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60 ARDELLA RD - COMMERCIAL REMODEL DRAWINGS i DESIGN SPECIFICATIONS GENERAL N Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: COMPONENTS & CLADDING ROOF SHEATHING SPECIFICATION . 2014 FLORIDA BUILDING CODE - RESIDENTIAL ALLOWABLE DESIGN PRESSURES "' " SHINGLE- MIN. /16, 24/16, P RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK NAILS © 6 O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): WITHIN 4 -0 OF ROOF EDGE. UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) 'a' = 4'-6" 5 WALL <SHEATHING SPECIFICATION Lou P o n t i g o a n d DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 -24.4 FLEXIBLE FINISH-MIN. 24/' 6, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE Associates, Inc. . /1'6' , ROOF INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 420 Osceola Avenue ROOF LOADING (cd=1.25) 50 +16.3 -17.9 +16.3 -20.6 lax. Keach, Florida 32250 TOP CHORD LIVE L LOAD 20 psf STUCCO FINISH,-MIN. 7/16 "1 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL Ph. 242-0908 Fax.241-9557 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 100 +15.5 -17.0 +15.5 -19.0 STUDS FL: CA# 8344 SC:CA#3579 BOTTOM CHORD LIVE LOAD 10 psf MASONRY SPECIFICATIONS; BOTTOM CHORD DEAD LOAD 5 psf ; • THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE MASONRY HAS BEEN DES[GNED ' IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1 -05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 N REDUCE BY 0.60 AS -PE PERMITTED BY 3/8 ,i{itlii �,', ABOVE WIND PRESSURES HAVE BEEN DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF /8 PLACED AT AN 8 TO 11 SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND >> '�,. P 0 T/G, DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION TYPE M OR S. TYPE N . MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. •`'°' `'''•• ' SHALL BE PERMITTED ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 N R T MASONRY UNIT CM M FLOOR FRAMING: LIVE LOAD L 360 & TOTAL LOAD L/240 0 _ L00 / CLADDING WALL ELEMENTS SHALL BE DESIGNS FOR BOTH No.5 3 • COMPONENT & CL DD CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1 , GRADE N-1 , NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm-1500 psi). GROUT ALL POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: CELLS, CONTAINING VERTICAL REI FORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". ALL EXTERIOR :• T F n-• . WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF '00 LINEAR INTERPOLATION IS PERMISSIBLE '•.• F Q.•;���� NDICULAR ASQ.(�,� Y, E: EI'UI NTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT °-•,r�0,�'••.., ,R, ASCE 7/10 #v� ••°���'��.��`'� ° r k V/ N A 7-10 -------------- 130 MPH FLUS = PRESSURE AND MINUS - SUCTION. REINFORCEMENT AT 1 ' 'O.C.'" TICALLY, (EVERY OTHER COURSE), BASIC WIND SPEED (ASCE ) ------------------ 1.00 , IMPORTANCE FACTOR ---- • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMI'N IS THE CLAY MASONRY (BRICK}: n Luis A. Pontigo, PE MEAN ROOF HEIGHT ----------------------- 12.0 FT RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & S ALL MEET BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. FL PE#53311 ROOF PITCH ---------------------------- 4/12 THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. CONCRETE SPECIFICATIONS: r � BUILDING CATEGORY ----------------------- II ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08 AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI REVISIONS DATE B a a AT` 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A' COMPRESSIVE STRENGTH OF 3000 PSI. EXPOSURE CATEGORY ---------------------- �� ENCLOSURE CLASSIFICATION -----------------ENCLOSED a a 1a INTERNAL PRESSURE COEFFICIENT -------------- .18 GENERAL. NOTES: FOOTING AND FOUNDATIONS: - DENOTES EDGE STRIP. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS SPECIFICATIONS DE ° MATERIAL ;"�' SEE C & C CHART RECOMMENDED TO VERIFY SUITA13LE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ! ABOVE FOR 'a' DIMENSION ORGANIC MATERIAL AND COHESI E (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU HARDWARE AND ANCHORS: I FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND PONTIGO8A550CIATESPRIOR TO ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH 0 a LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION MAKINGANY TIONSWHICH AY IELD VAR ASTM A 307 0 R ASTM F 1554 GRADE 36. MODIFICATIONS WHICH MAY VARY PLAN. IF FOOTING SIZE 'OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) FROMTHECONSTRUCTION TS. NY SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). a caNALTERNATI ALTERNATIONS WASHERS: a r , �� BEING APPROVED BY LOU PONMO& FIELD ALTERNATIONS MADE PRIOR T NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. o o UNLESS OTHERWISE NOTED ON RAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ASSOCIATES MAY RESULT IN METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO !____ _ ADDITIONAL ENGINEERING OR @ 48" O.C. OR ROD CHAIRS. PR VIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH INSPECTION FEES. EXTERIOR SHALL BE GALVANIZED. le [NOT ACTUAL PLAN] baa ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR e DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" CONCRETE SLABS ON GRADE: LARGER THAN REBAR SIX AND 1/g" LARGER THAN THREADED ROD SIZE. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR (u.O.N.) PREVENTION OF SUBTERRANEAN TERMITES. T ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUC S SCOPE OF SERVICE (DUAL CARTRIDGE INSTALLATION ONLY): SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 " SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE EPDXY: ITW RED HEAD A7 MEANS AND METHODS: METHODS. m REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR WOOD FRAMING SPECIFICATIONS: WELDED WIRE FA : SHALL BE ASTM A185. SEQUEN (WWF): 'CFS; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOROR ANY ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT B ( ) LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC THEM TO CONSTRUCT THE WORK IN LACCORDANCE WITH THE CONTRACT PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi DOCUk4EIN iS. ROOF COVERING SPECIFICATIONS: a LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE CONTRACTOR SHALL BE RE PONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE ENGINE:_'R ARE F HA BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION M-ANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL E MANUFACTURERS REQUIREMENT CLAY AND TILE ROOFS SHALL LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL RE WOOD PANEL SHEAR WALLS, WALL FRAMING AND REQUIRED SHEA HING AND METAL FLASHING AND VALLEY MATERIALS. 'CC HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DES GNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOTP FING: SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY WATER R00 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. W W k CD *%,no ►h , J Q - SIMPSON CONNECTORS WOOD FASTENINGSCHEDULE, . PLANABBREVIATIONS LEGEND AND UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL CONNECTOR SYP SPF FASTENERS FL# CODE TYPE ® BUILT-UP POST IN THE WALL TOP PLATE TO TOP PLATE FACE NAI 2-GUN NAIL'S @ 12" STAG. GABLE X-BRACE A35 450 450 12-8dx1 '/2" 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL, (2-16d) 3-GUN NAILS 1-16-1/2 HEADER SIZE, JACK AND KING STUD H 2.5T 600 520 5-8d EA. END 11478.3 DESIGNATES SHEARWALL. THE QUANTITY. DESIGN DBL. TOP PLATE TO STUD FACE NAI (2-16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF H8 620 530 5-1Odx1 '/2" EA. END 11470.3 - TOE NAIL 8d @ 6" GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING CRITERIA RIM JOIST TO TOP PLATE ( ) TC BE APPLIED. 8d @ 3/6 MTS12 1000 860 7-10dx1 '/2" EA. END 10456.3 G CEILING JOIST TO TOP PLATE TOE NAIL 1 (3-8d) 5-GUN NAILS NAILING:" „ 8d@3"/6DESIGNATES 8d„COMMONS @ 3 AND HTS20 1450 1245 24-10dx1 '/2„ EA. END 13872.3 0. . EDGE & 6 O.C. IN THE MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST, OVER PARTITIONS FACE NAI' (3-16d) 4-GUN NAILS FI LD" GENERAL CEILING JOIST TO ROOF RAFTER FACE NAIL. (6-16d) 8-GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ ADJACENT LG - Long NOTES 18-16d TO TRUSS BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d)--3-GUN NAILS , BM - BEAM MANUF - Manufacture HTT4 3480 3080 / 11496.2 BOT BOTTOM MONO - Monolithic RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS DoNOTAWINGS.IFA IMIE FROM l-'/8"O R 0 D TO FTG. B R G BEARING 0 C 0 n Center THESE DRAWINGS.IFA DIMENSION Is CMU CONCRETE MASONRY UNIT OSB - Oriented Strand Board UNCLEAR RL DR WINGS O THE (3-10d} 4-C�UN NAILS - ARCHITECruRARAINGSOR 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL HTT5 5250 4670 11496.2 DBL DOUBLE PERP Perpendicular CONTACT THEE.O.R 1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered - F - Pounds per Square Foot PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL. 16d@ 16" 0:'C. @EDGE EA EACH PS p q RECORDING STUDIO REMODEL LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch 4-1Od TO JOIST TOE NAIL 3-16d 4-GUN NAILS EOR ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED CONT. HEADER TO STUD ( ) EQ - EQUAL QT - Quick Tie CS SMD LAP 14-16d TO HEA STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EXT EXTERIOR REINF - Reinforce DATE HU410 905 785 10531.36 6-16d TO JOIST NAI N NAIL @ 8" FBC FLORIDA BUILDING CODE SF - Square Foot o5.1O1 SOLE PLATE TO JOIST/BLOCKING FACE (16d @ 16 ) GU FDN FOUNDATION SPF -Spruce Pine Fur CONTROL NO. 44 2200 5/,,"0 ROD w/ 12-16d 10849.6 ABUFT - FOOT SYP - Southern Yellow Pine .� � FTG FOOTING THRU - Through � TRUSS ID. 5 ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS " _ = RINK SHANK HDR HEADER TYP - Typical ��� � - N A N A SIMPSON EPDXY-TIE 11506.4 3x0.131 GUN NAILS 2 0.113 } SET / / � ,, HORIZ - HORIZONTAL UON - Unless Otherwise Noted :�^. .SII LPA No. 10-16d TO STUD/BEAM/POST 2%0.113"0 = 6d 21// x0.131 O = 8d LBS POUNDS VERT - Vertical ve MACK-16-00353 LTT20B 1675 1675 11496.3 3"x0.148"O = 10d 31 2"x0.162"O = 16d WWF - Welded Wire Fabric SHEET - 1_1/2 0 ROD TO FTG. 11/2 "xO.148"O = 10dx1 1/2 " 1 1 2"x0.131 "O = 8dx11/2 " LSTA12 805 695 10-10d 13872.5 Soso CS16 1705 1705 13-8d 10852.1 SHEET 1 OF 5 STEMWALL SCHEDULE _ l 4" CONCRETE SLAB ON Lou ['o n t i n a n d CMU GRADE w COORS REINFORCING #5 VERTICAL WALL 6x6 / W1.4x Associates, Inc. J REINFORCING. SEE PLAN. W1.4 WWF OVER 6MIL 1 TO 6 #4 VERT. ® 48"O.C. VAPOR BARRIER OVER 7 TO 10 4 VERT. ® 24"O.C. 420 Osceola Avenue # J EXISTING NEW TERMITE TREATED )ax. Beach, Florida 32250 STEMWALLS OVER (6) COURSES TO .. CLEAN COMPACTED FILL Ph. 242-0908 Fax.241-9557 HAVE TRUSS TYPE HORIZ. JOINT U-) FL: CA# 8344 SC:CA#3579 7//7/7 REINF. BETWEEN EVERY OTHER SLAB ON GRADE, COURSE. FILL CELLS SOLID. 4 4 Q a' SEE PLAN. 1#5 CONT. VERTICAL STEMWALL REINFORCING # 3/4 DEEP SAWCUT w/ ��.�: N GRADE OR CONC. ELASTOMERIC SEALANT DRILL 6" AND EPDXY �'C' �� a, SLAB, SEE PLAN. X (SEE SCHEDULE) W/ 6" HOOK INTO FOOTING. MATCH #5 VERTICAL SLA 1—#4x1'-6" HORIZONTAL No 1 • ` WALL REINFORCING LOCATIONS OR a a 4 SLAB ON BON GRADE, SEE PLAN DOWEL © 32" OC (TYP) 00 GRADE, �/ BEND INTO SLA GRADE, SEE STEMWALL / �\ B w/ 12 HOOK. �,- :4 DETAIL 1/S0.1 _ ST F LAN. CrN 4i �I, ,. „i k tis d. ��i •• •• ,� •--+ + • a d d Q NOTES: SEE GEN. NOTES FOR EPDXY ♦,'��SS •, • THICKENED EDGE » 1) PROVIDE SAWCUTS TO CREATE SPECIFICATIONS. APPLY I N rnrn +«s 8x8 APPROXIMATE 12 X 12' MAX. SQ. STRICT ACCORDANCE WITH : . MANUF. INSTRUCTIONS. Luis A. Ponti o, PE / w 1—#5 CONT. 2) SAWCUT CONC. SLAB WITHIN 4 TO FL PE#53311 10 x20 )# ROD CHAIRS (TYP.) C #3 @ 48"0.c OR " " 2 5 CONT. 12 HOURS OF CON C. PLACEMENT. t REVISIONS DATE 1 STEMWALL DETAIL 2 THICKENED SLAB EDGE SAWCUT DETAIL 3 4 NEW SLAB INTERSECTION w/ EXISTING S0.1 SCALE: 3/4" = 1'-0" S0.1 SCALE: 3/4" 1'-0" S0.1 S0.1 SCALE: 3/4" = 1'-0" 2x10 SYP#2 ROOF RAFTER A35 EA. @ 24" O.C.. FASTEN TO EXISTING FIELD ALTERATION STEP, SEE CONTRACTOR SHALL CONTACT LOU ST AND HOLD RAFTER TOP CHORD w/ 10d PONTIGO 8 ASSOCIATES PRIOR TO ARCH DOWN, SEE PLAN ® 6" O.C. STAGGERED MODIFICATIONS AANY TWHCHUMAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY SLAB ON ORCH SLAB ��`�_ FIELD ALTERNATIONS MADE PRIOR TO GRADE, x X x . BEING APPROVED BY LOU PONTIGO& SEE PLAN - #3x12 LONG DOWEL BARS EPDXIED ASSOCIATES MAY RESULT IN SLAB ON 4" ADDITIONAL ENGINEERING OR INTO EXISTING SLAB INSPECTION FEES. —x x x GRADE, (2 EA FACE OF NEW FOOTING III III I I SEE PLAN EXISTING TO EXISTING SLAB} ' II I I I I SLAB . f I I I I I " EXP. JOINT ' III I � /2 FILLER, SEE PLAN _ : : . : . :: , :.. ,. .. :....• :a y. NEW 1—PLY 16" 1.9E [� MTSM16 EA. LVL BENEATH EXISTING—/ MTSM16 EA z .d •`• - HATCHED MEMBERS MAY BE STEMWALL & FOOTING, "• . ' :: :�: Z RAFTER BOTTOM CHORD R M RAFTER • REMOVED AFTER NEW Ile) SEE 1/S0.1 ROOF RAFTERS AND RIDGE „ ARE IrJSTALLED 3 X — ❑ 3 MIN EXISTING MASONRY EXISTING MASONRYro MIN. FOOTING SIZE AND WALL WALL REBAR, SEE PLAN, J 5 STEMWALL DETAIL - Q 6 FOOTING S0.1 SCALE: 3/4" = 1,-0„ L.L / SHORING IS THE RESPONSIBILITY -> OF THE CONTRACTOR W K-7 SECTION O z C S0.1 SCALE: 3/4" = 1'-0" i TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME (RECORDING STUDIO REMODEL DESIGN/DRAWN/CHECKED CS / JMD/LAP DATE 05.19.16 CONTROL NO. TRUSS ID. LPA NO. MACK-16-00353 SHEET S061 SHEET 2 OF 5 CMU/CONC. BOND BEAM AT 8x8 PRE-CAST LINTEL, SEE 6/SO.2 FOR OVERALL LINTEL TOP OF WALL, SEE 2/SO.2 DEPTH AND REINFORCING 4 44 1 Lou onti8o and Associates, Inc. 4 420 Osceola Avenue 8" CMU WALL--, JAMB REINF. TYPICAL WALL Jax. Beach, Florida 32250 AS PER PLAN .\--REINF. SEE Ph. 242-0908 Fax.241-9557 SEE 3/SO.2 SCHED. ON PLAN. FL: CA# 8344 SC:CA#3579 P ON r� �\O -4 FOR OPENING OVER 4 4 FOR OPENING TO 4t-4** N 0. TO 9'-4" WIDE, PROVIDE WIDE, PROVIDE 1-#5 25" LAP MIN. 1-#5 VERTICAL EACH 2-#5 VERTICAL EACH VERTICAL EACH SIDE CORNER, INTERSECTION, F ROOF SHEATHING S SIDE OF OPENING. OF OPENING. @ SPACING INDICATED '00 SEE SPECS OR\ ON PLAN OR SCHED. krj WALL ELEVATION !el-4 ROOF RAFTER/CEILING fill 1111"1111211% HOOK VERTICAL WALL REINF. AT JOIST, SEE PLAN 0- OP OF WALL INTO CONC. TIE L u i s A. Pontigo, PE _j TYPICAL WALL _j F L P E#5 3 3 11 BEAM OR CMU BOND BEAM. IF OPENING, < 12d COMMON WIRE NAILS REINF. SEE 3: z WALL TERMINATES AT STAB, SEE PLAN EA. END INTO RAFTERS. . ................ SCHED. ON HOOK REINF. INTO SLAB. rREVISIONS DATE V) PLAN. 5 HORIZONTAL TIE BEAM 0 (TYPICAL # z REINFORCING (ONLY ONE -= ZO a_ LIJ Vi < PLAN VIEW AT TYPICAL 0 bi I �_ BAR SHOWN FOR CLARITY). J < V) 0- Uj V) FILL ALL CELLS SOLID a- 0 'A : .:: < w z bi <== LLJ WINDOWZDOOR OPENING I V) 0 a_ WITH GROUT THAT Ld V) 0 V) OTSM16 EA RAFTER Ld REQUIRE VERTICAL V) 0 z REINFORCING AND ALL CMU JAMB REINFORCING 4 TYPICAL HORZONTAUCORNER SPLICE CELLS BELOW GRADE. TYPICAL P.T. PLATE 0 JOINT REINF. V) 2x8 P.T. SYP#2 w/ '/2 0 :'LACE ROOFING FELT SO.2 S ALE: 3/4 _099 SO.2 SCALE: 3/4 is-Op$ St z x8" A.B. @ 24" O.C. w/ rFIELD ALTERAT=ION AT 16 O.0 Z C) 3ETWEEN ROOF RAFTER/ < 2x2xY8" PLATE WASHER CONTRACTOR SHALL CONTACT LOU I F- EILING JOIST AND CMU CL C) V PON71GO 8 ASSOCIATES PRIOR TO T_ ui LLJ A MAKING ANY STRUCTURAL FIELD CL Uj v) LLJ V) MODIFICATIONS WHICH MAY VARY < LIJ z Lij bi FROM THE INTENT OF THE ORIGINAL 0 0 a- CONSTRUCTION DOCUMENTS,ANY _J11 V) z 8 x8" BOND BEAM, FIELD ALTERNATIONS MADE PRIOR TO u co _=> < -#5 CONT. w/ 1 ASSOCIATES MAY RESULT IN #5 CMU WALL w/ 1 INS CTION FEES. DWLS. TO MATCH 0.C. VERTICAL REINF. 7 VERTICAL @ 48 0 FA_� I - - w (TYP. U.N.0.) v I I 0 PLAN SECTION F-: CLEAN OUT HOLE U) - 11 8 a- LLI (f) (') - AS REQUIRED 8 CMU WALL. < w z Uj 0 _j V) 0 a_ _j 0 0 __j 8 WALL FOOTING OPEN BOTTOM OPEN BOTTOM U-) Z SEE PLAN LINTEL BLOCK, LINTEL BLOCK, 0 0-/ 1-#5 BOT. WITH 2-#5 TOP FASTEN 2x8 P.T. SYP#2 0100 & 1-#5 BOT. HIGH HT. GROU11ING NOTES: -- SLAB ON GRADE, DOW/DOOR BUCK TO 8 WALL SECTION. 1. MAXIMUM GROUT POUR HEIGHT SHALL Id - SEE PLAN. is Ox2 " TAPCONS 0-opp. CMU W/ 1/4 3/4 SEE 1/SO.1 FOR BE 12 LB-0. LB-1 @ 24 o.c INSTALL 3 MIN. FOOTING SIZE AND LOW HT. GROU'111ING NOTES: 2. IF HIGH LIFT GROUTING IS USED, REINF. REINFORCING. EACH SIDE. z:_'z' 1. USE 5'-0" GROUT POUR HEIGHT FOR SHALL BE FULL HEIGHT AND A CLEANOUT IX, NOTES: BAR SIZES #3 THRU #5. HOLE IS REQ'D AT CELLS WITH REBAR. 4�_ 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. ask \v \ .4- 2x8 P.T. SYP#2 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. "'MOO z 2. USE 5'-0" GROUT POUR HEIGHT FOR 3. GROUT SHALL BE PLACED IN 5' LIFTS 4.1 WINDOW DOOR BUCK 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. BAR SIZES #7 AND ABOVE. TO PREVENT BLOWOUTS. 4) GROUT LINTEL SOLID. 4 -4 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. 3. SEE SPECIFICATIONS AND STRUCTURAL 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. CELL SIZE. TYR WALL SECTIONS STRUCTURAL WINDOW/DOOR BUCK TYPICAL CMU LINTEL U TYPICAL WALL REINFORCEMENT K2 0$ 1 9 Ots ��SCALE: N.T.S 2x6 SYP#2 BLOCKING BETWEEN SO.2 SC LE: 3/4" 1'-0" SO.2 SEE 1/SO.2 FOR INFORMATION NOT SHOWN. SO.2 SCALE: 3/4 EA. TRUSS. FASTEN TO TOP 2x6 SYP#2 NAILER PLATE w/ 10d @ 41, O.C. 2x8 P.T. SYP02 NAILER FASTENED TO TOP - PLATE w/ 10d @ 3" O.0 FASTENED TO TOP OF f-WALL w/�/16%3f$ L ' 4-12d TOE H2.5T AT EACH TAPCONS @ 12" O.C. 2X6 P.T. SY #2 NAILER NAILS (2 EA OUTLOOKER FASTENED TD TOP OF SIDE) WALL W/�Y16�3-XY 2x4 BLOCKING 2x4 SYP#2 OUTLOOKER 11 is I TAPCONS @ 12 O.C. BETWEEN OUTLOOKERS @ 24 O.C. V 1. ..... .... H2.5T AT EACH FACIA, SEE ROOF PORCH SHEATHING, OUTLOOKER SHEATHING HEADER PORCH SHEATHING, ARCH SEE SPECIFICATIONS END 4-12d TOE ROOF JOIST SEE SPECIFICATIONS BELOW BELOW NAILS (2 EA 2x4 SYP#2 OUTLOOKER SEE PLAN @ 24" O.C. SIDE) 2x6 SYP#2 LEDGER, HEADER & SUPPORT PORCH PARALLEL PORCH (2)MSTA24 ROOF FASTEN TO WALL STUDS POST, PER PLAN. 2x4 BLOCKING pp TO WALL PERPENDICULAR. STRAPS PARALLEL PERPENDICULAR BETWEEN OUTLOOKERS SHEATHING w/ 4-10d @ 16 O.C. 4-12d TOE NAILS TYPICAL TO WALL ROOF JOIST, WALL SHEATHING, 2 EA SIDE) DETAILS TO WALL TO WALL SEE PLAN SEE SPECS H2.5T @ 24 16 GUAGE POST BASE: ROOF SHEATHING PER, U U �ft "0/ 32" O.C. 2x6 SYP#2 LEDGER, Eff X FASTEN TO WALL STUDS CONSTRUCTION SPECS. STRAP w/1 1- POST 24" 16 GUAGE 4x4 POST: ABU44 4-12d TOE NAILS 0 0 w/ 4-1 Od @ 16 10dxlY2" EA. END - BELOW STRAP w/1 1- 6x6 POST: ABU66 ROOF TRUSSES FACI A, SEE 0 Al OR 01 ST. ARCH '(2 EA SIDE) 0 0\1 I 1Odx1Y2" EA. END .: �N N m DO NOT SCALE DIMENSIONS FROM CEILI�G HEI 2 GHT EXISTING ROOF -092 THESE DRAWINGS.IF A DIMEENSION IS PORCH. @ 10 UNCLEAR REFER TO THE I CEILING JOIST AND TRUSSES AND I ARCHITECTURAL DRAWINGS OR 0. CONTACT THE E.O.R. PORCH HEADER N14 SLAB 2X6 P.T. SYP#2 NAILER RAKED 2x4 @ 16' SHEATHING, SEE PLAN I 0 SHEATHING SEE PLAN HTS16 FASTENED TO TOP OF C. PONY WALL CEILING JOIST AND PLAN NAME STRAPS d WALL W/�1'6"XY H2.5T @ 32"O.C. 2x8 PONY WALL NA- MSTA24 9/8" ROD TAPCONS @ 12 O.C. HEADER PER PLAN --,,,,,, 16)1 O.C. SHEATHING, SEE PLAN (RECORDING STUDIO REMODEL STRAPS EPDXIED 6" MIN DESIGN/DRAWN/CHECKED PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF 9 6-12d 2x8 P.T. PLATE w/ Y2" THREADED CS / JMD/LAP PORCH HEADER PORCH HEADER PORCH HEADER BOT. OF BEAM 6-12d RODS EPDXIED 4" MIN @ 36" O.C. DATE UPLIFT $-C---------------- MSTAM24STRAP AT CORNER POST AT POST AT POST @ 8 05.19.16 CONNECTO AT 48 O.C. CONTROL NO. PORCH SHEATHING SPECIFICATIONS: SEE PLAN CMU LINTEL, EXISTING MASONRY 1/2 GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6 O.C. EDGE & FIELD SEE PLAN. WALL TRUSS ID. OR 3/. " (OR GREATER) OSI3 OR PLYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD HE4DER LPA NO. E �D MACK-16-00353 TYPICAL PORCH FRAMING DETAILS RAKED PONY WALL OVEP, BEAM RAKED PONY WALL OVER MASONRY SHEET '\�_2 �\�O2 �_2 r4 4� �.2 -F-i �2 ADOMO Ail SHEET 3 OF 5 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS NOTES: 1'/2" 1 V2ff HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF 1. TYP. CONNECTION AT STUD COLUMNS, (3) ROW OF 10d DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. STRUCTURES. THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY ° VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY STAGGERED °NAILS @ 8 O.C. (3)ROWS OF 5" (3)ROWS OF 63/4 2 SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING TRUSSLOK TRUSSLOK IN ADDITION TO ( ) PLYS °N �, Lou P o n t i g o a n d BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR I ENGINEERED WOOD ENGINEERED WOOD 2x4 MEMBERS: ° Associates. Inc. DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ' FASTENERS @ 24 O.0 FASTENERS @ 24 O.0 ° (1 ) ROW OF 10d ° ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY AS SHOWN AS SHOWN 420 Osceola Avenue ° DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING (4) ROWS 12d NAILS @ 4" O.C. ° )ax. Beach, Florida 32250 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AT 12" O.C. ° ° ° Ph. 242-0908 Fax.241-9557 BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER /�EA. SIDE. 2x6 MEMBERS: FL: CA# 8344 SC:CA#3579 MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL 3-PLY 4-PLY (2) ROW OF 10d DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING (3) ROWS 12d NAILS @ 4 O.C. CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 14" LVL AND GREATER AT 12" O.C. 2 PLY 3 PLY STAGGERED EA. SIDE. (� BEAM. BEAM. /� ®, 2 W 3 PLY A oo `l•/\b' r�\.�w.�►fa��(�+ I�S'S, F1 BEAMS 2x4 OR 2x6 POST 2x8 POST .��' �y:✓• � K000 1 BUILT-UP MEMBER FASTENING 11 ; �-o No. ' �r 1 OF S 00 V N A� 111i?INISSIIl11' POST FROM ABOVE Luis A. Pontigo, PE I FL PE#53311 r--------------------------------------------- I I ® , REVISIONS DATE ffiz/xI I CMU IN-FILL WALL I I I I I I I CMU IN-FILL CMU IN-FILL WALL WALL FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 2'-0'x 2'-0"x 12" DEEP I PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD FOOTING w 3-#5 EA. WAY I LTT20B FASTEN TO F TION MODIFICATIONS WHICH MAY VARY ' w/ Y2" THREADED E P IED 6" MIN. FROM THE INTENT OF THE ORIGINAL 0 TTO M. SEE 6/S0.1 I I CONSTRUCTION DOCUMENTS.ANY I I FIELD ALTERNATIONS MADE PRIOR TO I I i BEING ASSOCIATESDMAY RESULBY LOU T IN O& I I ADDITIONAL ENGINEERING OR I R 01� I 3)2x12-2/2 ISO ROOM INSPECTION FEES. I SO0 IVA I ISO ROOM I I I f 6' 0" j MU IN-FILL WALL POST FROM j ABOVE I m I o S ° I I [CONSOLE ROoM m EXISTING STRUCTURE TO REMAIN UNCHANGED UNLESS OTHERWISE NOTED. I I Cv EXISTING LTT20B, FASTEN TO FOUNDATI m 2'-0'x2'-0"x12" DEEP MONOLITHIC w/ Y2" THREADED ROD EPDXIE " MIN. I I r FOOTING w/ 3-#5 EA. WAY, I I FOUNDATIO BOTTOM. SEE 6/S0.1 I EDGE MATCH POST / I I FROM ABOVE. I I I LCL 3x12" LONG DOWEL BARS EPDXIED # I 4" INTO EXISTING SLAB I ❑ FASTEN NEW CMU WALL TO EXISTING w (2 EA FACE OF NEW FOOTING TT - I i K01�V�NF1��E ILL GALVENZIED CORRUGATED BUCK ANCHOR TO EXISTING SLAB L to A 0 Y 4 - FASTEN NEW CMU WALL TO EXISTING w - @ 16" O.C. VERT.. FASTEN TO EXISTING CMU Q ALVENZIED CORRUGATED / WALL ff » X 0 Z T L 0 @ 2 0 o IC I ED BUCK ANCHOR OFFICE W/'/4 0x21/4 TAPCON MASONRY ANCHOR (TYP) W w YP ., E D / .1 I @ 1 O.C. VERT.. FASTEN TO EXISTING CMU z i i w/t/4"0 2'/4" TAPCON MASONRY ANCHOR (TYP) EXISTING 0 z . STR PEACH END OF BEAM LINTEL 01- I I I I Op � Q I I 4 I I I Z � Z z w/ 2-MSTA24 STRAPS 9 0 � U) 0 I S0.1 I F= o �- ? z _ L vi � S0.2 � F- X � I - - - - - - - - - - - - - I I Xz � Q ELEC V) Q w j - - - w 0 w (if L (3)2x12 W � LL- C) - -- z "a4- -- -.r. --- -- -- -- - -- °-:-- Z --- QD 0 a. °y ° STOR GE 0 p Q a 4 v 4a °' c (' TORR E C.7 W I I BATHROOM �. d4 ° 44 ° Q ° I Q z ( I - Z Z ° a. a. a• -0. a I LLJ 0 W � BAT OOM W ZZ ZQ ZQ I 4 I ' . ° I o ILL LL » I �.I .O 77, a a a .a I. ../ U 2x8 SYP 2 CEILING ATTACH FOOTINGS BY DRILLING 6 d ONCRETE -SLAB w ° ATTA FOOTINGS BY DRILLING 6 U- # U AND EPDXYING 2-#5x2$-6)9 ( 4 /° I. I 0 JOIST @ 24 O.C. O # 4 � •.s" PLUMBING ACL MESH .� �.5°.LBS�CI�:Yp.�° � a AN EPDXYING 2-#5x2$-6$p 11 HORIZONTAL DOWELS (TYP). I a _a �4 d T',C�ONCRETE 4R 6x6. W1:4xVyl.4b. °a . aI ( HORIZONTAL DOWELS (TYP). ' PLUMBI G WALL (ORIENTATE AS SHOWN) o 1 ONC6•MI . VAPOR B R /2\�O- N.QA RIER I N so.1 a IN PREPARED .GLADE. 4 4. A 4 a a 4 d ° a _ I� So.2 2 RECEPTION 4 J I �, S0.2 ' a 4 v _ a a 4 a v 00 RLCEF TI e . v 4 ° ° Q I O X X ° = a4. °: 4 1 NEW 8" CMU WALL, I i N i NEW 8" CMU WALL, FOUNDATION SITT G a °. a m I N m 4 5 a a 4 � �. I 50.1 SEE 1/S0.2 J TTING I SEE 1/S0.2 AND 49 4 �. ° �- .� ( HUC48 HUC48 I ° HANGER T F C 10 0 HANGER FRAMING LB 0 LB 1 LB 0 PLAN C 4 2 a _ -a v _.� a� d d d ° a 4 ° S0.1 oN Q 2 F 0 ;4 F2.4 ° . PO F2:0 4 °�. �2a0 S0.1 cv II II N N ° a 4 Q r a ° N P O H X DO NOT SCALE DIMENSIONS FROM I ° "�' c Q ! C14 �- THESE DRAWINGS.IF A DIMENSION IS I ° ,I L-,4 •--�' a tee- Q ° �,V) ARCHITECTURAL DRAWINGS�11R � � 4 ^� UNCLEAR REFER TO THE ° a ° a� ° L ==L L =il CONTACT THE E.O.R 2 4 CONCRETE SLAB w/ (2)2x10 (2)2x10 (2)2X12 PLAN NAME 6x6 SYP#2 POST, FIBERMESH @ 1.5 LBS/CU.YD. SYP#2 SYP#2 SYP#2 (RECORDING STUDIO REMODEL FASTEN PER 7/SO.2 So.1 OF CONCRE E OR 6x6 W1.4xW1.4 DESIGN/DRAWN/CHECKED (TYPICAL 4 PLACES) WWF ON 6MIL VAPOR BARRIER 6x6 SYP#2 POST, SEE 7/SO.2 CS / JMD/LAP IN PREPAR D GRADE. (TYPICAL 4 PLACES) DATE 05.19.16 FOUNDATION PLAIN STRAP BEAM TO POST PER 7/S0.2 CONTROL NO. ff f " SCALE: 1/4 = 1 -o (TYPICAL) _ ® TRUSS ID. FIRST FLOOR WA - LL FRAMING PLAN SCALE: 1/4" = 19-00$ �� LPA NO. ► MACK-16-00353 SHEET FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 1/S0.2 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 1/S1.0 S100 SHEET 4 OF cj may. � Fr_ INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED 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 min VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING Lou Pontigo and BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR Associates, Inc, DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR REPLACE ANY Ja420 Osceola Avenue / x. Beach, Florida 32250 DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING Ph. 242-0908 Fax.241-9557 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY FL: CA# 8344 SC:CA#3579 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. p'0N�� ►.,,,�� Vz o. 3311 's E OF O, •.� O R . F \ �' idie,,,,' / • •@@11@@ � ��`1�� \ If (3) x4 KING POST, ON FASTEN TOP w/ 2-HTS16 AND BOTTOMS w/ 2—MTSM16 POST SITS ON NEW CMU IN—FILL WALL Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE W/ - - - c 7, 7777 A A. T a- 5! T I _j FIELD ALTERATION ` 7 CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO EXISTING ROOF TRUSSES TO So•1 M MAKING ANY STRUCTURAL CA ONSA VARY FIELD BE REPAIRED PER 7/S0.1 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELQ ALTERNAT10N5 MADE PRIOR TO BEING APPROVED BY LOU PONT1GO& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 0 0 -- -- SISTER 2x10 SYP#2 (3)2x4 KING POST, TO EXISTING TOP CHORD FASTEN TOP AND PER DETAIL 7/S0.1 BOTTOM w/ 2—HTS16 (o w rn r m'J J F nn 7 So.i EXISTING ROOF TRUSSES TO BE REPAIRED IPER 7/S0.1 m LL w 3)2>4 KING POST, ND BOTT — TSM16 Q ICN TENE7TE i W 2x8 RAKED PONY WALL BU TO REMAIN IS (U.O.N.) 011 �cE EXISTING MASONRY, S E 0.2 z </ FASTEN TOP w/ 1� HTS16 AND BOTTOM 9 z z W/ _ S0.2 Q ELEC Ln Q x � o LL w U_ z y zz g BATHROOM w :2 Q Z Q 10f U_ A3 EA A35 EA RA TER, RAFTER, Cl 0 (4'2 6" Q P I WALL 0 2 Uj of SO.2 N V- rn S0.2 E 0 C 0cn PAIR ROOF RAFTERS cv cv PAIR ROOF RAFTERS WITH CEILING JO ST (2)2x8 KING POST, ,- WITH CEILING JOIST BELOW, SEE 2/S0.2 BELOW, SEE 2/S0.2 ROOF (TYPICAL) FASTEN TOP w/ (TYPICAL) 2—HTS16 AND BOTTOM PLAN w/ 2-MTSM16 2x4 PONY WALL BUIL1 ON In Ld 2x4 PONY WALL BUILT ON BEAM, SIM. TO 8/S0.2_----, a? BEAM, SIM. TO 8/S0.2 DO NOT SCALE DIMENSIONS FROM SI (**�'8 SI M. THESE DRAWINGS.IF A DIMENSION IS 8 J UNCLEAR REFER TO THE SO.2 ARCHITECTURAL DRAWINGS OR S O.2 CONTACT THE E.O.R PLAN NAME RECORDING STUDIO REMODEL PORCH CEILING D>rslcNmRAwwcH�.cKEo (3)2x8 SPF#2 8 SHEATHING PER cs JMD LAP 2x4 RAKED PONY WALL POST So.2 7/50.2 DATE BUILT ON BEAM, SEE 8/S0.2 05.19.16 BEAM TO POST CONTROL NO. W 2—HTS16 TRUSS ID. ROOF PLAN LPA NO. SCALE: 1/40" = 1' 0" MACK-16-00353 SHEET S280 SHEET 5 OF 5 24'-0" EXISTING WALLS Building Summary SHOWN SHADED TYPICAL OccupancyType V Business INFILL TO 24'-0" Occupancy Load 12 People MATCH EXIST. RecordingStudio INSTRUMENT ROOM 0 Non- Sprinkler INFILL TO Area Tabulation 1perPeople)100 (12MATCH EXIST. m } FBC Existing Building (EB) Section 301 . 1 Level 3 6' SL. GLDOOR TYP. ISO ROOM ISO ROOM Q n MATCH ry EXIST Z o I 0 L SIDING TYP. CONSOLE ROOM /EXISTING 1 STORY INFILL TO BLOCK R IDENCE60 U MATCH EXIST. Not Vented it W o� � 0 0 M CMU TYP. , ■ � z W � ITgiE ETTE Vente u- FRONT ELEVATION SCALE: 1/8" = 1 - 0 ELEC 0 e � I A/C � 13ATHROOK4 _ 0 0 � o � pkt doer 0 Z 8,_3" 8'-3" o 0 - ADA � Q _ JRECEPTIdq Q � e INFILL TO Fc untain NEW 1 STO RY MATCH EXI T. = SITTING C3 Ld Vented BLOCK ADDITION 0o 00 Q 0 2'-8" 3'-0" 6'-O" 3'-O" 2'-8" Z REAR ELEVATION PCH o 0 SCALE: 1/8" = 1' — 0" 8'—O" 7'-6" s'—O" Q `" Signage- "R" for Light Frame Trusses 12'-4 " NEW ADA Signage Compliant 4PORCH Life Safety Path InformFLOOR PLANADDITION � SCALE: 1 4" = 1' - 0" 13'-74" •=tom 1 w r I \ RMEWEO FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH NFILL TO INFILL TO SEE PERMITS FOR ADDITIONAL , MATCH EXIST. MATCH EXI T. REOUIREMENTS AND CONDITIONS 1 PATE: U t REVIEWED BY: EAST ELEVATION ARDELLA ROAD SITE PLAN IE SCALE: 1/8" = 1' - 0" C i I 24'-O" ■ ■ EXISTING WALLS Nick Solar and SHOWN SHADED Air Systems , Inc. TYPICAL P . O . Box 14195 % INFILL TO MATCH EXIST. 24'-0" Jacksonville , I ert. CAC055558 INSTRUMENT State C _ ROOM o T I INFILL TO MATCH EXIST. x I OD a F 6' SL GLDOOR TYP. 00 ISO ROOM ISO ROOM _ � Q MATCH EXIST � o I En O W HARDILAP SIDING TYP. 1CO1 4SOLE ROOM I n /EXISTING 1 STORY z INFILL TO _ BLOCK � lMATCH EXIST. IM RESIDENCE # 60 C) u 120 1 Q E I zo i2x� � W CMU W a m TYP. VA VA a I VA ITCH FRONT ELEVATION ,Pio SCALE: 1/8" = 1' - 0" ELEC IZx6X'� r� 0 a A/C f��[ ATHRISTORAGEI 000 � icy pkt door t, 8"-3" rl 8'-3" o o 10 E_ 1 in INFILL TO 12-00 ECEPTI MATCH EXI T. ,ZOO N EW 1 STORY SITTING BLOCK ADDITION W E o 0 LO N Q REAR ELEVATION 2,-8"- 11 41 3'-°" 6,-�" 3'—O" 2'-8" o (30 PORCH 2i o I 0 SCALE: 1/8" = 1' - 0" 8,_0" 7,-6" 8,-O" a 12'-4j" NEW _ 1C) FLOORPLAN PORCH ADDITION SCALE: 1/4" = 1' - 0" 13--7j' r f I INFILL TO INFILL TO MATCH EXI T. MATCH EXI T. I EAST ELEVATION ARDELLA ROAD SCALE: 1/8" = 1' - 0" 1 SITE PLAN SCALE: 1/8" = 1' - 0" �..-•--•-•:..._.�.:........__•...:_.. ,....._:..........:............._.._......:...............:...................... ............................................................... ..... ...... . ....... _ ..... ..... .:.....: .... z � i £ Ox -Etc :11c 3 ? 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