c,4 <0 Z X X X W F- < 0=0 < -i F-< LLJ Cl-LL)M z V<� in- 0 0 < 0 C:) 0 LLI LJ a_ Ld Lj z 0 D -i =(f) Z < < < 11� Q- < a_ (10 ,(f)> m L_ LL_ 0 Q�< Ld Lj LLI 0 2 0 < V) LLJ -r 0 0 LLI LLj Of o 1---1 1--1--l--0� _j LiJ _j(/) 0 0 0 a- < 0 Lj Of a- Ln a- co 0 (N a_LJ zzz�c< o of< <— LLJ 0:;z>- - 0�Clf LLI LLj Lj-Q� o[--:<z Y 00 LLJ C' LL1000 M(I) X<20 (nm Q� LLI < Zoz of > < U) _j 100 0 cl- 0 m 0 < W Z CN ::D fj:f J�D _ M=) < < 0 IM < > 0 V) 0 D LLI <(n 0 0 z LL z 1�m t1i 4 Lri(6 3: <C6 L� Of Z* 0 N > 1--LLI LLJ W _j . LLJ D :D F_ LL_ 0 m z 0 0 X m z 1-- _j