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349 3rd ST - PERMIT RESO18-0015 DWGSDESIGN SPECIFICATIONS DESIGN CODE �Q�� J�ARiI_UNG CODE - RESIDENTIAL TRIBUTARY AREA (sf) (LEVEL 2 ', R EDGE STRIP (PSF): `ALTERATION 'a' = 4'-6" DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. +25.6 -34.2 DESIGN LOADS: ACTUAL AND UNIFORM +22.9 -25.0 ROOF LOADING (cd=1.25) 100 TOP CHORD LIVE LOAD 20 psf +21.8 -26.6 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 2x2x'/e „ BOTTOM CHORD LIVE LOAD 10 psf 4„ BOTTOM CHORD DEAD LOAD 5 psf 3„ DEFLECTION CRITERIA: 5/8"o-- ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 3x3x'/4 „ FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 6„ WIND LOADING: 3„ BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH MEAN ROOF HEIGHT - - - - - - - - - - - - - - - - - - - 15.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING BUILDING CATEGORY ----------------------- II EXPOSURE CATEGORY ----------------- C ENCLOSURE CLASSIFICATION -----------------ENCLOSED MONO INTERNAL PRESSURE COEFFICIENT ----- ------ ± .18 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 0 , DENOTES EDGE STRIP. SEE C & C CHART ABOVE FOR 'a' DIMENSION i i I � ----j NIS��--- _'r aNx ---- --- [NOT ACTUAL PLAN] 2 a'r ;1r a MATERIAL SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGI`1 PROPERTIES - ELASTIC MODULUS (E)2,000ksi, BENDING STRESS (Fb) 2600psi SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRE') SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED F -RE -ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECINICAL SYSTEM. EXISTING ROOF RAFTERS AND SHEATHING TO REMAIN AS IS UNLESS OTHERWISE NOTED. NEW 2 -PLY 14" LVL, RECESS 5" INTO EXISTING ROOF RAFTERS HUC410 MASONRY HANGER (BEYOND) 1 SECTION AT NEW BEA SO.0j SCALE: 3/4" = 1'-0" EXISTING WOOD FRAMING TO REMAIN AS I FASTEN L6x6x)/2" A36 HOT DIPPED GALV STEEL ANGLE TO EXISTING LINTEL w/ 5/8"x6' A36 GALV. THREADED RODS EPDXIED 5" MIN SPACE @ 8" O.C. STAGGERED. PROVIDE SCREEN TUBES IN UNGROUTED CELL TRIM HORIZONTAL FLANGE Of ANGLE (COPE) TO MIN 3" BEARIN( ON EXISTING CMU. (BOTH ENDS EXISTING CMU WAL FILL CELLS ADJACENT T OPENING WITH GROU HUS26 HANGER EA. RAFTER EXISTING SLAB EXISTING METAL UPLIFT CONNECTORS SHALL REMAIN REPLACE IF DAMAGED DURING RENOVATION 3" MIN. SEE PLAN FOR POST SIZE, LOCATION AND UPLIFT FASTENER. DRILL 4" AND EPDXY #3x16" LONG DOWEL BARS INTO EXISTING SLAB (2 EA FACE OF NEW FOOTING TO EXISTING SLAB). 2' -0"x2' -0"x12" DEEP w/ 3-#5 EA. WAY BOTTOM NEW FOOTING DETAIL II A 3 8» A TT 7 O O O 0 0 O O 0 0 0 0 0 N7�4 n n I L.� A� J. 9'-4" MAX OPENING WATER PROOF INGI R BY -BUILDER 4 ENLARGED OPENING IN EXISTING CMU WALL SO.0)SCALE: 3/4" = 1'-0" TYPICAL STUD NAILING: THREADED PLATE NAILING: 4'-4" 0.131x3" TOE NAILS: TOE NAILS: (2) @ 2x4, (3) (3) @ 2x6, CONCRETE HOLE (4) @ 2x8. @ 2x6, FULL HEIGHT ANCHO EITHER SIDE OF PLAT HEIGHT CHANG 2x -BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED--\ OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE THREADED PLATE NAILING: 4'-4" 0.131x3" TOE NAILS: a (3) @ 2x4, CONCRETE HOLE (4) @ 2x6, EDGE DISTANCE (5) @ 2x8. ,/2 >>0 PT. SYP#2 SOLE PLATE TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS 6"MAX. 1�_I WALL FRAMING AT 6 TYP. WALL SECTIONS X0.0 SCALE: 3/4" = V-0" SYP#2 DBL. TOP PLATE EXISTING CMU/LINTEL TO REMAIN 1_6x(3016" STEEL ANGLE 5/8" THREADED ROD EPDXIED 6" MIN. PROVIDE SCREEN TUBES AT UNGROUTED CELLS. SECTION A -A STEEL ANGLE INSTALLATION SEQUENCE 1.) CUT 7/6" GROOVE IN EXISTING CMU WALL 2.) FILL CELLS WITH GROUT 3.) SLIDE IN STEEL ANGLES 4.) INSTALL BOLTS 5.) REMOVE WALL BELOW ANGLE FOR NEW OPENING BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONN. EACH END TYPICAL DOUBLE TOP PLATE SPLICE 4'-0" MIN. SPLICE LENG w/ (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN EXISTING FOUNDATION WALL F RAMING AT RAISED HEADER CONDITION 4'-0" MIN: DROPPED HEADER (3)ROWS OF 33/8" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 14" LVL 2x6 POST ,2 „ 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" - 1'-0" n PLAN SOLE DOUBLE FULL HT. TOP PLATE. PLATE R ANCHOR WALL STUD OR POST. AT SILL PLATE ELEVATION FULL ANCI- AT TOP PLATE HT. HOR FULL HEIGHT ANCHOR INSTALLATION CHART THREADED (J _ 4'-4" WASHER SPEC. a a ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 ,/L „0 t ,/2 >>0 2x2x'/e „ 4„ 4„ 2„ 3„ 112 5/8"o-- 9/16 „0 3x3x'/4 „ 6„ 6„ 2/2„ 3„ 5/8 -vo 3/,"o 3x3x'/4 „ 10„ 10„ 2'/2„ 3„ MONO STEM MONO STEM FULL HEIGHT UPLIFT ANCHORS SCALE: 3/4" = V-0" TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED L_ SYP#2 HEADER, FULL HEIGHT PER PLANS ANCHOR, SEE PLAN FOR SIZE R AND LOCATION WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONN. EACH END 12" 11/2 f MAX. MIN. WALL FRAMING AT FROM SOLE PLATE BREAK DROPPED HEADER CONDITION ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN SOLE PLATE ANCHOR: '/2 "0 x 6" LG (MIN 32" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x $" PLATE WASHER, SEE SCHEDULE BELOW WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" WASHER SPEC. (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" 2x2x'/a " (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" 2x2x'/e " (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" N/A (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/a " 31/2 " 1 3/4" 1/2 48" 24" 2x2x'/e " 31/2 " 1 3/4" MASA 48" 24" N/A N/A N/A Lou Pontiff{o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL I'E#53311 REVISIONS DATE 1RBUILDING DEPT. COMMENTS 05.11.1 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL. CONSTRUCTION DOCUMENTS. ANY FIFLD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THF. ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R PLAN NAME HOFFMAN RESIDENCE DESIGNJAI AWN/CHECKED CS / JMD /LAP DATE 03/23/18 SCALE AS NOTED - LPA No. BEET -18-00263 CONTROL No. SHEET SHEET 1 OF 2 INFORMATION SH')WN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBT/- INED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9 EXISTING ROOF RAFTERS AND SHEATHING TO REMAIN AS IS, UNLESS OTHERWISE NOTED FASTEN KING STUD TO FOUNDATION w/ SIMPSON LTT20B USING Y2%6" TITEN HD (TYP. EA. SIDE) STRAP HEADER EA. END TO JACK STUD w/ 1-MSTA24 AREA NOT IN THE SCOPE OF THIS STRUCTURAL PLAN j AREA NOT IN THE SCOPE OF THIS STRUCTURAL PLAN I NTRACTOR VERIFY :ONTIN000S' ,F0/0TII` POST. ,1F,'b/EP/T C1 ME6,oly� z z z L' -I Ld U CD N I. III co a w 4Lij z 50.0 z I NEW 1_6x(5016" STEEL ANGLE SEE 4/SO.0 NEW 9'-4" OPENING (3)2x4 POST, FASTEN_ TOP AND BOTTOM w/ 2-HTSM16 CONTRACTOR VERIFY NEW POST SITS DIRECTLY OVER EXISTING STEMWALL. CONTACT EOR IF OTHER CONDITIONS EXIST kREA NOT IN THE SCOPE OF THIS TRUCTURAL PLAN III � S0.0 J HUS26 HANGER o EA. RAFTER a --I !1! -------_ ._ N bi V ill w JIII_ 4 Z S0.0 uINEW L6x6x�/6"[-STEEL AN III SIM TO �JSO. 0 1, SW= -3-/6 I, c� z w z OLLJ _ ._(o_ III IL X w o I� z XE' TEND ANGLE 0 AST NEW F �E OF EXIST11 DpENI G ,3)-0)) OPENING 2x8=- . -__-7e.�_W__N_F_W_AN1Q_ F_ / ALL EXISTING INTERIOR WALLS IN THIS AREA ARE NON—LOAD BEARING AND MAY BE REMOVED--= AS NEEDED -N.- 0 Iz w PNO STRUCTURAL CHANGE IN THIS -� z o AREA. CONTACT EOR IF OTHER -� CONDITIONS EXIST ONCE )EMOLITION IS COMPLETE RENOVATION FRAMING PLAN SCALE: 1/4" = 1'-0" - NEW 2x6 OR 2x4 SPF#2 WALL STUDS @ 16" O.C. MIN. SEE 6/SO.0 FOR FRAMING SPECIFICATIONS. - STRAP EXISTING ROOF RAFTERS TO NEW WALL w/ SIMPSON H2.5T (TYP) - CONTRACTOR VERIFY EXISTING FOUNDATION IS MIN 12" WIDE x 20" DEEP (8" ABOVE GRADE AND 12" BELOW). CONTACT EOR IF OTHER CONDITIONS EXIST STRAP HEADER EA. END TO JACK STUD w/ 2-MSTA24 FASTEN KING STUD TO FOUNDATION w/ SIMPSON LTT20B USING Y2"x6" TITEN HD SYMBOLS LEGEND SW: 3/6 DESIGNATES SHEARWALL. Ez 0 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" (2)2x8-1 2 DESIGNATES THE HEADER SIZE, NUMBER OF PLYS & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. ---- BEAM, SEE PLAN SIMPSON LTT20B, FASTEN w/ Y2"x6" TITEN HD ADIAMETER THREADED ® RO TER ROD TERMINATES AT TOP PLATE, SEE DETAIL 5/SO.0 GENERAL NOTES 1) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 2) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT SHEARWALLS 4) SEE SHEET SO.0 FOR WALL SHEATHING SPECIFICATIONS. 3) WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 2/SO.0 5)INSTALL SOLE PLATE ANCHORS PER DETAIL 6/SO.0 ®4 316 LOU 1" On 1130 anu Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 11h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 i P 0NT'''-,, ENs�. CO 311 - STP, E OF FSORIpP :< r '' ..... ��� ONA1_ EN,,,' Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM TI 1E INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD AL TFRNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEFRING OR INSPECTION FEES. W J U � Lf) Z w �LLjm OinQ T LLJ w�� � Z n Q LL] � w ILL � 0*) � O rn Z RENOVATION F 11 RAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. BEDROOM 13q 5Q FT BEDROOM 123 SQ FT N KITCHEN q6 5Q FT LIVING 169 5Q FT °o no ►� BEDROOM 124 5Q FT FIREPLACE WH EXISTING PROPANE TANK DEN PORCH71 m 211 5Q FT 175 5Q FT ffi m HVAC, I BATH LAUNDRY 70 5Q FT DINING I 60 5Q FT 144 5Q FT I F_ - KITCHEN wH - J 1515a FT I cl --� "r- � a HALL° 46 50 FT 1' m Ln MASTER BDRM 161 5Q FT LI INC MASTER - 14' - -- - - 2q8 Q FT - GL05ET Ln 1 33 5Q FT HOFFM N RE5IDENGE A5 -BUILT PLAN 235"15 URE FEET ELEGTRIGAL BOX LOGATED HERE INDEX OF ARCHITECTURAL PLANS Al GENERAL NOTES A2 A5 -BUILT PLAN A3 DEMOLITION PLAN A4 FRAMING PLAN A5 ELEVATIONS E1 ELECTRICAL PLAN P1 PLUMBING PLAN GENERAL NOTES: Existing residence is 2357 square feet. Addtional square footage added by enclosing the porch area is 175 square feet. New square footage is 2532 square feet. Construction from these plans should not take place without the assistance of a construction professional. Issuance of plans from this office shall not relieve the builder of responsibility to review and verify all plans, dimensions and details, and their adherence to applicable building codes, prior to commencement of construction. All dimensions are approximate due to the nature of any renovation to an existing structure and should be verified before construction. The sub contractor shall be responsible for project safety under the requirements of O.S.H.A. All work shall be in strict compliance with the 2017 Florida Building Code, Residential, and County Building Department. Exterior walls on the original portion of the house are concrete block. Exterior wall on the addition are 2x6. All interior walls are 2x4, unless noted. All angles are 45 degrees unless otherwise noted. All interior and exterior floor & step finishes shall have a non -slip finish to meet ASTM C1028 static coeficient of friction minimum of 0.6. All wood in contact with masonry, concrete or earth shall be pressure treated appropriately for the condition. ALL INFORMATION PROVIDED ON THESE PLANS MUST BE VERIFIED BY OWNER, BUILDER/ CONTRACTOR AND ENGINEER PRIOR TO CONSTRUCTION. f LOU LU Q Q< ° w Q cn i Z U LU � � a r~ O U=� Z tpZ'2 �iia0_ twUn-='cn0cn �M� u -,W gWor�g�'� z w z w� 7) �I=-za�C7a00 LU O. O w Q 0 w U U J a a U O m O aszv�zz � O w z w O zI-m0�� O Q z p L z U) O z wv)�~r'O 0 �wQUQm z u O LU LU wr, J ,N_, W ~ < U) > cn ii m LU m v � z�m LU ul a Ul v LL U ~ Q CQ �m� IL Z LLm< O -a m 0 LU 0 >5- EJ a Q 00 (D C) z C) N N 00 DATE: 4/25/2018 SCALE: 1/411= 1'-0" SHEET: A-1 z O LU 0 J m Q Qw z� O w J ��Q W o � w N Q� 0� W m Z ,-, DEMO NOTES: FLOORING: REMOVE FLOORING IN KITCHEN AREA, LAUNDRY & MASTER BATH, HALLWAY TO REAR KITCHEN & REAR BEDROOM. KITCHEN: REMOVE ALL CABINETS, GOUNTERTOPS, FIXTURES & APPLIANCES. ( FRIDGE & 015H1NA5HER TO BE KEPT FOR REUSE). CAP OFF PLUMBING. REMOVE WALL BELOW 3'X3' WINDOW OVER SINK TO ALLOW FOR A NEW 3' OPENING LEADING TO NEW FAMILY ROOM. REMOVE HALF WALL WITH CABINETS DIVIDING KITCHEN & DINING ROOM. LAUNDRY: REMOVE WASHER & DRYER. REMOVE LAUNDRY ROOM DOOR & WALL5. REMOVE WATER HEATER & PREPARE FOR NEW TANKLE55 WATER HEATER OUTSIDE LAUNDRY ROOM. PREPARE HVAC TO MOVE TO NEW LOCATION. REMOVE EX15TING WINDOW. MASTER BEDROOM: REMOVE MASTER ENTRY DOOR AND WALL5 ADJOINING KITCHEN. REMOVE DOOR & WALL OF LARGE CLOSET. LEAVE WALL DIVIDING CLOSET & BEDROOM. REMOVE BI -FOLD DOORS, POCKET DOOR TO BATH AND WALL OF MASTER THAT ADJOINS BATHROOM. MASTER BATH: REMOVE INTERIOR WALL5, 5HOWER, TILE & FIXTURES. /-REAR PORTION OF DEN: HOUSE REMOVE WEST FACING DOUBLE DOORS. 15 WOOD REMOVE FIREPLACE AND CHIMNEY. FRAMING REMOVE EAST FACING DOOR & WINDOWS & WALL TO GIVE OPEN ACCESS TO PORCH AREA. (New Family Room) PORCH: REMOVE DOOR, CLOSET, AND ENTRY VESTIBULE TO REAR APARTMENT. REMOVE WATER HEATER & WATER HEATER CLOSET. REMOVE SCREEN ABOVE HALF WALL AND SCREEN DOOR. REMOVE PORCH WALL BELOW SCREEN BETWEEN POSTS, AND PREPARE FOR NEW WALL, WINDOWS & DOOR. REMOVE BIFOLD DOORS TO REAR APARTMENT. SKYLIGHT ABOVE�_\� L RELOCATE THERM05TAT FOUND HERE KITCHEN EXISTING PROPANE TANK CREATE OPENING REMOVE WINDOW, / AND DEMO WALL PORTION FOR NEW 2'-6" DOOR. FILL IN /r SPACE. HOFFMAN RESIDENCE DEMO PLAN LAUNDRY MASTER BATH SAME OPENING/ NEW DOOR ELECTRICAL BOX LOCATED HERE ENTIRE FRONT OF HOUSE 15 CONCRETE BLOCK 54 \\N-, o Qu 00 W �� QU) W wa W w�Otn Q?Q=H Q=Ocn z ~ z � xC7= 0 W CL Lij 0 00 zxF-CLCL 1zw00 inc 1 ZF-i WALL DETAILS (TYP.) 2x FRAMING 2x SILL DOUBLE TOP PLATE INTERIOR FINISH Interior Wall (typ.) 1 "=1 '-0" C— DOUBLE TOP PLATE L .41 �- FINISH SIDING MEMBRANE = INSULATED WALL CAVITY SHEATHING — — zl_ INTERIOR FINISH 2x FRAMING MEMBER — 2x TREATED MUDSILL SILL SEALER 4" CONCRETE SLAB / �^ CONTINUOUS PERIMETER THICKENED END SLAB --- CAST -IN-PLACE _ ANCHOR BOLT REINFORCING STEEL AS REQUIRED J U LJ LJti UL, LJ UPJ U LUJJ - IL� IIII —11 o VAPOR BARRIER I� 4"GRAVEL UNDISTURBED SOIL Exterior Wall QVc-) On Thickened E d Slab 1 "=1 '-0" 3 r —T1T__ HOFFMAN RESIDEN 1/411=1'-0" 141-611- COFFERED 4'-6"- 6" TYP. COFFERED ICEILING FRAMING NOTES: MA5TER BEDROOM, MASTER BATH, LAUNDRY AREA: FRAME NEW WALLS IN MASTER ENTRY, MA5TER BEDROOM, MASTER 6L05ET5, MASTER AREA LINEN GL05ET, DINING ROOM, MASTER BATH, LAUNDRY & NEW PANTRY, ADDING NEW DOOR & BARN DOOR LOGATION5 A5 5PEGIFIED ON PLAN. NEW FAMILY ROOM AREA: FRAME NEW WALLS IN EXI5TING PORCH AREA. ALLOW FOR THE PLACEMENT OF NEW WINDOWS & DOOR5 A5 5PEGIFIED ON PLAN. KITCHEN: FRAME DOWN CEILING TO MATCH CEILING IN NEW FAMILY ROOM AREA AT APPROX 9'-2". FRAME NEW SOFFIT AREA OVER KITCHEN 15LAND. FRAME FOR FIREPLACE GHA5E. EXTERIOR WALLS ON THE ORIGINAL PORTION OF THE HOUSE ARE CONCRETE BLOCK. EXTERIOR WALL ON THE ADDITION ARE 2X6. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED. ALL ANGLES ARE 45 DEGREES UNLESS OTHERWISE NOTED. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON -SLIP FINISH TO MEET ASTM C1028 STATIC COEFICIENT OF FRICTION MINIMUM OF 0.6. REFRIGERATOR ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTREPTH 36.22" SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. OT = TEMPERED GLASS EO= EMERGENCY ESCAPE & RESCUE OPENINGS COFFERED ©= 20 MIN. FIRE -RATED DOOR W/ SELF CLOSING HINGE GEILING - 5EE DETAIL 4'-7 1/16" 3031 -10405H 21155H W3621 TH I" 4AT 7�7RP 621 TH53324E W3624243DS36 D 36 U1 2463 A-4 A-4 ; KITGHENJ_-I F _ 51 5168 I 2'-4" m I DINING m I 111 �lo_I F I �In E4 C3 m A-4 I�� ' L — J ml� of LIVING 19'-5" 53'-3 5/8" m 0 2668 FH630R W3036 "2 6LOrz 2668 n rn m 11-611 '-6" EXISTING PROPANE TANK Ea A-4 FAMILY ;LINEAR GA5 FIREPLACE WITH TILE TO CEILING 2668 2 HOFFMAN RESIDENCE FRAMING PLAN - 1/411= 11-0 if ENGINEERS STRUCTURAL CRITERIA MAY OVERRIDE SHOWN DETAILS. FOR STRUCTURAL AND STRAPPING INFORMATION, REFER TO ENGINEERING PLANS. o Q<�- Oo w ~¢� >=zwz w 0 LUwC7a=L�Oin o cn nL–�n� (.7 z 0 W a. J_ 0 CL °� zxH �Oz,U,00 U z a w U a z= cn ce L E n O z H- w0_JOwCf¢ Ou-UUJ0aU O CO O Ln�O~z Ln O^ z w O zl--m0�� O Q_J z U) p LCz7 U)0 z r, wci� p 0 2: W Q U Q m 0�Z ion Lu w w O i > Lu ~ QcnCD>cnLL Z m ua m v O zLu �m a LuLL Its)- 0) Lu w T_ V Q Q � LL LL O -a w 0 J CO CO �w 0 z>� OWFnQ >00 UJ W -i C N H Q� orn �4 Lu m Z T., o Q<�- Oo w ~¢� >=zwz w 0 LUwC7a=L�Oin o cn nL–�n� (.7 z 0 W a. J_ 0 CL °� zxH �Oz,U,00 U z a w U a z= cn ce L E n O z H- w0_JOwCf¢ Ou-UUJ0aU O CO O Ln�O~z Ln O^ z w O zl--m0�� O Q_J z U) p LCz7 U)0 z r, wci� p 0 2: W Q U Q m 0�Z ion Lu w w O i > Lu ~ QcnCD>cnLL m 0 W 0 O J a Q a 00 z 0 N N 0 O DATE 5/2/2018 SCALE: VARIES SHEET: A-3 m ua m v (-4 zLu �m a LuLL Its)- 0) Lu T_ V Q Q � LL LL O -a m 0 W 0 O J a Q a 00 z 0 N N 0 O DATE 5/2/2018 SCALE: VARIES SHEET: A-3 m 2'1' 3" 2' 9" V-3.1 2' DINING ROOM BAR AREA E10 �XT� RIOR ELEVATION w / KITGH EN ISLAND B 0 0 /3/4" END PANEL ACK ELEVATION " EN NEL �KITGHEN 15L�ND FRONT ELEYATION 1 *PANTRY ELEVATION 14'-1 7/16" �-1 MR (V - 1 M SOFFIT SOF IT I.— e 4' LAUNDRY ELEVATION Eq EXTERIOR ELEVATION - EN�L05ED PORCH/NEW INTERIOR LIVING SPACE I_ T 7-A 7_ .fl 1- i 0000000000 e 3' - �� 3' 3' r 2'-4" -1 KITCHEN ELEVATION 3' 3ik —2'—,k 3' 8' MASTER BATH ELEVATION Z 1A ut m v O zul �m �. LU I— LL U T KITGH EN ISLAND B 0 0 /3/4" END PANEL ACK ELEVATION " EN NEL �KITGHEN 15L�ND FRONT ELEYATION 1 *PANTRY ELEVATION 14'-1 7/16" �-1 MR (V - 1 M SOFFIT SOF IT I.— e 4' LAUNDRY ELEVATION Eq EXTERIOR ELEVATION - EN�L05ED PORCH/NEW INTERIOR LIVING SPACE I_ T 7-A 7_ .fl 1- i 0000000000 e 3' - �� 3' 3' r 2'-4" -1 KITCHEN ELEVATION 3' 3ik —2'—,k 3' 8' MASTER BATH ELEVATION 0 to U LU Q<a o0 w U Q D >~�3 cw1f dmz�UF-�i�0 w w a w w O N Q j LU Q=~ Q 2 0 cn MF-ZMF- Z 2 U= Z w w O g Q z g w a aw0w00 l -D z2F-J0Z awW 00 aZ2 zIn O Z F- F -w 0-j 0U') w< 0u-UU�00,u Z M ut m v O zul �m LU I— LL U T U- LL m O -a w 0 J m M 0 Lu U) Z Owe (nG�Q UJ of O w Q crw m Z 0 to U LU Q<a o0 w U Q D >~�3 cw1f dmz�UF-�i�0 w w a w w O N Q j LU Q=~ Q 2 0 cn MF-ZMF- Z 2 U= Z w w O g Q z g w a aw0w00 l -D z2F-J0Z awW 00 aZ2 zIn O Z F- F -w 0-j 0U') w< 0u-UU�00,u m 0 LU O J a Q a V) 00 z0 N N 0 O DATE: 5/2/2018 SCALE: 1/211=1'-01' SHEET: A-4 M ut m v � zul �m LU a LL U T U- LL m O -a m 0 LU O J a Q a V) 00 z0 N N 0 O DATE: 5/2/2018 SCALE: 1/211=1'-01' SHEET: A-4 HVAC NOTES: REPLACE 1 HVAC 5Y5TE�-1 & PLACE IN NEIN HVAC CLOSET A5 5FECIFIED ON PLAN. F[ -AGE EXTERIOR UNIT ON EAST 51DE OF HOUSE. INSTALL NEW HVAC DU6T5 IN THE NEW FAMILY ROOM. INSTALL NEW DUCTS IN THE NEW KITCHEN AREA. REMOVE EXISTING HVAC SYSTEM. WIRE FOR HOOD AND PLACE EXHAUST FOR KITCHEN. INSTALL NEW EXHAUST FAN IN MASTER BATHROOM. INSTALL NEW DIGITAL THERM05TAT AND RELOCATE. N PLUMBING NOTES: RELOCATE KITCHEN PLUMBING TO ACCOMMODATE PLACEMENT OF NEIN SINK IN ISLAND. RELOCATE WATER LINES FOR REFRIGERATOR & 015HWA5HER A5 SPECIFIED ON PLAN. RELOCATE PLUMBING IN MASTER BEDROOM FOR SHOWER & SINKS, AND DRAIN FOR SHOWER, A5 SPEGIFIED ON PLAN. RELOCATE WATER LINE FOR WASHER AND VENT FOR DRYER IN LAUNDRY ROOM, AS SPECIFIED. INSTALL 2 TANKLE55 WATER HEATING SYSTEMS TO REPLACE THE CURRENT WATER HEATERS BEING REMOVED. INSTALL NEW LAUNDRY SINK SUPPLY & DRAIN LINES. 70405H 21155H ILL - - — -- W3621TH W36 1TH 24L W362424 3DB36 3DB36 IU28249 j D L GA5 NOTES: INSTALL OAS LINES FOR FIREPLAGE, KITCHEN STOVE & WATER HEATERS FROM EXI5TIN6 6A5 LINES OR REGULATOR. (OWNER 15 RESPONSIBLE FOR ALL 6A5 INSTALL FROM THE TANK TO THE RE(7ULATOR). EXISTIN6 PROPANE TANK 152463 m Ln 0 i --- - FAMILY INSTALL GAS °FRELOCATE LINES FOR WATER LINES = FIREPLACE & KITCHENj_ = L _ �j A5 NEEDED IN NEW GAS OVEN KITCHEN & RELOCATE MASTER BATH. WAG TO NEW TO PLUMBING o LOCATION WITH IN51DE CABINET m NEW DUCTS TO FAMILY ROOM & :�:= - -9168 26687E 2668 KITCHEN AREAS. LIVING LOCATE- THERMOSTAT-- CONTROLS621— H E R E\ ) I V4245421 2668 r O rn MA5TER BDRM HOFFMAN RESIDENCE PLUMBING FLAN TANKLESS WATER HEATERS ELECTRICP DINING DESCR HVAC Ventilat 0 >R ® g Ceiling Reces ® m Chande 0 Fluores, 240V R (p WP(p "'0 m � m � F � Switche DM$ T�(lY1 v AV Control Al = .Qo m `a m o m Speake �epaC auiM Wall Ja g u. m A FHB30R Q FHB2lL o Q Door Ct so e Smoke .o ry ELECTRICAL W3036 W2436 W2-136 — 2 BOX m i UND Y HERLOCAE m� CLOSE 26 8 - VENTS FOR 2068 7 N E W EXHAUST m I X668 FANS LIVING LOCATE- THERMOSTAT-- CONTROLS621— H E R E\ ) I V4245421 2668 r O rn MA5TER BDRM HOFFMAN RESIDENCE PLUMBING FLAN TANKLESS WATER HEATERS ELECTRICP SYMBOL DESCR Ceiling Ventilat 0 >R ® g Ceiling Reces ® Wall Mc Wall S Chande 0 Fluores, 240V R (p WP(p "'0 110V R, $ w� 31 4$ Switche DM$ T�(lY1 Switche AV Control Al Audio SP SP Speake cSZ cSRg TV Wall Ja g Telephc Intercor Q Thermo o Q Door Ct so e Smoke EP Electric ELECTRICAL NOTES: ALL OUTLETS IN BEDROOM TO BE A.F.I. ALL EXTERIOR OUTLETS TO BE G.F.I. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 80 OF NFPA 10A ALL 120 VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS, FAMILY ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOM5,CL05ETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFGI, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER 210.12 (B) KITCHEN: NEIN OR RELOCATED LED RECESSED GANS, HANGING FIXTURES, WALL FIXTURES IN KITCHEN,DINING ROOM, MASTER BATH, NEW CLOSETS, LAUNDRY ROOM & MASTER ENTRY TO REPLACE EXISTIN6 A5 SPECIFIED ON PLAN. UNDER CABINET LIGHTS IN KITCHEN UNDER CABINET LIGHTS IN DINING ROOM. GARBAGE DISPOSAL OUTLET. PLUG MOLD. USB OUTLET ON ISLAND. FAMILY ROOM: NEIN LED RECESSED GANS. ADD U56 PORTS TO OUTLETS DE516NATED ON PLAN. HOFFMAN RE51DENCE ELECTRICAL PLAN 4EATHERPROO 'UTLET UTLET FOR WI' EFRIGERATOR ELOW GOUNTE UTLET5 ABOVE OUNTER AS IDIGATED. LECTRIGAL OX OCATED ERE U) U w Q LU z D w U Q �F- O'0 tz a m z U F- � 0 w waw w N O Qu- tea=ocn cn cn � z cn F— Lo g¢ z g O w a z w LL O w� z 11 - 2 F--jw 00 U F- Z a w U a Z= cna��l-cn0ZF- w 0 n O w O w 0 0 0 a U O m O 0 V) aSzUzz � O ^ z w O z m O 2 O Q z p '—'z�O�z z Ur ^ LU DO w () � Q U g_wQUQcp 0 W U 0 J LU � > cIf W ~ Q cn CD > cn LL m LU m v � LU L a LU LU A CQ 1.1 �- Z LL O co 0 LU >� O-1 a-< a �00 Z 0 z , N N � o DATE: 5/2/2018 SCALE: 1/411=1'-0" SHEET: E-1 z O U w 0 w} J m m � � W z O W � Q W � o W N H o� o� W m Z .� U) U w Q LU z D w U Q �F- O'0 tz a m z U F- � 0 w waw w N O Qu- tea=ocn cn cn � z cn F— Lo g¢ z g O w a z w LL O w� z 11 - 2 F--jw 00 U F- Z a w U a Z= cna��l-cn0ZF- w 0 n O w O w 0 0 0 a U O m O 0 V) aSzUzz � O ^ z w O z m O 2 O Q z p '—'z�O�z z Ur ^ LU DO w () � Q U g_wQUQcp 0 W U 0 J LU � > cIf W ~ Q cn CD > cn LL m LU m v � LU L a LU LU A CQ 1.1 �- Z LL O co 0 LU >� O-1 a-< a �00 Z 0 z , N N � o DATE: 5/2/2018 SCALE: 1/411=1'-0" SHEET: E-1 z O U w 0 w} J m m � � W z O W � Q W DESIGN SPECIFICATIONS DESIGN CODE TRIBUTARY AREA (sf) 2017 FLORIDA I;IJILDING CODE - RESIDENTIAL EDGE STRIP (PSF): DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM +25.6 -27.7 ROOF LOADING (cd=1.25) 50 TOP CHORD LIVE LOAD 20 psf +22.9 -28.8 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) +21.8 -23.9 BOTTOM CHORD LIVE LOAD 10 psf 0 2x& BOTTOM CHORD DEAD LOAD 5 psf 3 DEFLECTION CRITERIA: 5/g' ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 3x3x'/4 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 6 WIND LOADING: 3 BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH MEAN ROOF HEIGHT ----------------------- 15.0 FT ROOF PITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING BUILDING CATEGORY ----------------------- II EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - C ENCLOSURE CLASSIFICATION -----------------ENCLOSED MONO INTERNAL PRESSURE COEFFICIENT -------------- f .18 COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE: AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTI RPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. a !L _2 - a DENOTES EDGE STRIP. ---- SEE C & C CHART ABOVE FOR 'a' DIMENSION i [NOT ACTUAL PLAN] �I a 7r MATERIA 77 L SPECIFICATIONS HARDWARE AND ANCHORS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/s" LARGER THAN THREADED ROD SIZE. (U.O.N.) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC MODULUS (E)2,000ksi, BENDING STRESS (Fb) 2600psi SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECII ICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. EXISTING ROOF RAFTERS AND SHEATHING TO REMAIN AS IS-\ UNLESS OTHERWISE NOTED. NEW 2 -PLY 14" LVL, RECESS 5" INTO EXISTING ROOF RAFTERS HUC410 MASONRY HANGER (BEYOND) I/ 1 `\ SECTION AT NEW BEAM �.o SCALE: 3/4" = 1'-0" ♦` 4v EXISTING WOOD FRAMING TON -,REMAIN AS 1 FASTEN L6x6xY2" A36 HOT DIPPE ,ALV. STEEL ANGLE TO EXISTING LINTEL w/ 6" A36 GALV. THREADED RODS EPDXIED 5" M SPACE @ 8" O.C. STAGGERED. PROVIDE SCREEN TUBES IN UNGROUTED CELLS TRIM HORIZONTAL FLANGE OF ANGLE (COPE) TO MIN 3" BEARING ON EXISTING CMU. (BOTH _NDS) EXISTING CMU WALL - FILL CELLS ADJACENT TO OPENING WITH GROUT -. HUS26 HANGER EA. RAFTER EXISTING SLAB EXISTING METAL UPLIFT CONNECTORS SHALL REMAIN REPLACE IF DAMAGED DURING RENOVATION \� 53c ,> 8„ A O O O O O O SEE PLAN FOR POST I ZE, LOCATION AND PLIFT FASTENER. )RILL 4" AND EPDXY #3x16" -ONG DOWEL BARS INTO EXISTING SLAB (2 EA FACE OF NEW -OOTING TO EXISTING SLAB). MIN. \__2'-0%2'-O%12" DEEP w/ 3-#5 EA. WAY BOTTOM NEW FOOTING DETAIL 3„ O O O •' cN �0 0 0 t . „ T. 9'-4" MAX ()PENING WATE­RP' PI:GG++=1NG BY -BUILDER 4 ENLARGED OPENING IN EXISTING CMU WALL SO.0 SCALE: 3/4" = 1'-0" TYPICAL STUD AILING: PLATE NAILING: © 0.131x3" 0.131x3" TOE NAILS: (2) @ 2 4, (3) @ 2x6, (5) (4) 0 2x& 2" TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS FULL HEIGHT ANCHOR 6"MAX. EITHER SIDE OF LATE h� HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARW LL SIMPSON H2.5T 0 LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE THREADED___ ROD 0 PLATE NAILING: © 0.131x3" TOE NAILS: OF (3) @ 2x4, EMBEDMENT DEPTH (4) @ 2x6, '/2 0 (5) @ 2x8. 4 PT. SYP#2 SOLE PLATE SYP#2 DBL. TOP PLATE EXISTING CMU/LINTEL TO REMAIN 1_6xW/16" STEEL ANGLE 5/8" THREADED ROD EPDXIED 6" MIN. PROVIDE SCREEN TUBES AT U N GROU TED CELLS. SECTION A -A STEEL ANGLE INSTALLATION SEQUENCE 1.) CUT �Ij6" GROOVE IN EXISTING CMU WALL 2.) FILL CELLS WITH GROUT 3.) SLIDE IN STEEL ANGLES 4.) INSTALL BOLTS 5.) REMOVE WALL BELOW ANGLE FOR NEW OPENING BUILDEN. MAY CHOOSE EITHER THE DROPPED HEADER ONDITION OR RAISED HEADER CONDITION TYPICAL DOUBLE TOP PLATE SPLICE '-0" MIN. SPLICE LENGTH (16) 0.131x3" NAILS VE Y SPACED SYP#2 HEADER, F PER PLAN 4'-0" MIN. I_ RAISED HEADER -_-_ ------ ARCHED ARCHED -- TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE FOR SILL SIZE AND CONN. EACH END WALL FRAMING AT 6 TYP. WALL SECTIO S EXISTING FOUNDATION WALL FRAMING AT RAISED HEADER CONDITION (3)ROWS OF 33/8" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN Fj 14" LVL 2x6 POST 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" = V-0" PLAN SOLE FULL HT. DOUBLE PLATE ANCHOR TOP PLATE. WALL STUD n. I _ OR POST. O AT SILL PLATE ELEVATION � � � A FULL HT. ANCHOR AT TOP PLATE HT. HOR FULL HEIGHT ANCHOR INSTALLATION CHART THREADED___ ROD 0 _® IWOOD PI -ATE '-IOL':= /11 _.12-0 © WASHER SPEC. (D OF CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/g '/2 0 2x2x'/s 4 4 2" 3 1 /2 5/g' 9/,s 3x3x'/4 6 6 2Y2 3 5/8 3/4 3/4110 3x3x1/4" 10" 10" 2Y2„ 3" r00000, MONO STEM MONO STEM FULL HEIGHT UPLIFT ANCHORS SCALE: 3/4" = 1'-0" TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED DROPPED HEADER SYP#2 HEADER, FULL HEIGHT PER PLANS ANCHOR, SEE PLAN FOR SIZE - AND LOCATION WINDOW SI EE SCHEDULE FOR SIZE AND CONN. EACH END 12" 1'/2 ' MAX. MIN. WALL FRAMING AT FROM SOLE PLATE BREAK DROPPED HEADER CONDITION ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131%3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING-- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN JU t r'LFA I t HINI;NUN: '0 x 6" LG (MIN " EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x PLATE WASHER, SEE SCHEDULE BELOW WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END S 4'-4" WASHER SPEC. (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" 2x2x /s (2)2x4 SPF #2 (5)12d TOE NAILS 5 8'-4" 2x2x'/B " (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" N/A (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SOLE PLATE ANCHOR SCHEDULE THREADEE' ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40 16' 2x2x /s 3 /2 1 3/4 1/2 48" 24" 2x2x'/B " 31/2 " 1 3/4" MASA 48" 24" N/A N/A N/A Lou PontiBo and Associates, Inc. I 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P ON J ��GENS• .O' No. 1 STA E F - Luis A. PontiBo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM -11 IE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF: A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAY INGS OR CONTACT THE E.O.R. BEDROOM 139 5Gc F" '1 - BEDROOM BEDROOM 123 5Q FT N LIMING 169 5Q FT BEDROOM 124 5Q FT FIREPLACE DEN 211 5Q FT m BATH 705QFT DINING cv 144 5Q FT HALL 465a FT LIVING -----� 298 5Q FT HOFFMA KITCHEN 96 5Q FT O PORCH I 175 5Q FT 1'-3" KITCHEN ; MASTER CLOSET 33 5Q FT 5'-10" EXISTING PROPANE TANK HVAC LAUNDRY 60 50 FT MASTER BDRM 161 5Q FT RE51 DENCE A5 -BUILT PLAN 14' E(?t 2'-1 " m Nr ELECTRICAL BOX LOCATED HERE INDEX OF ARCHITECTURAL PLANS Al GENERAL NOTE5 A2 A5—BUILT PLAN A 51 DEMOLITION PLAN A4 FRAMING PLAN A5 ELEVATION5 E1 ELECTRICAL PLAN P1 PLUMBING PLAN GENERAL NOTE5: Construction from these plans should not take place without the assistance of a construction professional. Issuance of plans from this office shall not relieve the builder of responsibility to review and verify all pians, dimensions and details, and their adherence to applicable building codes; prior to commencement of construction, All dimensions are approximate due to the nature of any renovation to an existilig structure and should be verified before construction. The sub contractor shall be responsible for project safety under the requirements of O.S.H.A. All work shall be in strict compliance with the 2017 Florida Building Code, Residential, and County Building Department. Exterior walls on the original portion of the house are concrete block. Exterior wail on the addition are 2x6. All interior walls are 2x4, unless noted. All angles are 45 degrees unless otherwise noted. All interior and exterior floor & step finishes shall have a non -slip finish to meet ASTM C1028 static coefficient of friction minimum of 0.6. All wood in contact with masonry, concrete or earth shall be pressure treated appropriately for the condition. ALL INFORMATION PROVIDED ON THESE PLANS MUST BE VERIFIED BY OWNER, BUILDER, CONTRACTOR AND ENGINEER PRIOR TO CONSTRUCTION:.. ®mo 0Ln Z u — z z z i m a 2 f 0 <L z C 2: LLJ 0 �zrr_ 1 <c 0� � cZ cc �����WO > w � <tcnt3>snLL z (T) 1,u (T) 0 V--- CV L U LL_ 1 T_ LUra uu _In Min <E S-•—• � s� � a r i i s OW > W �W h UJ 0 2 ®mo 0Ln Z u — z z z i m a 2 f 0 <L z C 2: LLJ 0 �zrr_ 1 <c 0� � cZ cc �����WO > w � <tcnt3>snLL 3/26/2018 SCALE: \14-=- -011 SHE ; ® II l E (T) 1,u (T) V--- CV L U LL_ 1 T_ 3/26/2018 SCALE: \14-=- -011 SHE ; ® II l E DEMO NOTES: FLOORING: REMOVE FLOORING IN KITCHEN AREA, LAUNDRY & MASTER BATH, HALLWAY TO REAR KITCHEN & REAR BEDROOM. KITCHEN: REMOVE ALL CABINETS, COUNTERTOPS, FIXTURES & APPLIANCES. ( FRIDGE & 015HVNA5HER TO BE KEPT FOR REUSE). GAP OFF PLUMBING. REMOVE WALL BELOW 3'X3' WINDOW OVER SINK TO ALLOW FOR A NEW 3' OPENING LEADING TO NEW FAMILY ROOM. REMOVE HALF WALL WITH CABINETS DIVIDING KITCHEN & DINING ROOM. LAUNDRY: REMOVE WASHER & DRYER. REMOVE LAUNDRY ROOM DOOR & WALL5. REMOVE WATER HEATER & PREPARE FOR NEW TANKLE55 WATER HEATER OUTSIDE LAUNDRY ROOM. PREPARE HVAC TO MOVE TO NEW LOCATION. REMOVE EXISTING WINDOW. MASTER BEDROOM: REMOVE MASTER ENTRY DOOR AND WALLS ADJOINING KITCHEN. REMOVE DOOR & WALL OF LARGE CLOSET. LEAVE WALL DIVIDING CLOSET & BEDROOM. REMOVE BI -FOLD DOORS, POCKET DOOR TO BATH AND WALL OF MASTER THAT ADJOINS BATHROOM. MASTER BATH: REMOVE INTERIOR WALL5, SHOWER, TILE & FIXTURES. DEN: REMOVE WE5T FAGING DOUBLE DOORS. REMOVE FIREPLACE AND CHIMNEY. REMOVE EAST FACING DOOR & WINDOWS & WALL TO GIVE OPEN ACCESS TO PORCH AREA. (New Family Room) PORCH: REMOVE DOOR, CLOSET, AND ENTRY VESTIBULE TO REAR APARTMENT. REMOVE WATER HEATER & WATER HEATER CLOSET. REMOVE SCREEN ABOVE HALF WALL AND SCREEN DOOR. REMOVE PORCH WALL BELOW SCREEN BETWEEN POSTS, AND PREPARE FOR NEW WALL, WINDOWS & DOOR. REMOVE BIFOLD DOORS TO REAR APARTMENT. REAR PORTION HOUSE 15 WOOL FRAMING a NO EXISTING PROPANE TANK <,REATE OPENING REMOVE /SGREEN AND 1l2 WALL REMOVE WINDOW, i AND DEMO WALL SAME }E 4'PORTION FOR NEW 3' OPENING! DOOR. FILL IN SPACE. NE�-4 DOOR I I ( x i ry I I Iry 1 I Q C w I pS�I.�I d � a�ZaUl��'a'O j ( u W wa Tua��in ' Q nQwr-Q=0Lu 1_n u�-Mn� x LL. Lu Q�g�Lu Wa C. y cY] USF-za0w�azz I i �_n Wit-m0zP- i L0I.LUU-jC3a.0>' �,[-00F� Z 0 � Z 0 I ? + -'� 0 C �1 D 2-1 u) v� 0 Lu C- Q U i 5 Lu<v�m C� 06 0 W � ,.� � _j�}�! I-<Ccl)C�?Uig i Lu Lu to U� AC � LL Z LL Chi i I 1 m �I 0 i a I ci `� � I I � z r� DATE: i 3/26/2018 I SCALE: 11/4`►�1�_0�� I SHEET: I A -2 s=— W c� W >- �m m0 �w Ow } W rY w m w m o 1NALL DETAILS (TYP.) DOUBLE TOP PLATE 2x FRAMING MEMBER - 2x SILL ---- - INTERIOR FINISH Interior Wall (tvp.) 111=1'-01' 1 11=1'-0" FRAMING NOTES: MASTER BEDROOM, MASTER BATH, LAUNDRY AREA: FRAME NEW WALL5 IN MASTER ENTRY, MASTER BEDROOM, MASTER GL05ET5, MASTER AREA LINEN CLOSET, DINING ROOM, MASTER BATH, LAUNDRY & NEW PANTRY, ADDING NEW DOOR & BARN DOOR LOCATIONS AS SPECIFIED ON PLAN. NEW FAMILY ROOM AREA: FRAME NEW WALL5 IN EXISTING PORCH AREA. ALLOW FOR THE PLACEMENT OF NEW WINDOWS & DOORS AS SPECIFIED ON PLAN. KITCHEN: FRAME DOWN CEILING TO MATCH CEILING IN NEW FAMILY ROOM AREA AT APPROX q'-2". FRAME NEW SOFFIT AREA OVER KITCHEN ISLAND. FRAME FOR FIREPLACE CHASE. EXTERIOR WALLS ON THE ORIGINAL PORTION OF THE HOUSE ARE CONCRETE BLOCK. EXTERIOR WALL ON THE ADDITION ARE 2X6. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED. ALL ANGLES ARE 45 DEGREES UNLESS OTHERWISE NOTED. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON -SLIP FINISH TO MEET ASTM C1028 `'TATIC COEFICIENT OF FRICTION MINIMUM OF 0.6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. OT = TEMPERED GLASS E0= EMERGENCY ESCAPE & RESCUE OPENINGS ©= 20 MIN. FIRE -RATED DOOR W/ SELF CLOSING HINGE ENGINEERS STRUCTURAL z 0 c_ cr) w TANKLESS WATER HEATER Lk) CRITERIA MAY OVERRIDE w >- DOUBLE TOP PLATE SHOWN DETAILS. FOR U212496 -B36R -B36R Lex --amu REFRIGERATOR STRUCTURAL AND STRAPPING INFORMATION, REFER O 36.22" a ck) ENGINEERING PLANS FINISH SIDING t A-4 - A-4 CkZ MEMBRANE rn i- INSULATED WALL CAVITY SHEATHING INTERIOR FINISH - -- 2x FRAMING MEMBER o I WITH TILE __Jj 2x TREATED MUDSILL -'w I SILL SEALER - - - —4�E 6 WALL 4" CONCRETE SLAB W/ CAST -IN-PLACE r?1 II CONTINUOUS PERIMETER THICKENED EIN D SLAB ANCHOR BOLT _ u - REINFORCING STEEL AS REQUIRED LU lu� I I - , J J Ji .J Lj U u u IT I I �- VAPOR BARRIER _ I _ 4" GRAVEL UNDISTURBED SOIL Exterior Wall (tvD.) On (— Thickened End Slab 1 11=1'-0" FRAMING NOTES: MASTER BEDROOM, MASTER BATH, LAUNDRY AREA: FRAME NEW WALL5 IN MASTER ENTRY, MASTER BEDROOM, MASTER GL05ET5, MASTER AREA LINEN CLOSET, DINING ROOM, MASTER BATH, LAUNDRY & NEW PANTRY, ADDING NEW DOOR & BARN DOOR LOCATIONS AS SPECIFIED ON PLAN. NEW FAMILY ROOM AREA: FRAME NEW WALL5 IN EXISTING PORCH AREA. ALLOW FOR THE PLACEMENT OF NEW WINDOWS & DOORS AS SPECIFIED ON PLAN. KITCHEN: FRAME DOWN CEILING TO MATCH CEILING IN NEW FAMILY ROOM AREA AT APPROX q'-2". FRAME NEW SOFFIT AREA OVER KITCHEN ISLAND. FRAME FOR FIREPLACE CHASE. EXTERIOR WALLS ON THE ORIGINAL PORTION OF THE HOUSE ARE CONCRETE BLOCK. EXTERIOR WALL ON THE ADDITION ARE 2X6. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED. ALL ANGLES ARE 45 DEGREES UNLESS OTHERWISE NOTED. ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES SHALL HAVE A NON -SLIP FINISH TO MEET ASTM C1028 `'TATIC COEFICIENT OF FRICTION MINIMUM OF 0.6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. OT = TEMPERED GLASS E0= EMERGENCY ESCAPE & RESCUE OPENINGS ©= 20 MIN. FIRE -RATED DOOR W/ SELF CLOSING HINGE ENGINEERS STRUCTURAL z 0 c_ cr) w TANKLESS WATER HEATER Lk) CRITERIA MAY OVERRIDE w >- SHOWN DETAILS. FOR U212496 -B36R -B36R I REFRIGERATOR STRUCTURAL AND STRAPPING INFORMATION, REFER O 36.22" a ck) ENGINEERING PLANS _j 4: ry A-4 - A-4 14'-1 1/16" FLOATING SOFFIT OVER ISLAND 1040DH 2115DH 11 I O= O '� � � m Q. Oo EXISTI PROP TAN 2'-4" �r cn 0 T_ 2668 E6 E7 ~s A- A-4 j WAG 61 qI, E3 FHEl n FH621L LA U NAO W3036 W2436 W2136 -51-5 It --_=- _ -- :RASE CLOSET X668 m N 1 IF= - O6 B MASTER LIVING CLOSET 1 m I 1 q'-511 531-35/51, 5q 5464 E2 A-4 81 -0 3/411- 563621 T T 583621 -e a P1245421 O 1 MASTER BDRM 1 q'-3 q/ 1611 -- HOFFMAN RESIDENCE FRAMING PLAN - 1/411=11 -011 m v- ELECTRIC,4 BOX LOCATED( HERE A TANKLE55 WATER HEATER I iii u(y z 0 c_ cr) w TANKLESS WATER HEATER I W3621TH W3621TH N15 3524 W362 4 w >- U212496 -B36R -B36R I REFRIGERATOR U152463 - -m _DEPTH 36.22" a E5 _ E 1 T_ _j 4: ry A-4 - A-4 CkZ m KITCHEN rn 8 B,6BH IJI I LINEAR GAS FAMILY ; FIREPLACE - -- i o a� o I WITH TILE __Jj TO CEILING -'w I I —4�E 6 WALL A-4 I 1 r?1 II C� o - 3 � -1 1/2 I �� � I I 2'-4" �r cn 0 T_ 2668 E6 E7 ~s A- A-4 j WAG 61 qI, E3 FHEl n FH621L LA U NAO W3036 W2436 W2136 -51-5 It --_=- _ -- :RASE CLOSET X668 m N 1 IF= - O6 B MASTER LIVING CLOSET 1 m I 1 q'-511 531-35/51, 5q 5464 E2 A-4 81 -0 3/411- 563621 T T 583621 -e a P1245421 O 1 MASTER BDRM 1 q'-3 q/ 1611 -- HOFFMAN RESIDENCE FRAMING PLAN - 1/411=11 -011 m v- ELECTRIC,4 BOX LOCATED( HERE A TANKLE55 WATER HEATER I iii u(y z 0 c_ cr) w (n w >- r : ,, Lu i < nuc] o� �- <7- Lf) - Z U - :D uj w°r°z�CL w'i000 QV)¢~¢_�� z�SC7=ZLL 7w Z W �w'z zF-D C7F�-za��a0° NCf U)0Zt- 0u-UUa0CLU� ~ E o �z _-;►-z 0 Lu z w 0 cr)� I no 0<:Dz�- Lp,0�� wE2 Lf) QQ �Lij<< co ��0 i� L1J Lu Lu J H } LIJ Q cn C) s to Ls. z 0 c_ cr) w (n w >- lu Lu GO LL U1 U T_ _j 4: 0 uJ ,) CkZ rn 0 IL -'w I i LU w i -- Q Ci tz w m r : ,, Lu i < nuc] o� �- <7- Lf) - Z U - :D uj w°r°z�CL w'i000 QV)¢~¢_�� z�SC7=ZLL 7w Z W �w'z zF-D C7F�-za��a0° NCf U)0Zt- 0u-UUa0CLU� ~ E o �z _-;►-z 0 Lu z w 0 cr)� I no 0<:Dz�- Lp,0�� wE2 Lf) QQ �Lij<< co ��0 i� L1J Lu Lu J H } LIJ Q cn C) s to Ls. .. 0 Lu n (D J 0% ¢ a- DATE: 3/28/2018 ISCALE: VARIES i (n lu Lu LL U1 U T_ ,) CkZ rn IL .. 0 Lu n (D J 0% ¢ a- DATE: 3/28/2018 ISCALE: VARIES i