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1927 BEACH AVE - NEW HOME STRU. DWGS DESIGN S CONSTRUCTION DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATIONS 2010 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN PRESSURES PRESSURES (PSF) 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR TRIBUTARY 27.1 GABA E + ROOF SHEATHING SPECIFICATIONS: UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR ®34.2 SLATE- MIN. 19/32, 32/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. -FIELD (AT GABLE ENDS DECREASE EDC DESIGN LOADS: ACTUAL AND UNIFORM 10 +30.2 _32.9 +30.2 -40.5 (8'x7') 4'-0" OF ROOF EDGE). ROOF FLOOR 2 CAR +27.1 ®29.5 +27.1 -34.2 GARAGE +25.7 WALL SHEATHING SPECIFICATIONS: ROOF LOADING (cd=1.25) (cd=1.00) 50 FLEXIBLE FINISH-MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE TOP CHORD LIVE LOAD 20 psf 40 psf D00 m31.2 LES 10 psf 100 +25.7 ®28.2 +25.7 - 31.2 (16'x ') INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BR TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) p TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 0 psf STUCCO FINISH,-MIN. 7/16", 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 DIMENSK BOTTOM CHORD LIVE LOAD 10 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUE (ASD). THE STUDS BOTTOM CHORD DEAD LOAD 5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 ASP RMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHERREDUCTION MASONRY SPECIFICATIONS: t SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH AS] ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FRAMING: LIVE LOAD L 360 & TOTAL LOAD L/240 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL FLOOR FRAM / ® COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGN D FOR BOTH TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTAL LATION -OF ALL FLASHING. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: CONCRETE MASONRY UNITS CMU : ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. 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 p.. MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS = PRESSURE AND MINUS = SUCTION. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL CO LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED ® DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMI GIS THE STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE FERMI BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CON I THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 C 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWI IMPORTANCE FACTOR ------------------ `. a BE A MINIMUM OF 6". MEAN ROOF HEIGHT --------------------___ 28.0 ITT ----------------------- ! a a CLAY MASONRY K): (BRIC ROOF PITCH ----- ------- VARIES a s ---- II I ®®®� BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BUILDING CATEGORY ------------ i � EXPOSURE CATEGORY -------------------- D CONCRETE SPECIFICATIONS: ENCLOSURE CLASSIFICATION -----------------ENCLOSED DENOTES EDGE STRIP. 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 CO1 ± .18 ��®e ABOVE cFHA RT OR DIMENSION CONCRETE AT GARAGE AND PORCH INTERNAL PRESSURE COEFFICIENT ------ ------ AT 28 DAYS ' H . SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. I GENERAL NOTES: 6, AAT ERIAL SPECIFICATIONS ®®®m FOOTING AND FOUNDATIONS: a� , a 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 HARDWARE AND ANCHORS: ° L�no ®®®off' to RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIES ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ORGANIC MATERIAL AND COHESIVE_ (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NO NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 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 DIMEN`. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBARSCOPE OF SERVICE UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL C DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 B/ LARGER THAN REBAR SIX AND 1/6" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE <. (U.O.N.) FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SEQUENCES;,. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY SHALL BE INSTALLED OVER MINIMUM 6 MIL .POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED DEARTH OR FILL WITH APPROVED CHE (DUAL CARTRIDGE INSTALLATION ONLY): OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF EPDXY: ITW RED HEAD A7 ACCORDANCE WITH THE C NTRACT PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12'x12' GRID WITH INY 12 HOURS OF CONCRETE PLACEMENT, I REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN A SLAB CALL EOR FOR ALTERNATIVE METHODS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCIJMLA!TS WOOD FRAMING SPECIFICATIONS: WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOc LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEM. SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE R- WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, PLL. iTACHED FASTENERS SHALL BE HO1 SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHE THING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED ENGINEERED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT PRE-ENGINEERED WOOD TRUSSES:.° TRUSS-TO-TRUSS CONNECTION, AN ANY SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND RITC .,10U:�a•ONTRACTOR SHALL VERIFY THAT ASPECIFICALLY ADDRESSED, INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES 'ARE THE RESPONSIBILITY OF THE DELEGAI ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91 CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOF ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE Ih MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S RE METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DE METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. S 6, A PS f-% I Im UIN TFASTEN' ING"N PLAA13bREVIATIU1`NS MEMBERS CONNEC ION FASTENER INTERIOR LOAD BEARING WALL UPLIFT BUILT-UP POST IN THE WALL CONNECTOR FASTENERS FL# CODE TYPE SYP SPF TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS @ 12" STAG. A35 450 450 12-8dx11/2" 10446.4 (2-16d) 3-GUN NAILS HEADER SIZE, JACK AN STRUCTUIR.JAIL I I`Nh TOP PLATE, LAPS/INTERSECTION FACE NAIL H6-1/2 D KING STUD H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD- FACE NAIL (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL. THE QUANTITY: _____ HIDDEN LINE DESIGNATES SIDE OF S0.0 H8 620 530 5-10dx11/2" EA. END 11470.3SW----®---- WALL THE SHEARWALL SHEATHING DESIGN CRITERIA AND GENERAL NOTES RIM JOIST TO TOP PLATE TOE NAL (8d @ 6") GUN NAIL @ 6" NAILING: TO BE APPLIED. 8d @ 3/6 S1.O FOUNDATION PLAN MTS12 1000 860 7-10dx11/2" EA. END 10456.3 CEILING JOIST TO TOP PLATE TOE NAL (3-8d) 5-GUN NAILS DESIGNATES 8d COMMONS @ 3" 8d@3"/6" S1.1 FIRST FLOOR FRAMING PLAN 1 ,� O.C. EDGE & 6" O.C. "IN THE HTS20 1450 1245 24-10dx1 /2 EA. END 13872.3 CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD" S1.2 SECOND FLOOR FRAMING PLAN MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS ADJ - ADJACENT LG - Long S1.3 THIRD FLOOR FRAMING PLAN MSTA36 2050 1870 13-10d EA. END 13872.8 S1.4 ROOF FRAMING PLAN JOIST/TRUSS TO PLATE TOE NAL (2-16d) 3-GUN NAILS BM - BEAM MANUF - Manufacture 18-16d TO TRUSS/BEAM 11496.2 BOT - BOTTOM MONO - Monolithic S1.5 GARAGE FOUNDATION & FRAMING PLANS HTT4 3480 3080 RAFTER TO PLATE TOE NAL (3-8d) 3-GUN NAILS BRG BEARING OC - On Center 1-5/g"� ROD TO FTG. S1.6 GARAGE TRUSS PLACEMENT PLAN 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAL (3-10d) 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 4670 11496.2 DBL - DOUBLE PERP - Perpendicular S2.0 STRUCTURAL DETAILS 5250 HTT5 1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAL (2-16d) 3-GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered S2.1 STRUCTURAL DETAILS 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @EDGE EA - EACH PSF - Pounds per Square Foot 10655.113 EE - EACH END PSI - S2.2 SHEARWALL DETAILS Pounds per Square Inch LUS28 930 780 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TRE ATED EQ - EQUAL QT - Quick Tie 14-16d TO HEADER . 10531.36 STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS EXT - EXTERIOR REINF - Reinforce HU410 905 785 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE N IL (16d @ 16") GUN NAIL @ 8" FBC -- FLORIDA BUILDING CODE SF - Square Foot FDN - FOUNDATION SPF -Spruce Pine Fur ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FT - FOOT SYP - Southern Yellow Pine ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through 3"x0.131"O = GUN NAILS x0.113"O = RINK SHANK HDR - HEADER TYP - Typical SET N/A N/A SIMPSON EPDXY-TIE 11506.4 HORIZ - HORIZONTAL UON - Unless Otherwise Noted 10-16d TO STUD/BEAM/POST 2"x0.113"O = 6d 1/2"x0.131"0 = 8d LBS - POUNDS VERT - Vertical LTT20B 1675 1675 11496.3 3"x0.148"O = 10d 11/2"x0.162"0 = 16d WWF - Welded Wire Fabric 1-1/2"9 ROD TO FTG. 11/2"x0.148"O = 10dx11/2 " 11/2"x0.131"0 - 8dx11/2 " LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 ..,.-.Z ROOF RAFTER a EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW SEE PLAN - ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES - ROOF SHEATHING THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. PER CONST. SPECF. Lou Pontigo and THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND Associates, Inc. OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE 420 Osceola Avenue SOLE RESPONSIBILITY OF THE CONTRACTOR. Jax. Beach, Florida 32250 (2)SIMPSON H2.5T Ph.242-0908 Fax. 241-9557 AT EA. RAFTER FL: CA# 8344 SC:CA# 3579 CONTACT US WITH YOUR COMMENTS SEE 51.1 FOR ENTIRE COVERED WALKWAY PLAN COMMENTS @ LP•A.COM E F G H J 9 79 f 79 f 17 77 7 77 'n`' ��q�@9p �� • '��L��j'r �. 9 -4 5 -1 8 -10 8)-1 0 5 -1 47 V113 (IQ ""Ej IPA #10 10- Ops 12"0 PIER FOOTING, SEE 2/51.0 (TYPICAL) `j (2)2x12 P.T. SYP#2 �a"'�` m"a I d 77_97) 89_07, HEADER BEAM.(BEYOND) (2)2x12 P.T. SYP#2 SIMPSON EXISTING FOOTING HUC410 HEADER BEAM. FASTEN _T (❑-P (❑ (❑1 (❑1 (❑ w TO POST W/2-5/8"0 S.S pEVISIONs DATE HATCHING DENOTES - - - __1' - ® - F ® 7F-3.0 F3.0 THROUGH BOLTS RETROFIT STEMWALL FOOTING AREA, PER 10/S2.0 TYP 1.0 - 2x10 P.T. SYP#2 sz.o7A FLOOR JOIST @ 16" O.C. 5Y"x5Y" WOLMANIZED 00 XIS TM3 da- I \-PSL OR POWER a_ 00 PRESERVED FIELD ALTERATION F2.0 F2.O N \ CONTRACTOR SHALL CONTACT LOU X WATER PROOFING, ANTHONY COLUMN PONTIGO a A550CIATES PRIOR TO MAKING ANY STRUCTURAL FIELD cV 3" STEP BY BUILDER MODIFICATIONS WHICH MAY VARY (\J I F3,® FROM THE INTENT OF THE ORIGINAL `� CONSTRUCTION DOCUMENTS.ANY U) I 79 3/4"PLYWOOD I BEING APPROVED BY LOU PONTIGO& FIELD ALTERNATIONS MADE PRIOR T° 1 /10 FT. SLOPE FLOOR DECK PER, ASSOCIATESMAYRESULTIN I ADDITIONAL ENGINEER NG OR CONST. SPECF. I NSPECTIONFEES. u Q I I X N a Si.O I (2)SIMPSON CS16 N o0 NEW HEADER 2x12 SYP#2 LEDGER STRAP I x BEAM, SEE PLAN _ I COMMON WIRE NAILS AND (2)9Y2" TJI 230 NEW BEAM, / d - F3.0 (3) SDS )/4"x3" WOOD HANGER oA END SEE PLAN ^I I SCREWS ROWS @ 16"O.C. o ~ POST: 5Y2"x5)/2" WOLMANIZEDLij Ce N PSL OR POWER PRESERVED w/MIU4.75/9 ANTHONY COLUMN N a- BEAM TO POST: 2pcs 5/S"O HOT DIPPED 5Y2"x5Y2" WOLMANIZEDz j GALVANIZED THROUGH BOLTS PSL OR POWER POST TO FOOTING PRESERVED N ABU66 w/5/8"Ox12"ANCHOR ANTHONY COLUMN X BOLT AND 12-16d Uj > N COMMON WIRE NAILS n* ^ 3" STEP WATER PROOFING, N F3.0 (TYPICAL (8) PLACES) BY BUILDER ,f r` %"PLYWOOD c`I 1 /10 FT. SLOT E FLOOR DECK PER, NIS EXISTING WOOD CONST. SPECF. I STAIRS TO BE F2 / REMAIN Lr- LIJ 7'-6 // 00 1 (2)SIMPSON CS16LLJ T -Clq-,2x10 P.T. SYP#2 � NEW HEADER 2x12 SYP#2 LEDGER STRAP FLOOR JOIST @ BEAM, SEE PLAN CONT. w/ 5-12d y (2)9,2" TJI 230 \1,NEW16" O.C. 10 k _ COMMON WIRE77 NAILS AND @ 19.2 O.C. BEAM, L.0 U S2.0 I (3) SDS Y4 x3 WOOD HANGER EA. END 1 SEE PLAN ;> SCREWS ROWS @ 16"O.C' w/MIU4.75/9 0 Z - - - - - - - - - - - - - (2)2x12 P.T. SYk#2 F3.0 F3.0 5Y2"x5)/2" WOLMANIZED PSL OR POWER HATCHING DENOTES ,-"PRESERVEDRETROFIT STEMWALL 7'-9" 8'-0" FOOTING AREA, PER ANTHONY COLUMN 10/S2.0 TYP. 2x10 P.T. SYP#2 11/4" P.T. SYP No.1 DECKING (2)2x12 P.T. SYP#2 JOISTS @ 16" O.C. W/ 2pcs-10d RING SHANK HEADER BEAM. FASTEN STAINLESS STEEL NAILS AT TO POST W/ PT 6x6 SYP#2 WOOD POST PLANNED ON 4 EACH INTERSECTION CONCEALED 2-5/8"0 S.S TI PL SIDES TO FIT IN STEEL TUBE EMBEDED BASE FLANGESA THROUGH BOLTS SCALE: 1/4" = 1'-0" BUILDER TO TRIM AT BASE TOHANGER CBSQ66-SDS 2 CONCEAL STEEL TUBE 4 CONC. SLAB COLUMN BASE ON GRADE & w/14-Y4"x2" SDS HOT DIPPED GALVANIZED STEM WALL d WOOD SCREWS HSS5x5xY4" EMBEDED BASE TO REMAIN. �- - w/(8)-�1/4"xY2"x2" SHEAR TABS 12"x12" CONCRETE (-SyM�O�S GEGEN® I I I WELDED ONTO EA. FACE OF TUBE EXISTING BEAM (2)2x12 P.T. SYP#2 BEAM. PEDESTAL w/ 4-#4 TO REMAIN VERTICAL DOWELS 1 f9 TIES @ 3" O.C., ---® DESIGNATES FOOTING LINE o i i i PROVIDE /2 WEEP HOLES EXISTING SIMPSON HUC410 - - - _ 3 FOUNDATION DESIGNATES STRUCTURE TO BE REMOVE r- JUST ABOVE SLAB _ _ WOOD POST 1=1 I I-I 1=1 1= III=1 1=1 11=111-I DENOTES NEW STUD WALL I I ° 111 "zkEXISTING I I � � . ° , a l II=III �� DENOTES EXISTING STRUCTURE ° . ° a ° - III EMBED DOWEL -111 SLAB-ON-GRADE EXISTING III=I - -_ -III 9 w/12 90p DESIGNATES SLAP RECESS �\ \� CONIC. FOOTING -III=1 I-III-I i I-I 1=1 1 1=1 1=1 1=111 HOOK DO NOT SCALE DIMENSIONS FROM / - THESEDRAWINGS. REFER RAWI DIMENSION THE IS ®®®® BEAM OR TRUSS, SEE PLAN 12" CON C. FOOTING R\/\ \/ _ I I / \) 6x6 - W1.4xW1.4 WELDED WIRE _ SEE PLAN ARCHITECTURAL DRAWINGS OR FABRIC WRAPPED AROUND TUBE N CONTACT THE E.O.R. CD °� AND EXTENDING FULL HEIGHT INTO PLAN NAME ®OTIN� SCHEDULE AND NOTES I i CONCRETE PIER FOOTING. \ DECK S E C TI CONCRETE PEDASTAL TovEY RESIDENCE TYPE LENGTH WIDTH DEPTH BOTTOM BARS \\\�\ ° \�� 1 1 12"X12" - 499#4 DESIGN/DRAWN/CHECKED/CLAP KED F2.0 2'-0" z'-o" 1'-0" 3-#5 EA. WAY BOT. a / 9f 51.0 SCALE. /2 1-1)-0 #3 TIES @ 3 O.C. / / # �/\ /\! 12 0 CONCRETE PIER FOOTING 09.2DATE 3 2014 F2.5 2'-6" 2'-6" 1'-O" 3-#5 EA. WAY BOT. F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. \\� .4 a CONTROL NO. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. \/\ a / N/A F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. �� C VS ® WALKWAY TRUSS ►D. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. i / / \/\\ 41921 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 2 POST FOOTING DETAIL LPA NO. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, \�� \\ GBNC-14-00456 STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR / \ \ S1•® SCALE: 3/4" = 1'- 0" REFERENCE ONLY, SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S 1 .U 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTIM D 1557. SHEET 2 oF11 i t� .:, __ '� � _ DESIGN S CONSTRUCTION SPECIFICATIONS DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOOR SHEATHING SPECIFICATIONS 2010 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN PRESSURES PRESSURES (PSF) 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON @ 6" O.C. EDGE & FIELD - DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, TRIBUTARY INTERIOR EDGE STRIP (PSF): 1 CAR +27.1 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) ZONE (PSF) 'a' - 4'-6" GARAGE ROOF SHEATHING SPECIFICATIONS: - SLATE- MIN. 19 32, 32/16, APA 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. WITHIN !� DESIGN LOADS: ACTUAL AND UNIFORM 10 , ®3 .2 / / }„_ry-^ ", +30.2 -32.9 +30.2 ---40.5 (8 x7 ) 4'-0" OF ROOF EDGE). Lou Pontigo and ROOF FLOOR 2 CAR ROOF LOADING (cd=1.25) (cd=1.00) 50 +27.1 ®29.5 +27.1 -34>2 GARAGE +25.7 WALL SHEATHING SPECIFICATIONS: Associates, Inc. TOP CHORD LIVE LOAD 20 psf 40 psf 420 Osceola Avenue p p DOOR ®3 2 FLEXIBLE FINISH-MIN. �/jg , 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE )ax. beach, Florida 32250 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf 100 +25.7 -28.2 +25.7 -31.2 (16'x7') INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. Ph.242-0908 Fax. 241-9557 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf FL: CA# 8344 SC: CA#3579 BOTTOM CHORD LIVE LOAD 10 psf 0 psf STUCCO FINISH -MIN. '/16 ", 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 TOM CHORD DEAD LOAD 5 psf 5 psf ® THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE STUDS CULAR TO THE WALL CONTACT US WITH YOUR COMMENTS � ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY COMMENTS @ LP A.COM DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCT ON MASONRY SPECIFICATIONS: ROOF FRAMING. LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED 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 28IS A FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 , DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM 01019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND �� °3`` COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH TYPE M OR S. TYPE N MORTAR MAY BUSED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. a POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WIND LOADING: ¢� x, 3 In ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. CONCRETE MASONRY UNITS (CMCJ w MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF - 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). GR p ( - p ) OUT ALL ° BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS PLUS PRESSURE AND MINUS = SUCTION. CELLS CONTAINING VERTICAL REINFORCEMENT 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". ,'yip®� op ®°® u OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR 1p _ LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED . DESIGN OF WINDOWS/DOORS -FASTENING TO THE WALL FRAMING IS THE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL COURSING SHALL BE RUNNING BONDS, BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR BASIC WIND SPEED (ASCE 7-10) -------------- 130 MPH .THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DIAMETERS. ALL EXTERIOR 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 REVISIONS DATE INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE IMPORTANCE FACTOR ---------------------- 1.00 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL MEAN ROOF HEIGHT ----------------------- 28.0 FT a BE A MINIMUM OF 6". ROOF PITCH ---------------------------- VARIES a CLAY MASONRY (BRICK BUILDING CATEGORY ----------------------- II I 9 ®�i BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK FACING BRICK' & HOLLOW BRICK, RESPECTFULLY. EXPOSURE CATEGORY ---------------------- ® e ° ENCLOSURE CLASSIFICATION -----------------ENCLOSED a CONCRETE SPECIFICATIONS: DENOTES EDGE STRIP, INTERNAL PRESSURE COEFFICIENT -------------- f .18 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 FIELD ALTERAT� ;�� SEE C & C CHART AT 28 DAYS � VE STRENGTH OF 2500 PSI ION CONTRACTOR SHALL CONTACT LOU = ABOVE FOR 'a' DIMENSION CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PONTIGO8ASSOCIATESPRIOR TO MAKING ANY STRUCTURAL FIELD Ilk Is MODIFICATIONS WHICH MAY VARY MATERIAL SPECIFICATIOINv GENERAL NOTES: FROM THE INTENT OF THE ORIGINAL i®®®® ®m®� CONSTRUCTION ANY FIELD AL ERNATIONSCMADE PRIOR TO BEING APPROVED BY LOU PONTIGO a a a ASSOCIATES MAY RESULT IN INSPECTION FEES. 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 ADDITIONAL ENGINEERING OR HARDWARE AND ANCHORS: NOTIFIED. SOIL SHALL B,TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOILTHE ENGINEER SHALL BE ANCHOR BOLTS 8c THREADED ROD: SHALL BE IN ACCORDANCE WITH � � RECOMMENDED�®®� ��®®� � E FREE OF I ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] 7r 7r 2r ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS ELECTRICAL EMBED NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. S, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO 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 EXTERIOR SHALL BE GALVANIZED. PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SCOPE OF SERVICE DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" UNLESS OTHERWISE NOTED ON DRAWINGS, 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 Lj LARGER THAN REBAR SIX AND V," LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: @ 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS (U.0.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONS13LE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR AN 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 FORU U EPDXY: ITW RED HEAD A7 OTHER PERSONS PERFORMING THE WORK FOR THE FAILURE FOR ANY OF PREVENTION OF SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12x12GRID WITHIN 12 !-TOURS OF CONCRETE PLACEMENT PROVIDE SAWCUT REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE ANCE WITH THE CONTRACT ' ' S THROUGH OUT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DO`CUMEi>1TIS. SLAB CALL EOR FOR ALTERNATIVE METHODS. Z W I I WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES WOOD FRAMING SPECIFICATIONS: U. LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS NDS FOR WOOD CONSTRUCTION, LATEST -EDITION. ALL WOODaft SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE (NDS) MEMBERS EXPOSED TO WEATHER OR IN CONTACT LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, A`L 'T ACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED -WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA TPI AND AITC :10U"." CON SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS : SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY . 0 ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES -ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: >- W ff THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM 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 METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: U Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. is SIMPSON CUININECTO�RS WOOD FASTENING SCHEDULE PLAN V I 1 I UPLIFT MEMBERS CONNECTION f CONNECTOR SYP SPF FASTENERS FL# CODE TYPE FASTENER INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL A35 450 450 12-8dx11/2" 10446.4 TOP PLATE TO TOP PLATE FACE NAIL 2-GU NAILS @ 12" STAG. H2.5T 600 520 5-8d EA. END 11478.3 TOP PLATE, LAPS/INTERSECTION FACE NAIL - (2-16d) 3-GUN NAILS DESIGNATES SHEARWALL. THE HEADER SIZE, JACK AND KING STUD H6-1/2STRU-CT' 'RAL `RAW H8 620 530 5-10dx11/2" EA. END 11470.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS ------------- HIDDEN LINE DESIGNATES SIDE OF QUANTITY. ff IIN'G IlNlur ESI GN MTS12 1000 860 7-10dx11/2" EA. END 10456.3 NAILING: RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING SO.0 DESIGN CRITERIA AND GENERAL NOTES r2 HTS20 1450 1245 24-10dx11/2" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d 5-GUN NAILS 8d@3"/6„ TO BE APPLIED. 8d @ 3/6 CRITERIA DESIGNATES 8d COMMONS @ 3" S1.0 FOUNDATION PLAN CEILING JOIST OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS O.C. EDGE & 6" O.C. "IN THE S1.1 FIRST FLOOR FRAMING PLAN AN MSTA24 1765 1270 9-10d EA. END 13872.4 FIELD 51.2 SECOND FLOOR FRAMING PLAN MSTA36 2050 1870 13-10d EA. END 13872.8 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS ADJ ADJACENT LG - Long S1.3 THIRD FLOOR FRAMING PLAN GENERAL - 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM BEAM MANUF - Manufacture S1.4 ROOF FRAMING PLAN 1- TES HTT4 3480 3080 5/g ROD TO FTG. TOE NAIL -11496.2 RAFTER TO PLATE (38d 3 BOT - BOTTOM MONO - Monolithic S1.5 GARAGE FOUNDATION & FRAMING PLANS -GUN NAILS BRG BEARING OC On Center DO NOT SCALE DIMENSIONS FROM -- - S1. THESEDRAWIN REFER OTHEIS 6 GARAGE TRUSS PLACEMENT PLAN RE 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-10 ) 4-GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board UNCLEAR RE IFA HTT5 5250 4670 5 11496.2 DBL - DOUBLE PERP - Perpendicular ARCHITECTURAL DRAWINGS OR 1- /8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16 ) 3-GUN NAILS P S2.0 STRUCTURAL DETAILS CONTACT THE E.O.R. DIA - DIAMETER PRE ENG - Pre Engineered S2.1 STRUCTURAL DETAILS LUS28 930 780 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 6" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot - PLAN NAME 10655.113 EE - EACH END PSI - Pounds per Square Inch S2.2 SHEARWALL DETAILS TOVEY RESIDENCE 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3-16c) 4-GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED DESIGN/DRAWN/CHECKED HU410 905 785 14-16d TO HEADER EQ - EQUAL QT - Quick Tie CS / A08/LAP 10531.36 STUD TO SOLE PLATE TOE NAIL (3-16c) 4-GUN NAILS 6-16d TO JOIST EXT - EXTERIOR REINF - Reinforce DATE � SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d 16") GUN NAIL @ 8" FBC - FLORIDA BUILDING CODE SF - Square Foot ABU44 2200 5/"110. ROD w/ 12-16d 10849.6 FD14 CONTROL N - FOUNDATION SPF -Spruce Pine Fur 0 N NO. FT - FOOT SYP - Southern Yellow Pine ABU66 2300 5/,,110 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - FOOTING THRU - Through N/A SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK HDR - HEADER TYP - Typical TRUSS ID. 2 t)x0.113°°O = 6d 21 41921 LTT2x0.131 � = 8d HORIZ - HORIZONTAL UON - Unless Otherwise Noted LPA No. 10-16d TO STUD/BEAM/POST /2 LBS - POUNDS VERT - Vertical OB o 1675 11496.3 3"x0.148"O = 10d 31/2"x0.162"O _ 16d WWF - Welded Wire Fabric GBNC-14-00456 1-1/2 � ROD TO FTG. 1 SHEET 1 /2 x0.148 4 = 10dx11/2 11/2 x0.131 O = 8dx11/2 " LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 SHEET 1 oF11 , SYMBOLS LEGEND 2x8 SYP#2 RIDGE (TYP) (2)2x8 S P#2 BEAMS. (TYP) DESIGNATES SHEARWALL. TF.- HIDDENc- ------ LINE DESIGNATES SIDE OF THE L SW: 3/6 SHEARWALL SHEATHING TO APPLIED. 2x6 SYP#2 AT 24" O.C. (TYP) 8d 0 8 DESIGNATES 8d COVMONS O 3" O.C. EDGE & 6" O.C. "IN THE \ FIELD" M — A B C D E F G H J 11 DESIGNATES THE HEADER &ZE= AND 51.1 51.1 (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, HEADER SIZE & JACK KING STUDS NEEDED FOR SUPPORT HEADER. LOU P o n t i g O a n d D DESIGNATES THE SINGLE PLY HEADER Associates, Inc. STUDS ED FOR Olt 4fO 6S-1/1 SUPPORT AHEAD R., SEE DETAIL D4/SO.0, 420 Osceola Avenue Jax. Beach, Florida 32250 ®®®® BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax. 241-9557 (2) STUDS W/ HTT5 HOLD DOWN WALL STIJ® SHE®ULE FL: CA# 8344 SC: CA#3579 SW NAILING: BELOW SW END STUDS ABOVE PLATE STUD SIZE CONTACT US WITH YOUR COMMENTS 8d@3"/6" LOCATION HEIGHT & SPACING COMMENTS @ LP•A.COM EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. r3 MAX �aq9 milli iT�� j (2)1.75x14.0 LVL (2)1.75x14.0 LVL 10'-1 2x6 SPF#2 @ 16" O.C. or I— —I EXTERIOR MAX 2x4 SPF#2 @ 12" O.C. _ kn EXTERIOR 10'-1 TO 2x6 SPF#2 O.C. INTERIOR 1 MAX" 2x4 SPF#2 016" O.C. HTT5 C�? CORNER STUDS INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. o� u k N » I / » „ MAX 2x4 SPF#2 0 12" O.C. POST: 5Y2 x5Y2 WOLMANIZED PSL OR POWER PRESERVED 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 'r� babb� Jp- P..,°° � rev ��'' 4�ily bsra,n"nnas ANTHONY COLUMN .9 BEAM TO WALL FRAMING: 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ..... 0— rw CONTRACTOR MAY INCREASE STUD SIZE TO MEET ,,, i I SEE DETAIL 1/S1.0 ARCHITECTURAL REQUIREMENTS. r,,,, POST T® POST BELOW: 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN REVISIONS [),ATE SPECIAL SHEAR---,,, 4 A/ X 2-CS16 STRAPS YELLOW PINE. WALL2, SEE 2/S2.2 ' I (TYPICAL �� R��G��) 4.) USE SPF#2 FOR ALL TOP PLATES AND SOLE PLATES. 7'1J 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT SHEARWALLS x I i X1.0 GENERAL NOTES I 1. SEE DETAIL 1/S2.0 FOR WALL FRAMING DETAIL. " ' I Z. ® SEE WALL STUD SCHEDULE THIS SHEET FOR STUD FIELD ALTERATION SW N SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PR10R TO 07 PLIES. MAKING ANY STRUCTURAL FIELD `— MODIFICATIONS WHICH MAY VARY 2. SEE SHEET SO.0 FOR ROOF AND FLOORLCY FROM THE INTENT OF THE ORIGINAL SHEATHING SPECIFICATIONS. CONSTRUCTION DOCUMENTS.ANY FILD ALTERNATIONS MADE PRIOR TO o 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE 13' APPROVED BY LOU Go a ASSOCIATES MAY RESULTULT IN SW N O I N I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES ADDITIONAL ENGINEERING OR TOGETHER PER DETAIL 9/S2.1 NSPECTION FEES. 8d@3'/ SPECIAL SHEAR WALL2, SEE 2/S2. / (2)1.75x14.0 LVL 0 J LL I 1z 1 11 11 X Lo II — — — — — SPECIAL SHEAR HTT5 @ CORNER STUDS �� (2)1.75x14.0 LVL F®-1 WALL 1, SEE i SW NAILING: SW NAILING: SW NAILING: \ EXISTING WOOD �- - i 1/S2.2 LU 8d0319/6" 8d®3"/6" 8d®301/6" \ve STAIR TO BE REMAIN STUDS TO < Uj SLAB W/ HTT5Uj EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ®®®®®-® I i ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER JACKS W/ — > IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES (2)HDR TO TOMSTJA JACKS THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. TO WALL BELOW W/ THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND (2) CS16 EACH END OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. � cn o o z i III III STUDS TO SLAB FI I FL F I LAIC! I W/ ABU66 SCALE: 1/4" = 1'-Q" I I 2x8 SYP#2 RIDGE BEAM 5-12d TOENAILS i i bj co ROOF SHEATHIN3 PER CONST. I III I LLJ, I- ,n IST FLOOR 2x6 SYP#2 AT 24 O.C. SPEC. OVER DECORATIVE WOOD I III I = U) nSHEATHING (TYP) � I I z ® .-. INC I I in qLAN (4)164 TOE NAILS (6)12d COMMON AT EA. ® III In EACH RAFTER TO 2x4 SYP#2 CEILING END OF CEILING JOIST I III I cn TOP PLATE JOIST/COLLAR TIE TO ROOF RAFTER (TYP) z o I I N o LIJ 0 0 0 0 0 0 0 UCO DO NOT SCALE MENSIONS FROM 0 0 0 0 0 0 I I z U THESE DRAWINGS.F A DIMENSION IS III i co LU < UNCLEAR REFER TO THE (1) SIMPSON H 2.5 T / III 0 ARCHITECTURAL THDRAWINGS OR. OR HDR TO JACKS W CLIP EA. JOIST. (2 MSTA24, JACKS Q PLAN (2)2x8 SYP#2 TO)WALL BELOW W/ I I� SPECIAL SHEAR TovEY RESIDENCE BEAM (1) SIMPSON BCS46 POST (2) CS16 EACH END WALL 1, SEE DESIGN/DRAWN/CHECKED CAP AT EA. POST I I w 1/52.2 CS / AOB/LAP (2) SIMPSON MTS12 6x6 PT SYP#- POST ! ® DATE CLIPS AT EA. COLUMN I I 09.23.2014 CONTROL NO. N/A COVERED WALKWAY TRUSS ID. 41921 1 fVIINC DETAIL LPA NO. S1.1 SCALE: 3/4" = V-17" GBNC-14-00456 SHEET S1 .1 SHEET 3 OF11 SYMBOLS LEGEND .:,,',............:.r.:✓ �---a-- . 1 11 i 1 .::::::::: __-) . __-,,,_---„-.��---,,. .;;;; ... ...::::. DESIGNATES ,iIEARWALL. THE HIDDEN " .s`»»: ---------- LINE DESIGNAl S SIDE OF WALL THE SW:.....3 6 I EATHI SH NG TO EARWALL BE APPLIED.PLIED. Bd ® 9 DESIGNATES Bd COMMONS is 3" O.C. EDGE & 6" O.C. "IN THE FIELD" !mwDESIGNATES THE HEADER SIZE AND NUMBER OF PLY'S DESINATE (2)2x8-1/2 S NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. - Lou ['o✓n t i g o and 1 DESIGNATES THE SINGLE PLY HEADER Associates, Inc. , 6S-1/1 AND & JACK/KING STUDS NEEDED FOR SUPPORT HEADER., SEE DETAIL 4/SO.0, 420 Osceola Avenue ®®®® BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250ph. 242-0908 Fax. 241-9557 8d®3"/6" 8d�3" 6 SW NAILING: SW NAILING: WALL STUD SCHEDULE FL: CA# 8344 SC:CA#3579 PLATE STUD SIZE JI CONTACT US WITH TOUR COMMENTS F_ �I I` (2) CS16 @ BASE OF CORNER =---___ (2) CS16 @ BASE OF CORNER LOCATION HEIGHT & SPACING ICOMMENTS @ LP-A,COM STUDS EACH END I STUDS EACH END (2)1.75x14.0 LVL (2)1.75x14.0 LVL _ 4, �'Vm'i ifi s,. 1 Il. . - ®��•......................................................... EXTERIOR x PF#2 16" O.C. r:15,�\__ ,k., Y+' - r ,,., , ,. ,:; J ;);' ,, ,:+:,: ,: :, :r':=ar:z�rc•::ir ,.' /' MAX ....e".:�, fid`'•,. �.y,yR ', s,�. l/II/./1llet J ,, r ,r ,. : , : : r, i ;. ;- ,- . :,#,.. : ,. f.fi:, : : __.. , � - 2x6 SPF 2 ® 16" or 2; :' -I s :• r .<< �.... EXTERIOR m _. .`1 F E �. 4 r f` �„ %' MAX 2x SPF 2 ® 12" O.C. !:'E :r :�. �. I / # s J �• :„I I, <f ,s:• ....... l:''- i i ,� l.• ' ✓/' \ I \ + 10'-1 TO y s :I ; •, ,'.f ! EXTERIOR � I I 6 .�` •�•;''• I''' 2x SPF 2 ® 1 r: '1:,:' :'1 : I r :,.� I 6" O.C. o0 ,; / 1 c' __ 14' 0" I .,,. --�-T,`.� - -. _ : _.� .� : .-. ,. 1 No. - . I . /,`: ! , , J ! ; ,r,11 . % .i s ;r / /' ; i, / -i ill J INTERIOR 2x4 SPF#2 16" O.C. #: , ;;I : !J ), , a L. MAX c a „ STRUCTURAL !' a /' I' IGft ' M #: Ir' / �: III I '/ ! - 2x6 SPF 2 16" O.C.0 Cor 'i O 12' 0" # - -rte YY ( I INTERIOR 101. €,::;; I; R RIT s . '� r . I,;. , C✓. •Y MA I % r'' X 2X4 N �,. SPF 2 C�? 12" O.C. { ;J, : :' BRACKET S .........,. ........, , : . . . : : , : ,.. ..; . .. ..___'��w _ # , C 4 /.. ill ., : �. /,\: :• , , ;: i' I III I TAIL 8 S2.1 :,{ „ : II. :,; .•X. , ; , , ; 1 € € N , J 1., t' : ,I, a'`/, :•.I aL,J Orr../. 1,Iw,a" t : , - . -•f ''':' /' WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE l:y, , , ,,` ''" , j' P0 LL:;D.EP'' ::@ .214' / :, 'tIr`' :�'`' ''; w�.. €;. L r `, ! ' / :' ,,, , r r :.:; I I IIIill �e, , ,. ' ;,ff / �\� �A%l; ; , /ri' ;;; / ,__ , r/. _--.� , I r 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. eak&, �-, /, /.�•l� s�'- ••---', -.�-:.•!'i^k'l.l:i•. {(�,Ii"FI'I\.:' TNY' 'P.A; 'E /'ll. ' k :s ,�i:.i;' ;s }:: :_ i-'� rrae,a®.,�3Meaa`a5•i C14 ; ;, ,,, , , , € :,S ; , ; TRACTOR MAY INCREASE STUD SIZE TO MEET :'';':- ////l/ 1/1%x%1 /t '/• €� ' ,' ::;'/; "i ./ • ,e :;:` ' % i €€%`'`€%'I:%i' ;i I f,: J:,. <<! / + ARCHITECTURAL REQUIREMENTS. 4. :, /• '>r -; I III # ` : ;':�::•:• /' r -:.,• %` %' ;, ,..- I:i :•## % :• 3. SPF DENOTES SPRUCE PINE FIR.. P DENOTES Lo , :-#<.. / .; /11• / ,. ,,; SOUTHER , � ; ^ �r`:I : : :• .,./ :. ,i ., ,. , . I ,�1�'�. ,r � � � '---� •�::,.::_::;� ,,;- -�! ®ATS ;/' !.. . ,,., :J, ,:;:.1 •^• ?:: :% 11: :r J ,: ; j' i..... /-_ ; t.�. '," i YELLOW PINE. ,.�'.;:: .. }: ��' ,.' :'i•,'i / :•'t€ /1./ II::. �• :,s,--.i : ,,. I� �. I• j�r,' ;:'I'i%` /:'�I;% ,`' 1. / : x � ;I # 1: i , !'' l� I III ` ! ;;::;; ;, •e;/: ; J, %: , g / ,ii I,=`' /----✓------:-_ 1 3 4. USE SPF#2 FOR ALL TOP PLATES AND SOLE PLATES. 52.1 ;=+ =/. . '' „°` . , ��;�i_:: II% ,-�v° - J : :-� ' I`` ;1 : !' / , ii ;t / ,:•• !I� , ,t :,9Iul /{##;' :., ;, / I. /. ..;- 1. ........,..__,<___ r_'»'_ ......,,.1.. ,5. FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS r : ,<°sa %/ : 9 li,: 11 / VII I!'✓!' %: % / /` #/'17r . 3p 1. / ! J r r 'I I I III > TO CONCRETE SLAB w 16d MASONRY CUT NAILS ® 16" O.C. 00 / � i %.<:.. '' % .s%.,I / `--s#•.,-,' # / €•: / :%#I:' :' %:i : ' ! r' '� :''T:% : / ! MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT X ;' '1, ?44#J. I '.' ; # IIf :1;•` Y .�, � / (. / / # SHEARWALLS :,t /` / -a ') i 111 I . 51.0 T/I1ZlI//Traria._.......:.....z....:.......: :r ; ;; # J _ -__ # i E;. J :i _ I :: I' I :: : ,, :/ 'll •� 2 m i ------ # € x GENERAL NOTES S-PE-Cf-A� Siff A`R:,`WALL2 ' :,: ;i -- =1=____ :+ ; _..__: III L(7 , , •,,: :; _._.: : ......, 1�:I 2x4 SYP2 I, .,,, ;. ! ;;: #% : , , t ;; #,. / r ... i =- I I i SEE 2 S2 2 ',,:, , J / / ; :;:' �, ; W;:'r. / r ; - , '' E :^; rE ; € T ' : r • t' , / ! 1. SEE DETAIL 1/S2.0 FOR WALL FRAMING DETAIL. ROOF RAFTERS ,;. /.. :�:, H-V - .............._.........I. - ____• / ; ; ;,, €;, ' :' I/ .r / :>< r-/ ` III ;''`' I,; r` /' ; J SEE WALL STUD SCHEDULE THIS SHEET FOR STUD ''j' ,!: ISL® ALTERATION/ /( i fi I III ! ! - !' / €/ ,'' / /`` ! SIZES AND SPACING. AT GIRDERS AND BEAMS ^' a� i " : -_ � •. :;� :: , ,' :: :'` 'I _-!....::�`"""'%1-1- """"�'""".'` -- .`"';J"'.,-..... .-`f! : III PROVIDE STUDS MATCHBEAM/GIRDERCONTRACTOR SHALL CONTACT LOU '," ; r :-r ! ^` : i r i '"• I D BELOW TO MA PONTIGO 8 ASSOCIATES PRIOR TO ! "s: i PLIES. ! /` f'_ ; /' ,t I MAKING ANY STRUCTURAL FIELD '1 :`'� .� ,' �;'':` III ;r 1 I \ i I:' i MODIFICATIONS WHICH MAY VARY / . / g;I q I I o / : 2. SEE SHEET S0.0 0 OOF AND FLOOR / -- - _ ---- F R R /.., J FROM THE INTENT O +.!i F THE ORIGINAL ✓. . ; ''•% ;/;,;:.....::-:�: `:: X CJ I�1��:.- �• -±-- . ; ;; ; % ;:::';y; r ; :1" J J %' ,: SHEATHING SPECIFICATIONS. CONSTRUCTION DOCUMENTS.ANY '` r / / /I;{r /` / FIELD ALTERNATIONS MADE PRIOR TO :r ,,' / :' �,.."' ,`•: TO � ! J, ! ! ,r , I;/" I III I I : I N f ! a ;` , i' \` .' - BEING APPROVED BY LOU PONTIGO a ,/' :.. "I / :!' /' ' ;' / , , ' ! J ` ' ' I ,' / ! 'i / !' I ; : I ' ! 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE r ' ! ! ;!#1 I% ;' / '' '` r'' ,`� / > ASSOCIATES MAY RESULT IN 2x4 SYP 2 ;' - - ---- r s i` , :- - - ::, %' J' ```„ ,'• i'l .t' r ; 3'" .' - 2. - J ADDITIONAL ENGINEERING OR / - ! / . - ; ' PLIES BEAMS HEADER AND STUDS FASTEN PLIES _;_ ROOF RAFTERS SECiALH` .AR WAS 2 !; �.;; 'I ','' �' I I III ? f TOGETHER PER DETAIL 9/S2.1 INSPECTION FEES. ;' ' "' / 1:1 / ' !' I III N € - i111111 11 {' )'1 / k1'1 � '''1x : "V,..L% I`` /:'' / , ; ' r: :r'' ;'` %! r I x :...: € ,: = �„ e o ' ®-- #L it / /r j ,:I I 111 i ' I c� ® ''!! /'W-11 ' # 7 p zltz //�, r.. /; , , , ;; / 1 1 F' r , :.`'" i` V''I III c I IJ- .,: •! fy;• ;. , ,,r° :.i , / �,:3' :,. i ,; i..:'`• :' 'I,r i:•• ,•-r ::`•.•.�:.,,,;•:..� \, ro r ;^a. ;r,: i v l ! ! I 1 III # /1 /, %l,, /' :r. # ik: %' :• r tl } i ! / , ,l '11. i 1 `i a .FUS! 'D •P BLO. KII:@!' 4 #i /. /. 99 ff J.;•.:•: / ,'., , ;�-s T : k : :' , .: # / �r T -1,<, I I III 1 I- ;1,, / ,: I: �, ..,<..: , t : i ;,`` I J% :x : � r l POST: 5/2 x5%2 WOLMANIZED Ammik S2.1C� 11 ,.,�' a / ' Id;C;` Fi R.8�.,,T :TV�b;/Sp IBES; ,::' ! III �/ / % PRESERVED , ,,: ! I , , : :' . 1 i" :_ ., .. " 11:,; ,,^ :, ! ,: ; r / : / 1 I II(:: ANTHONY POWER ` ,00 , / Ij_ ; -. #.r11 / BEAM TO WALL FRAMINGLij jy/ : ,' 'i 1;'' :� , `'' . 'I, I > SEE DETAIL 1 S1.0 i' 1 Ii `3 / I l�S�f!:'s T` : ,r`•• E 1 J Ii :: ;: \: 1_, a)r, )r�,.,;, :: ,, ,:. ;_... '1# .:�_,.........,...........:........:.:..., _.__,__r_,::_I'�-,:.. €.. •: .r � POST TO POST BELOW: 1 { /,;::,, ,I: #. Cf ., EX11'I,NC / ,.; I • t): , ; . -_.I 11 ,J : :•J:;k :•: �, , ,.: , r / J - --- - 2-CS16 STRAPS STRUCTURAL ::.:;, :- :r' '.741", '' ' :.' / '' 14.1 i ',jl ! /,A''''I. I 2x_ SYP G PLATE RIPPED TO r J 1 ` ,/ '': YO/ JU.Tt .IQER J: % :.: ,�• �.,;F� ;, LJ'',,,,I f:'``' : ;: ,r'' :''';` .'' ;, '`` ;:' ;:' :/ 1,:'',:::; ,: : / /;I% ;:;Jl l: , ' / /` :! / :'``'I:/' I I 11 TYPICAL 7 PLACES MATCH WIDTH OF STEEL BEAM. BRACKET, SEE I=;#::1 'I .°` U Z 1. 1 ,!©/: ''' r'' .,;; , / 1:' i i{:. / ! J x ( C ) ) :, .. 52.1 11 •{) „ ., :: ,;,; ,' %: J ;. ; / /' F DETAIL 8 /, : ! ; :, ! 11;- s: : / ! - '\ j /2z LU U. 52.1 '", / : ,, : ,,} , ,. ,>. N w -----, R; , , ,4' ;, ill B 0 LTS @ 12 O.C. TAGGERED I FASTEN / 2 R CARRIAGE I, : / /' C. I / \�'' ✓ 1 %� i Pry 1( f,: `'a% . _L`, :1 „ : / 2x8 SYP 2 ;, s�. , . .; ! ,) !•. :> I ; •;::, ' 1. / r:.; ._ :t / 3# i , .,..L - ,. ....�... SLOPE 1# 1 P.T. RIPPED ; a. I,/' :''` :' I 1 _.__vv______.__ ____-._w._-________ __.___ ___ _____..______.. _ ___. ___. ----_-----_ r®. ,. .. ' Ili i FLOOR JOIST ;. ; : m 7 0 T @ 16" O.C. I I ... .::: 11 - -; I f _ 1 j / I (2)1.75x14.0 LVL (2)1.75x14.0 LVL ' 1 , I , 13 ! I \ SPECIAL SHEAR S W NAILING: ; 1 # I ; 'asl ----------------------------___ -----_---=--- ------------- , ... ,.< I € ' . � f ; 9E LVL s2.1 WALL 1, SEE € I 1 1/i 4" 2" Ap - NEW (2)1.75x11.25 1. " " " 9f# ` .11 1 8d@3 6 ®I / I , / 8d�3 8 \\ I 1 52.2 I X1/2 x�"•:x12" PLATE W 14-'/ l,.f / 1 4 < ; : , BEAM. CUT IN, FIELD LAST (2) CS16 @ BASE OF CORNER (2) CS16 @BASE OF CORNER \\ I I _I / I I I CAP 0L ATE, I ` : '= I # ' 11\325 BOLTSI 3'-0" TO FIT NEW BALCONY, I , 1 12 STUDS EACH END STUDS EACH END `N 1 I o € I 1 i I € i , I \ 0� U LLJ SEE 12/S2.1 ELEVATION. L - < s2.1 �", 1 f I d - NEW STEEL BEAM ®®® f I I W6x12 W12> 50. ® --- %- 1`! Ij I : : : >- Uj I3 i i # Illi I I# # I I I # # }s 1+ F I a U : # 33 : , I I I E I 1 { i i I SECONDL IN LA ; X13 ; � ► � o : F_ SCALE: 1/4" = 1'-0" 1 : : I I : ; 3111! I ; I 3I : � rll*�0 � I I I I I # : • I w I I I I I I # � : ; I • # I I # ? I i i s s I ? I ' i I I # ; k I � # I i I l 1 1 ; ; i 11 I 11 O 1 I � _ € I i ! i i I ® I-- I 3 ' NEW STEED TUBE I LL_ j I [-- j # TO MIATCH w/ EXISTING I I z I I Il 1 � : I I + I # ? 1 !,--,, <., > i I � '� { I F WELD ALL JOINTS G STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING NEW � Q i ; I I € ' I EXISTING / I ., ; I w 1 , , AFTER ERECTION. EXISTI G ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER in I jj :I I ® N # ' 3 . Y4" FILLET ALL STEEL TUBE IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES N 11141 I m " # i 1 I i I I TO RE AIN I , I \ f ; ; 1 I I 1 AROUND (TYP.) THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. - I ; I , ; I I i I I ; I I j THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND y_ I ' I w • ` I'i I I : ; , I OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY J i I < ® E 1 i CL Qz I i ` # ; I 1 II PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE � 1 il: I = 3 ; i I fl FLOOR i;ll I 1 I I I SOLE RESPONSIBILITY OF THE CONTRACTOR. I I v I I i FRAMING to I I � Q i ; i i I : O I I J w I Iit 1 ' i i I I 1 j # l o s ; € 1 I,i I I I I 1 PLAN D 1 Cl I f? /2 x9 1x12 1 1 S F F= I €#: I r 3 s 1 BOTTOM F`'LATE 1 l I11 Ito to I OU I ; I CM CJ = 1 l € I I I 1 I ': - -, I I # I I MENSIONS FROM I ..,... _______________________________ .. -_-I I-______, i , Z = I I �: THESE DRAWINGSDO NOT SCALE .F A DIMENSION IS f I U CO ... ------- - UNCLEAR REFER TO THE J I . I X Q : ARCHITECTURAL DRAWINGS OR HDR TO JACI\S W/ 1 1I; I N EXISTING STEEL BEAM TO REP/IAIN CONTACT THE E.O.R. (2) MSTA24, JACKS I I I U 1 � TO WALL BELOW W/ I I SPECIAL SHEAR ___ ..`_._- tC __ tE PLAN NAME (2) CS16 EACH END I WALL 1, SEE I # I TOVEY RESIDENCE 1 I 1/S2.2 I I I i # I DESIGN/DRAWN/CHECKED I I o ' I i ` CS / AOB/LAP 1 I I I DATE d- 09.23.2014 i<-" EXISTING CONTROL NO. I : I I -,�=--= STEEL TUBE N/A TO REMAIN TRUSS ID. 41921 K-1 SECTION T' STEEL= ECOLUMN N LPA -0 GBNC-14-00456 SHEET S1.2 SCALE Y2"=1'®0" M S12 i SHEET 4 OF 11 I DESIGNATES SHEARWAV e. THE HIDDEN ---- LIN t F WALL THE -- E DESIGNATES SID E 6 SHEAR TO BE APPLIED. WALL SHEATHING ::::::.,.,-,p,::-:::: 8d C4� DESIGNATES 8d COMMONS CSD 3" O.C. EDGE & 6" O.C. "IN THE m:::X:::, ««< `:>:s>a i 7 %;sirs: FIELD" :r;'.';» »>s:' DESIGNATES THE HEADER SIZE AND(2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. L o u+P O n t i 3 of a n d DESIGNATES THE SINGLE PLY HEADER Associates, Inc. 6S-1/1 AND & JACK/KING STUDS NEEDED FOR SUPPORT HEADER., SEE DETAIL 4/SO.0, 420 Osceola Avenue Jax. Beach, Florida 32250 ®—®® BEAM OR TRUSS, SEE PLAN Ph.242-0908 Fax. 241-9557 WALL STUD SCHEDULE FL:CA#8344 SC:CA#3579 PLATE STUD SIZE CONTACT US WITH YOUR COMMENTS LOCATION HEIGHT & SPACING COMMENTS @ LP-A.COM 1. EXTERIOR 91-11,MAX 2x4 SPF#2 0 16" O.C. �*ij,a1,, , #U�Ajjm "'�' EXTERIOR 10.-1 2x6 SPF#2 0 16" O.C. or �� NNS �,� ,�� ,I�""��I MAX 2x4 SPF#2 @ 12" O.C. , � ,-, r F -__ EXTERIOR 14'-0' 2x6 SPF#2 ® 1610'-1 TO " O.C. �? +- 11 1- 10'-0" o INTERIOR MAX 2x4 SPF#2 ® 16°' O.C. .'-1 I � � I I � � 1 INTERIOR 12'-O" 2x6 SPF#2 ® 16" O.C. or ,I . 't MAX 2x4 SPF#2 ® 12° O.C. c�,'�_, '� - sg9 I SIUD w9®Y ,a , d�r - N S W NAILING: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE �9 a �s "'", � -,-,,, '/ .'o� N ar rq �r -rs"�' �' 4 Ol I 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ter'%°, 3 F � x.`'1' BdC�?3"/ CONTRACTOR MAY INCREASE STUD SIZE TO MEET J „",2 H U C21 2—2 ARCHITECTURAL REQUIREMENTS. ! (2) CS16 @ BASE OF 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN REVISIONS DA` E CORNER STUDS (2)2x12 (2)2x12 YELLOW PINE' - - .-- .. ... _ = _______,___, 4. USE SPF 2 ORA SOLE PLATES. — _.___,_._..,;......,.....-,------ __.,_ _,.r ___,..... —�. w. F LL TOP PLATES AND r p _____.__..__,___.,. / / r :• 7.. / :.-.. ; o'+ : / r / r,,''"I! :� _ C % <' %` r i t; �`' G;. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS I � :ii ,, :' ."` ./ :rr; ,,`` i' �f i' /.'' / ;f''*�" ,.; t: } /r§..,, # . } ; } /a 14 t�S�r:,:.. rrF //' � � �\ "p® I V, ' :.; ;..0, ,....,.......: ,i:....;.i :.----. },.p.: : /•,. ::-. l: ; ;.,. {. E. :-..r o , ,��u,ap.,: \ TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. (/s/ /:' 'i.:.t.____:'--__.:......__,._.._.__�/__� ;.-__... - -/r ;%' „�I .i; . >' /.;:-`i ..i. -,".;,., / ,/ r. a i:•. r` , I /r f• i;;;;; / ; } / ,<` ;,i �' ✓/ �.` /• :::I, °:•<« I;,. :/# , ','e, ,. � I •�. 1\ I MINIMUM. SEE FOUNDATION PLAN FOR ADDITIONAL ANCHORS AT / / ; i /,• 'r%, . #. .• / :i' , i`} .......,: \� SHEARWALLS - i h a } III 1-`' s:/ .; . I'l /,:/;:: I i%� /:`/ _ r: I'll i , i 5: I J F" �•r�i F •`% .• ::� �is I �'r I. '-"w.•. GENERAL gw�' ,4 � u 7l(/ "if / ii i r ✓ CSI / "11 OTES 11 / i'r ' %' ; 1 .`` III r /i // ;` II I ri //' i SPECIAL SHEAR X / :, 4 1. SEE DETAIL 1/S2.0 FOR WALL FRAMING DETAIL. ' } /1 : N F i' :J'i �: '.:`'';i`';:' ,: WALL 1 SEE Ci;r` i+''; ;", ;'`'" ,, � .`' '•• / ,<'`' } i �,r / / /'Ji'"/` , ,,, .'—. SEE WALL STUD SCHEDULE TWIS SHEET FOR STUD �.,,''°�''�rr':.;`" ;/�i` ::> '' /�. r Ii / / r :• ,,,,,,, ,/' ; ,y�wyIII FIELD ALTERATION r , / / ' :' r' / -/ : :.. '`' ' :i`' „, / %' ,; i'{ N SIZES AND SPACING. AT GIRDERS AND BEAMS — �J!-;/ :+9 / I K ; ;,. 1,/ ` }/ %. F,, , ;;'//%' %: ' 9g 1 S2.2 !!' e-/ /j ;i / / Ir' ..+'�� / //r' „y�: ;i` rte,. I ;r" ` } / 1 i PROVIDE STUDS BELOW TO MATCH BEAM GIRDER CONTRACTOR SHALL CONTACT LOU .. �.,ry..... •. ; ;r /' r.j i r/f '1,<�,; / ,/ i , ;'' i %`' ` �' �ll / PONTIGO$ASSOCIATES PRIOR TO SPECIAL SHEAR /rrrrrrrrr / '/I; 77-.'" `/` r' III PLIES. /. r } / / rrY�___ :v.' MAKING ANY STRUCTURAL FIELD /,',.:x .�f /rl�II%TT/l/}rlll l /Zl/lT/lr//. /r`ll/rC x 9 r- ", /i :' '". :—/' ,. , ;r : : i I / ,.F'' N WALL 2 SEE / ; / ,; r` :r % /r ,: ; I v n •'' / „„ / . MODIFICATIONS WHICH MAY VARY ;•: , �'' cv III 2. SEE SHEET 50.0 FOR ROOF AND FLOOR i'' FROM THE INTENT OF THE ORIGINAL � /' / / /: g'.:. / :` _ ...`�: 2 S2.2 }`i`.�•/®%'""•`' : / I CONSTRUCTION DOCUMENTS.ANY . / ,: ',:;...::� / :� ./':`Yi# ;% :"��..; ' :'' . `••.,F`''"'� :• ;1 :• .. ! •" �"...+'%.l/.r''I/1.l'".11I/r'll1TfT1�'I� •.!'<::.__;'____ '�;:.�` / /,.' ,. :,..�.•. : ,: ;;;;;;;. � J�!l/�%I/rr'%lI//l./I�iFrl/!' /1f" / � /..;•' SHEATHING SPECIFICATIONS. it /;'" / €tit's/• J FIELD ALTERNATIONS MADE PRIOR TO :r i ..` `= ,::�•':.� � % III —\ I i r r..r / //r :{ '•��"/�'�^�-'; ��/ BEING A i` N APPROVED BY LOUO Vi1r, U PONTI $ -< / Y S:• , / :.."..<� r r / :'/ r } / 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE } r ; MBER z #;' i �: ASSOCIATES r i' MAY RESULT IN f, E �.r/� i I� ,r i%: Z.. i ; I i/ i:/ 4 JL_5 : 3 Lb l ADDITIONAL ENGINEERING NGINEERING OR PLIES BEAMS HEADER STUDS) FASTEN PLIES 1. / III AND DS NEW 2. 1 x1" "1.9E LVL BEAM UP'• ( ) ,j /�` 6 /F NSPECTION FEES. :'`C' ,;f �/ / ,, TOGETH i ER PER DETAIL 9 S2.1 / % '., ' /., . / r.. ...: ,� / / i`" : - III { r" , :.............::.....F. I , ^1 , / .,::: . ill /fir/r%.. .. fr.. ' L0 I IOIrrlrlrrJs u 1....<......•:.....::.....: r / ,.. 1. Ii. ;7 }' c� /, is / /: ." },' �% i ! r / E # /,: i;. / `/•, ''i . .. �y+� f„ ;�/ 1. N ;/: '3 :/ /,: , ��/ J�/' a I /rte'•;" :.r il✓rr",r rir�i�r�fiir��/ .rri 0r4 '° ----,,° .. _ ` — Q } r / !1 '11 _`/__.. , l— 11 " i/: %; > #/ :E 11 0 ` I "„`rr` N. '• ;�>�; ; .�”/LVL:::::.:.: F • i �<`' D. 1 r' i J [�. i" ..`k T' f i [/ II 1V / I � II 4 1/: Lsl / I. /t i" yc_..� ""17: 1 1 • I.S �" CJCT.UR V"r. I .I i : _ ,,:- i ,r,r'i :/I / II i III "f<' r'' li 1 ;� / 6x6 P.T. SYP 2 i ��I.I.� :`I . :, /r , I '/ . _ 3 i'to " % % �` '`"1 . �:. -" 3 i, ;' % :' 11 `• °`—•= ,=::�--::'' � BEAM T OST: r ik :, :I/ %' -- / / /i}"/`.F ", , } / 2 cs 5/,,"O HOT DIPPED XI 1. �/I P `'i1- / Y i , ' I. " ry ' J I �: ALVANIZED THROUGH B �TS G Q :' s ;i` r r' <-'„ :i„<„'` ;F•' ;i .€, :� i \�. ; 1 :/ •:: ; i 1 ;` /' :I // / :'I r ��-/ ' �/ i, STRAP KINGS/JACKS !II r. I; % , ; : Ili /aq r , — 1/ 1, /. r — J I II I SEAM TO WALL FRAMING: /' 1..`°` ` /'% TO HDR BELOW W ';�''' r, :• �. J / SEE DETAIL x S2.1 }; r`l l — X 0/., :'” 1" ,F /' /; ,r I% is/ i ,:__ — (3) CS16 cv POST TO POST BELOW: I /� "% i III /'"\ / ice •/'• },• ,} /•' / O. \V SPECIAL SI ,� R rrirrilrrr / Z LLJI. #r EXISTING ROOF BEAM TO REMAIN : 2—CS16 STRAPS III (TYPICAL (�) P��s) 9 LL ,/' // / ? / ` / // /<I./• .-/ " ;'•�, %.• ""/ ... ".1 ii N 1 r. / / / `I i WALL 2, SEE !. '" /.' i" / i r: /:: j 'I // I �: // ;r } /' i' r' S r '^ / 2/S2.2 II , 0 :E : . i i' i``� ii! /r /. ° '"ii IA r ! / r1% III i ' / '1 / /�. r { i �• i / i` / c". /; r i"/ � . I i r„ 11 I .;F -- •, / / f j rl / / 11 / sir's :r / i" r /: III�, . i ij /` "1` r ., '. `•{ / I'lIII { T. / #<°'. ". " / ... , .. � , . . , . / %`" /: / I .11 %: / NI-1 " / I � ,,, " ,�'. } xc' - / I I f , / I, .. ,�../,r " " it i i } •:F i Jr i r} rrr lea.::_ r�r � "I , ,I " " , 1 / I / ,I " /,/` IJ , `','". ,�, : "' 'ter• f III :il —pti— I ny � i `°^1 i .. .. ', iI' 1 °.. , N F ;: , /; ;/ I iiLij s## /' / ; /"/ , SPECIAL SHEAR ;::' ( / i r` III X ''%/ :/ %% . � ; :il"". /'t I %r,:+ N / 11 ' /.''`i'�:�``�•i'`r:`' WALL 1 SEE isi < � ; /: 11-1 I '•i III N :` I 1. 1 S2.2 .� '�.,f / F` } �_ t p i a'� j". t— I. / 'i:I / l �\ Ill I /' P s. / , I h . := ' / 1 � : ;# r ,/ 1 Ik i' / (' F 3 : :t 1 Lij �11a' —. . 11 / }' I ;/ % / ' � l r: `'�/ / /, `' /f r / ,... f...:::: . - - -•.................." ------- ----- ------- ...-.....,. ,,,,,...,....i... ..,..----':=-......,,,. :..,.;:....::::... / / 'r. `' . L� Il/ //� r - _.. ___ _. —w_ — _ ' � I' > F. (2) CS16 @ BASE OF SW NAILING: 1 f I I (2)2x12 (2)2x12 U '", 'I z CORNER STUDS 8d@3"/6" LL _ — _ A I - HUC212-2 F— PT% < 1 I THIRD FL I P� SCALE: 1/4"=V-0" EXISTING STRUCTURES ARE HOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OFC NSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER F IMMEDIATELY BEFORE BEGINN NG NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. IN.MII V THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PLAIN PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THECONTRACTOR. 1 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 TOVEY RESIDENCE r � DESIGN/DRAWN/CFIECKED CS / AOB/LAP - DATE 09.23.2014 1 CONTROL NO. N/A TRUSS ID. 4'1921 LPA NO. i GBNC-14-00456 SHEET I S13 , SHEET 5 oF11 I I I %'i EE# :fir.;:'sii%` i�5i<�':>:.;'•.'''4'tt Lou Pontigo and Associates, Inc. TRUSS ROOF RAFTER NOTES: STRAPPING NOTES 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 1. STRAP ROOF RAFTERS TO BEARING FL:CA# 8344 SC:CA#3579 WITH 2-12d TOENAILS & 2—SIMPSON H2.5T UPLIFT CONTACT US WITH YOUR COMMENTS 2x12 SYP#2 ROOF STRAP UNLESS OTHERWISE NOTED s2 .1 IIII iiaIit?ssIEiI .EiE1.•.',Es :'•'_j_J.t:t,fJ%.l ,._.,x,Ff:..i.""'rs:•.s:•$i..-ii3li#;#;t33 1srgt„{ ,1#;I• sIi.t1#.3,E.iIE'.#E:iEt..:ir i: :..r f,:•.- .�'::.#i'•/ :• •''r`.',.•,,I,:.•''•J:+i,ll;#7'?;I`€.,atlfs.}€3I�#,�r .;tilfi+1.{.I:}it33•##��fi{I ;�'.`:,:.::J./'`,-%.,r^,-„::-.`ff-r.":•'-f /f}¢'(IfI.,`/-..l%•t'i{�:!t`!'�.,Ir II.i 1�:� rI»!:•.:";:ir:'� 'r:.�:/•-_j/'�, rif./.�„1Iir."aE,itEI.#,.,.#..E.•• •/':' -.•.. ^r ./._Jf-`---J%':/'j-:•-,f/ _r',ar• r_•j'%r' .'E:it•::..i.E•..:E:i�a3.I?liIf.,ift€#,s„f:IIir.I`t% •/%.ri°%;:'''`.•F `�.•i-�.W:f_^ r 'f/'f•:/i:':•':;::##l#1lru1tlIIFE�iitEE,I� s•"{t,. #iE #EEta,:'•tE,EAe:i�b._•: ^..,•'s s•Ji..i,.•t.',1 •%�:,-! 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(f' ./ r rf• �—�`,:`•'�!Lri''/ / \ �:J•:':('y/7L1� am: ; �f•'f"'',i",ki4'C/�.J_/ri =.tESiik'•'ffts�.;,i:.`sirk'ii.:•t' •• l1tiiis •:'}vF�t }.z�,•i.F', / F; Ii : k ` •'i,`' '.. i•`.i'./f J•!.i, : : , .i I '{tij��j.•l•�#>t.E-�ti.i �#;E i3t'iE�r^,Jf/ , .- f i-! I�S sJ, r{t a#l wEaeEi. ..� ,iii•: ') pI F' . ff#ifii l.4!9 fIkiE? i — —� 1I 1 II IIIIII IIIIIIIIIIIIII IIIIII IIIIII III III III HP(3OIP )S2 TxTJ 6VO NsP OOS2t\>T • PF\� IN GHTPSO1S6T �__�.;Yi#tIiEEtt'sIr :.EE�:•,I,•:„,„:..E ,.f"okiIk}IrE;I I Itst#'Et tltEist,E' ItIi t t aILL@�L- L1Lr , FwBeFI MECERMLIONOOxCD .,O�KA Sa6IA,F}NTdITM!NL, AMtUEE R ARTC.IO�INNT-.NfO�', 3V�IAT"Y O ND OTzteW}TDZa R NB a�O aUHO+Y S r-sr yiCt a U. e�T J.O �HTSaJt� 'U�S F M"D aRE.E) A'EP NvA.S , NS VIORAFTERS @ 24” O.C. , 2x12 SYP#2 ROOF RAFTERS @ 24" O.C. a $ 14 X/ 2 H S16 DATE / FIELD ALTERATION i . „ LAl r #i . CONTRALTO SHALL CONTACT lIOEAA yIIGMLN L RNR DOOAA T� � Uf ....... , ` �, PONTIGO 8 ASSOCIATES PRIOR TO31.0/J`. W 3 ASSOCIATES MAY RESULT INTO WALL 2 CS16r' ADDITIONAL ENGINEERING OR INSPECTION FEES. /Ai STRUCTURAL 4x6 BRACKETS, SEE 10 S2.1 TYP. 5 PLACES __- _». Lj LIJ P.T 2x4 SYP 2 -`:• 'OUTLOOKERS @ 24"O.0 WITH P.T SYP 2 2x12 UL BARGE RAFTER OVER P.T 4x6 BRACKETS 1 , _---(2) HTS16 it ' ; _ I ITJ LU I 2x12 SYP#2 ROOF RAFTERS @ 24" O.C. LIJ > LU ASM"V& IN***- F- 2x12 SYP#2 ROOF U z RAFTERS @ 24" O.C. IF ROO SCALE: 1/4"=1 -0" EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THA MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. 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. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. F FRAMING PLAN Do L T SCALE DIMENSIONS FROM THESE ESE DRWINGS.IF A DIMENSION IS NCLEAREFER TO THE ITECTURAL DRAWINGS ORCONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / AOB/LAP DATE 09.23.2014 CONTROL NO. N/A TRUSS ID. 41921 LPA NO. GBNC-14-00456 SHEETA L 'O& , ' e t i 9iI SHEET 6 ®F11 ------------ CONCr,ETE STAND-OFF PAD TO 6x6 WOOD POST MATCI�� ARCHITECTURAL COLUMN PER PLAN. DIMS. FOR BOX COL. w/#3 HAIRPINS AT EA. CORNER & #3 TYPICAL ANCHORAGE CLOSED TIE AT TOP I PER CONST. SPECS. T/PAD = HOUSE � � PAVERS BY Lou Pontigo an( FINISH FLOOR OTHERS Associates, Inc. 420 Osceola Avenue \�•��j��%� � . Jax. Beach, Florida 322 Ph. 242-0908 Fax.241-' FL: CA# 8344 SC: CA#3 CONTACT US WITH YOUR COMM ® o Q ° CONCRETE FOOTING COMMENTS @,.LP-ASCOT (SEE PLAN) ��® : ALL EXTERIOR WALLS AT ALL EXTERIOR WALLS ATa ,ngq .,, THIS LEVEL ARE: THIS LEVEL ARE: avA��'^��0 �" ' CONSTRUCTED OF 2 2x4 CONSTRUCTED OF 2x4 n•T q � �qC 1 PA AT COLUMNS ,A No. 5331 P SEE S1.0 COVERED SPF#2 © 16,9 O.C. WALL SEE S1.1 COVERED SPF#2 ® 16 O.C. WALL S1.5 WALKWAY FOOTINGS FRAMING (U,O.N.), THIS WALKWAY FRAMING FRAMING (U.O.N.), THIS WALL FRAMING COMPLIES WALL FRAMING COMPLIES A B WITH DEFLECTION CRITERIA. A 1 B WITH `DEFLECTION CRITERIA. dCdplSIA �� lAd,,,afBEgd4Yi4R,A8068'®4®® 5,_0„ 6❑1 (16-NS W NAILING: REVISIONS D,4 8d@3"/6„ minimum SW NAILING: STRAP WALL TO 8d®3"/6" WALL BELOW PER DETAIL 2/S2.0 ❑1 (0 o Ll �_ � 0 FIELD ALTERATION ~ (n 2)2X6-1/1 CONTRACTOR SHALL CONTACT z J PONTIGO&ASSOCIATES PRIOR Q - MAKING ANY STRUCTURAL FIE N >< 04MODIFICATIONS WHICH MAY Vi U) I J FROM THE INTENT OF THE ORIGI J TCONSTRUCTION DOCUMENTS.f n J FIELD ALTERNATIONS MADE PRIC Q LLI > BEING APPROVED BY LOU PONTI I� ADD RETROFIT POST: 6x6 P.T. SYP#2 9 ® �) LU ASSOCIATES MAY RESULT ADDITIONALENGINEERING 0 (n I NSPECTION FEES. FOOTING, BEAM TO POST: SEE 10/S2.0 2pcs 5/,,"0 HOT DIPPED Q I LU N Lo GALVANIZED THROUGH BOLTS ® 3: POST TO FOOTING I o ABU66 w/%"0x12"ANCHOR z m �' BOLT AND 12-16d z m X COMMON WIRE NAILS F- O Q (TYPICAL (4) PLACES) Z U 3 � � ® ® m ® ® ® � ® � i (2)2x12 P.T. SYP#2 U-j 4l 00 0 -j U-J C F2.5 F .5 I SIMPSON ® � - Q UC412 � � X J � EXISTING I J EXISTING I N :2 STRUCTURE STRUCTURE j � w iULJ LL V) PAVERS BY SEE DETAIL 1/S1.5 FO I I Lij > ® 0 OTHERS CONCRETE COLUMN PAD I a- U) ® X V1Li (4 PLACES) I N x Q m t� I XN m J Q z � o ® 00 0071 1 4 F I J\ a X F a ADD RETROFIT I n Q FOOTING, Q w w SEE 1O/S2.0 U � 0 I I N Ja I 04 I I N z � LO O 0 ;� I0 N0 J P IMPSON .� wLd C14 F2.5 '� UC412 z J 0 Q ® (2)2x6-1/1 Z@ 11-a . L 4 ry) U X 00 � oS NAILING: (2)2x12 P.T. SYP#2 STRAP WALL TO 0 d®3" 6" WALL BELOW PER DETAIL 2/S2.0 SWq NAILING: 8d®3"/699 L EL FL SCALE: 1/4"-1 -0" UN ATI SCALE: 1/4"=1'-0" SCALE: 1/4"=1 -0" MIN( PLANS DO NOT SCALE DIMENSIONS FR( THESE DRAWINGS.IF A DIMENSIC EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW UNCLEAR ALDR WTHE ARCHITECTURAL DRAWINGS O ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER CONTACT THE E.D.R. IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES PLAN NAME THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AID/OR ACTUAL FIELD CONDITIONS. TOVEY RESIDENCE THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND DEs1GNiDaAwNi OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY Cs / A013/LAP PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE DATE SOLE RESPONSIBILITY OF THE CONTRACTOR. 09.23.2014 CONTROL NO. N/A TRUSS ID. 41921 LPA NO. GBNC-14-00456 SHEET S1 '5 SHEET 7 OF11 2x4 SYP#2 HORIZ. CS16 STRAP @ BRACING @ 24" O.C. 32' O.C. -- BETWEEN OUTER WALL & FIRST INTERIOR TRUSS. NAIL EACH END w/ 3-0.131x3" NAILS Lou Pontigo an( (TYP)I J Associates, Inc. I FLOOR SHEATHING, I SEE SPECIFICATIONS jax. Beach, FLOOR I BELOW I 420 Osceola Avenue I Ph 242-0908 FloridFaxa241?' TRUSS I I FL: CA# 8344 SC:CA# ° I I I CONTACT US WITH YOUR COMM 2x4 SYP#2 i I CONT. RIBBON DIAGONAL I COMMENT @ LP� . i FASTEN EA. I BOARD (TYP) 9ryy� ,aa17rr�y ®e':'p D w 3-10d I I � �"a�j ��enonamun�Q° END / I I /7 COMMONS J 0® 99 �6. �. AO ep m 7 A I FLOOR TRUSSES I w EXISTING WALL FRAMING I OR JOIST. I ALL TRUSS PLATES ARE ALPINE PLATES }' APPROVAL # 1999-3 � 'TA 0 CEILING j EXISTING j LINE I WALL FRAMING I HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE �� rr rdsr PARALLEL PERPENDICULAR A B C APPLICATION PART # APPROVAL REVISIONs Df 1 FLOOR TRUSS AT WALL FRAMING � 81.1 1-PLY TRUSS HUS26 FL10655.94 S1.6 TRUSS / R®®E RAFTER NOTES: STRAPPING NOTES ® ® ® ® © 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 2-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED 1 FIELD ALTERATIOr DECORATIVE S1.6 CONTRACTOR SHALL CONTACT BRACKET o SEE ARCH. ALL TRUSS PLATES ARE ALPINE PLATES ,S, `n '� Cl PONTIGO&ASSOCIATES PRIOR r r — V MAKING ANY STRUCTURAL FII APPROVAL # 1999-3 C/ —D \`� MODIFICATIONS F] 1 J� U U U FROM THE INTENT OF THE ORI. CONSTRUCTION DOCUMENTS.. FIELD ALTERNATIONS MADE PRI( CJ15 / BEING APPROVED 6 ASSOCIATES MAY RESULT II ADDITIONAL ENGINEERING C INSPECTION FEES. .I �.�.�. 14 II S2.1 .I . 2x4 PONY WALL CJ13 �' IIPROVIDE (2)2x4 BLOCKING BELOW (2 w F2 I. T. WALL. FASTEN BLOCKING TO TRUSS S2 q8 S. P WALL PROOFING TO BLOCKING M S12ASTRAPS WATER, �. l". . . . . . . . . . . .�. 1 / BALCONY BY BUILDE S1.6 @ 32" O.C. A7 �..I . . . . . . . . . . . . . I I (2�y�sJ� AIS LLJ 2x8x12' SYP 2 I. Vis. F �;:Le - 2x6 OVER RAMS 7 . OUTRIGGER JOISTS �_ ___-_ I 2x10 P.T. SYIPj2 RAFTERS @ 24" O.C. U Z FASTEN TO -��----_- �(3)2x4 SPF#2. (2)2x1 P.T. SYP2 FLOOR JOIST @ 2x4 BLOCKING ALIGNED FLOOR TRUSS L-��-- — AHISND 16" O.C. FASTEN � - I EA. END w/LUS210 w/ ROOF TRUSSES Q- I SEE 4/S2.1 000 @ 24" 0.C. M�S�Z @ 48" O.C. STRAP L I I TYPICAL. TOP PLATE w/(2)H2.5T a or AND MSTA12 STRAP S ALM i-0 I A5 9 II TO TRUSS S2.o F4 (n r jrII (3) O.C. x4 SPF#2. i I 4 TIES @ 2x4 COLLAR AT HIS END I L I I " r1 [ ® n r R1 I--art- -'(� u - -- UjA7 I II I 2x4 PONY WALL (2 yTs PROVIDE (2)2x4 BLOCKING BELOW 2 qS Cn I. . . . . . . . . . . . . I WALL. FASTEN BLOCKING TO TRUSS I'.I. .".".".".".".".".".". . F2 WATER PROOFING �.I. . � ---TiTTIF ~ 1 �/4" P.T. SYP No.1 DECKING w/4-10d .TOENAILS. STRAP WALL W/ 2pcs-10d RING SHANK TO BLOCKING w/ MTS12 STRAPS CJ13 CJ13 BALCONY BY BUILDER �.I. N -' ( ( ; ; ; : STAINLESS STEEL NAILS AT @ 32" O.C. w EACH INTERSECTION CJ14 CJ14 14 �. 1 . . . . ............... . o 2A] HWA S2.1 �. I".".". . . . . . . . . . . 15 � NIL 2x8x12' SYP2 F1 0 (2)2x12 P.T. SYP2 2x12 P.T. SYP2 LEDGER In `t `�� 1 OVER EXISTING SHEATHING. �� 0 0 0 0 0 0 � U U U U U U OUTRIGGER JOISTS DEC ATI � s1.6 ATTACH TO TRUSS END TYP. RAFTER . FASTEN TO BR K VERTICALS w/(8)Y4"Ox4" FLOOR TRUSS SEE RIC . LAG SCREWSARAG @ 24" O.C. TAIL, SEE 1/S2.1 I CONTRACTOR SHALL WATER TRUSS ROOF BEHIND LEDGER TO PROTECT WALL FRAMING AT PLAEMr THIS CRITICAL LOCATION. PLANS GARAGE SECOND LEVEL L FL T°RUS.!) PLAN ROOF TRUSS LAC NT PLA q q DO NOT SCALE DIMENSIONS I SCALE: 1/4"=1'-0" SCALE. I/4"= I'-0" THESE DRAWINGS.IFADIMENI UNCLEAR REFER TO THE ARCHITECTURAL DRAWING° CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCI DESIGN/DRAWN/CHEI CS / A06/LAF DATE 09.23.2014 CONTROL NO. N/A TRUSS ID. 41921 LPA NO. GBNC-14-00451 SHEET st E) SHEET 8 OF11 i 3X3xYYY WASHER 4 TOP PLATE TO STUD „ ROOF FRAMING ROOF SHEATHING SPECIFICATIONS: H2.5T @ 32 ON CENTER UPLIFT CONNECTOR, ' ' PER PLAN SECOND STORY TOP PLATE ELEV. I P1 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 2x_ SYP#2 P.T `' Ph. 242-0908 Fax. 241-9557 TOP PLATE FASTEN FL: CA# 8344 SC:CA#3579 TO EXISTING BEAM EXISTING HEADER/BEAM PROVIDE A LARGE ENOUGH US WITH YOUR NEW Y2" DIAMETER w/Y4"x6" LAG TO REMAIN. SLAB OPENING TO CoNTACT COMMENTS @ LP A COM rs H2.5T TOP 8c BOT. SCREWS @ 12" O.C. OMPACT THE SOIL BENEATH 1 �``� — -------- THREADED ROD OF CRIPPLE STUD THE FOOTING AND PROPERLY M ITA24 STRAP EACH @ 32 O.C. PLACE THE CONCRETE. SIDE OF HEADER o a r 6 S 9 NEW 2x_ SPF#2 M I a I 2x_ SYP 2 P.T n N STUD TO LOWER # @ 16 O.C. NEW WOOD --_---� IN—FILL WALL BEARING WALL yr N I PERMINANT SEE 1/52.1 THREADED ROD SILL PLATE ATTACH 1 _ FRAMING G• 2 MSTA46 OR ;�. .I TO 6 FOUNDATION EXISTING SLAB ; p M TRUSS BRACING COUPLER CS16 TRAP ,> 7/6" OSB WALLAl BY OTHER € WALL SHEATHING w/Y4 x6 TITEN HD PERPENDICULAR TO ECIFICATIONS: @ 24 OII I I I I .C. a l . SP STUDS p yy fi £i It MIN. 7/1g", 24/16, 2ND FLOOR ELEV. DATE JY. STRUCTURAL 1 APA ~. ' o RIaV1510'N��3' BLOCKING AT ALL I.1 EXISTING .......................................................... � � i -� RATED OSB OR %;:;:.;.:;.<•:.•: ;%:;;:,;: S2.0 SLAB ON %=....-•••' � a SHEATHING JOINTS: i,;;:...,,,.•,.•,°,;,°,;:;.,..•,..;; ;,;;..;,:;;::;% 4 PLYWOOD 2x4 FLAT WISE. FASTEN ,, SHEATHING, GRADE. 1ST FLOOR TOP .. .. EACH END WITH 2 1od ....................._------......._.----------------....._._..--------...........• .--.........--------------.......---------------- •-----. ;::;;; ; X, FASTENED w 6d INTERIOR BEARING WALL. ., PLATE ELEV ::.. ......... ___-_. . $ ,._...... ----- --- . - ._....__ ._....._. --....,..-.-. -_......-. _.. _. ...-•--------- TOENAILS. ONLY REQUIRED „ ;I '•�' € -------------- -I .. `' i .. '` ,l t� j`t r,;:;•;:;:;;• ;;:;%� SEE PLAN FOR STUD SIZE 6 O.C. EDGE AND AND O.C. SPACING. AT SHEATHING JOINTS FOR i `r I I EXTERIOR WALLS AND �� 6" O.C. FIELD. FOR � '' SEE PLAN ' CONCRETE FOOTING : F i i S i t S ! i 3 WALLS w/ STUCCO E I I, SEE PLAN. SHEARWALLS ! CONCRETE FINISH, INSTALL •� � � � i ;I•-------------------+---------..........�._--------------.. f � � I 1 #' EXISTING FIELD AI�TEF�ATI®N ; FLOOR SHEATHING: ili 7 16 STRUCTURAL ;Ig I]II FOOTING / .. e , 1 ; CONTRACTOR SHALL CONTACT LOU 1 APA RATED I j ............-.................-.......................................-................ .............................................................. - ._.............---------............. 23/32" T&G OSB OR I ;; PONTIGO8YSTRUTUES PRIORTO MAKING ANY STRUCTURAL FIELD SHEATHING (32/16 i i: I I I!!k III MODIFICATIONS WHICH MAY VARY PLYWOOD SHEATHING, E I I j; FROM THE INTENT OF THE ORIGINAL SPAN RATING) w/ ! i s I CONSTRUCTIONDOCUMENTS.ANY I ' Iia CONTINUOUS BLOCKING GLUE & NAIL W/ 10d I 1 IFI i FIELD ALTERNATIONS MADE PRIOR TO WITHIN FLOOR SYSTEM THE LONG E I f I u ) i' BEING APPROVED BY LOU PONTIGO& I. COMMON @ 6" O.C. " DIMENSION � ' �J ADDIOCIATESMAYIONAL RERNGOR WHERE POST IS ABOVE. EDGE AND FIELD INSPECTION FEES. PERPENDICULAR TO — THE WALL STUDS x I 2 CONVENTIONAL STRAPPING DETAILS 3 IN®FILL WALL SECTI N 4 ET ®FIT FOOTING DETAIL :• S2.O UPPER LEVEL TIE—DOWN TO EXISTING WALLS 52.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" 1'-0" AT HELj N SPECIFISLAB ED ONGP PLAN. I . JI EXISTING NEW SEE 1/S1.6 E; GRADE,E WALL WALL - __- SLAB ON G EU Z J DRILL AND EPDXY #4 x 30" w/ 4" h- SEE PLAN. # ; EMBEDMENT @ 24 O.C. (MAX) '' "J r„ t E s', e ._:;— - CONC. I RAD OR - ' ?f G E ` LU f { SLAB, SEE PLAN. f1 ( t 77 $q (�.: ..:+ '� .'" , �,I _ Lj 4< /; 4 .,+,1NC. SLAB :I ttt ON GRADE & 4 CONC. SLAB t , �` • STEM WALL TO REMAIN. -` T/FTG. EL. TO REMAIN. r....^^ vf' i• t, MATCH x SEE GEN. NOTES FOR EPDXY `: w µ .; nl EXISTING kfr :® } #4 DOWEL TO MATCH ;.l :m.., a / / / / / / STRICT CITI ACCORDANCEWITH ;r.,1 WALL REINFORCING. ' r f i / / / / / /\ rn f '" ` !' '` ' ` . INSTRUCTIONS. `` `,•,,''.� �..:,` �.; '•'��;.;� t. .�� CONT. CONCRETE FOOTING : BOTT REIN F. MANUF ', CONT. F. t_... r' *ADD (2) #5x3'—O" LLJ EE FTG. DETAILS) %::.:'..:'': ./.... .'.. .-- i CTR'D DRILL & EPDXY ( 10"d x 20"w w�(2)#5 CONT. r If ;f f S LIJ 0.4^1 GROUT (6" MIN.) INTO LJLJ U EXISTING FTG. U 1zi I M rm" 1 T1�P. WALL SECTIONS r5'��NNEWTO EXISTINGFOOTING CONNECTION 6 NEW SLAB INTERSECTION W/ MONOLITHIC 7 SCE WALLFOUNDATION SZ® SCALE: 3/4" = V-0" S2.0 SCALE: 3/4" = V-0" S�_o SCALE: 3/4" = V—O" 52.0 SCALE: 3/4" = 1'-0" 11/4" P.T. SYP No.1 DECKING W/ 2pcs-10d RING SHANK 2 PLY 1.9E 2 ROWS 16d CONT. SHEATHING TO BOT. OF MICROLLAM COMMON WIRE RAILING, SEE STAINLESS STEEL NAILS AT CONT. 2x4 RIBBON BOARD LVL BEAM @ 12"o.c ARCHITECT EACH INTERSECTION NAILED TO EAC TRUSS FLOOR TRUSS. NAIL TO EA. #5 CONT. EA. SIDE w/2-12d COMMON NAILS FLOOR TRUSS w/2—ROWS OF Sd COMMON NAILS @ 4" O.C. 180' HOOK #4 DOWEL DRILL & 2 2x12 P.T. SYP 2 CS16 STRAP @ 32" oc. WHEN EPDXY W/ 6" `�' ( ) FLOOR DECK, FULL DEPTH NOT ALIGNED w/FLOOR TRUSS, EMBED @ 24" O.C. ,9 HEADER BEAM. FASTEN TO SEE CONST. 11/4 2x6 TIMBERS RAND INSTALL 2x4 BLOCKING VPOST w/2-5/8 "O HOT DIPPED SPECS. OR LVL LOCKING BETWEEN RIBBON BOARD & 11/2" @ 2x6 11/2 STRUCTURAL GALVANIZED THROUGH BETWEEN EACH BLOCKING AT BASE OF TRUSS a N BOLTS TRUSS FORM AND POUR r DETAILS TOP/ FLOOR TRUSS TO EDGE OF ' - - - X 2x12 P.T. SYP 2 1 " F ----- =�-�' `--- EXISTING FOOTING ;; '`'', `,'� "' \_3 PLY 1.9E � N H' 5/2 x5Y2 WOLMANIZED EL. SEE ARCH. PLANS r"ry 3 ROWS JOISTS @ 16 O.C. PSL OR POWER PRESERVED I n , a_ " FROM NAILS ,> ___ I I - A,; z ` , ';` MICROLLAM X SIMPSON LUS210 @ ANTHONY COLUMN SIMPSON LTP4 ` I`� 2x6 FROM TOP TO BOTT `1i` ' '4°' WIRE @®2Mo.c o BETWEEN I -,:°t, ,. ;"; LVL BEAM FROM OTHER OF FLOOR TRUSS. NAIL TO EA DE SIDE OF 2nd EA. JOIST (TYP) (BEYOND) ,, rt ; `' EA. SI EACH FLOOR I - ..... .. .- ' `i�: PLY DO NOT SCALE DIMENSIONS FROM ' FLOOR TRUSS w/ i3 X THESE DRAWINGS.IF A DIMENSION IS TRUSS i " ' -`' , "' MULTIPLY LVL & UNCLEAR REFER TO THE I Bd COMMON NAILS @ 3 O.C. ,f• - `� - S:-�` `', �.,, ` •• �r 2�1� ARCHITECTURAL DRAWINGS OR ABU66 POST w/ I I '' '.,• ` x o ® CONTACT THE E.O.R. 5/" x12"ANCHOR ' NAILING PATTERN o $ .R ;. r` ! PLAN NAME I BOLT AND 12-16d `'' '' TOVEY RESIDENCE PRE—ENG. ` COMMON WIRE NAILS DE ED FLOOR TRUSS 2x4 BLOCKING BETWEEN— # .". NAILING PATTERN NAILING PATTERN DESIGN/DRAWN/CHECKED�cLAP�� TRUSSES. FASTEN w 4 12D 4 DOWEL , ,.. SYSTEM DRILL & EPDXY ` ` ; r- EXISTING FOOTING TYP.ASTEN OUTRIGGER J= -• W 6 EMBED .�.-_.. -....... ... �..: :._.b DA ' ADD 3rd 09.23.2014 FOR FOOTING INFO, BEARINGJ FASTEN TOP PLATES TO @ 24" O.C. (2)2X— 2x_ CONTROL NO. SEE 7/S2.0 TRUSS w/(2)MTSA12w \ N/A — ' (2)2X— TRUSS ID. 41921 LPA NO. GBNC-14-00456 A E BECK SECTION 9 CANTILEVERED TRUSS ®NAIL 10 RETROFIT STEMWALL FOUNDATION 11 BUILT o UP EMBER FASTENING SHEET 52,0 SCALE: 3/4" — 1'—O" 52.0 SCALE: 3/4" — 1'-0" S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" SHEET 9 OF11 i BOUNDARY OF RATED SHEATHING, SPLICE 2x6x4 —6 SHEATHING SEE GENERAL NOTES PRIMED CEDAR - - - , Lou Pontis, and AIL TO EACH ROOF EXPOSED RAFTER T EXAMPLE OF PANEL - - Associates, Inc. EDGE OF PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT EDGE w/ BLOCKING TRUSS @ 24" O.C. WALL8d COMMON NAILS TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. WHERE REQUIRED 420 Osceola Avenue AT 3"o.c TYP BY GENERAL NOTES lax. Beach,Florida 32250 { ) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, Ph. 242-0908 Fax. 241-9557 11® FASTEN TO ROOF FRAMING BELOW FL: CA#8344 SO CA#3579 ROOF SHEATHING w 4-12d NAILS AT EACH RAFTER 2 —p / NAIL SPACING AT = coCOMMENTS @ LP A COM Ts UPLIFT ° ° SUPPORTED EDGES, / I CONNECTOR SIMPSON H3 STRAP EACH RAFTER TAIL OVERFRAME RAFTERS — SEE PLAN GENERAL NOTES j ROOF RAFTERS �� \V3 2x_ BLOCKING BETWEEN I;.I TRUSSES & RAFTER TAILS. EXAMPLE OF UNSUPPORTED =° ROOF TRUSS I:.I SIMPSON H3 w/ 10-8d COMMON (UNBLOCKED) FASTEN TO TOP PLATE w/ UNBLOCKED PANEL EDGE I 4-10d NAILS FROM RAFTER TO LEDGER THESE STRAPS (TYPICAL) O.C. E TOENAILS AND LEDGER TO ROOF MEMBER MAY BE OMITTED 10d TOENAILS @ 4 k WHENF# 2"x4" PRIMED CEDAR & 3-10d TOENAILS EA. I'� END, OVER BLOCKING/CLOSURE FASTEN EACH SIDE #2x4 BLOCKING SPF#2 FRAME RAFTER NAILING TO 2.2x6 SYP#2 BLOCKING INTERMEDIATE SUPPORT w 3-12d TOE NAILS. RIP ALT. TO BOTH H3 ABOVE LENGTH LESS „ BETWEEN RAFTERS ,� DOWN TO REQUIRED DEPTH 2 —6 PROVIDE MTS12 OR CS16 DIRECTLY THAN 4'-0" IS 6 o.c MAX. (UON) STUDS, ROOF �' ,S.PC �''3 1 /8 x5Y2 P.T. EXPOSED w/4-10d TOENAILS RAFTER TAILS 24" EACH SIDE. STAGGER ROOF MEMBER BETWEEN OVERFRAMING RAFTER TRUSSES, OR ,. (2)2x6 SYP#2 O.C. MAX BLOCKING 6" BETWEEN AND ROOF MEMBER FLOOR JOISTS REVISIONS DATE TOP PLATE RAFTERS SEE 2x4 VERTICAL SCAB. FASTEN /_ I ARCH TO RAFTER w/6-10d COMMONS VROOF RAFTERS RAFTER TAILS NOT ALIGNED 12WITH RAFTERS ECK LEDGER AT S RAFTER TAIL DETAIL HEATHING NAILING DETAIL 52.1 52.1 SCALE: 3/41p=1 )—O)1 S2.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1'-0" FIELDALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD 4-12d TOE MODIFICATIONS WHICH MAY VARY AL ROOF SHEATHING PER ( HURRICANE CLIP CON TRUCTIOHE NTO UME TS. NY C NAILS 2 EA CONSTRUCTION DOCUMENTS.ANY CONSTRUCTION SPEC'S SIDE BENGAPPROVED BY OUFIELD ALTERNATIONS DPONTI OE PRIOR TE SEE DETAIL 2 52.1 FOR 10d TOENAILS 3 ) H2.5T @EACH ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR / @ 6 o.c /$" S.S LAG BOLT 2x6 RAFTERS NSPECTION FEES. EXPOSED RAFTERS NOT @ 24"o.c ROOF SHEATHING ROOF SHEATHING PER ALIGNED WITH ROOF RAFTER 2x6 SPF#2 RAFTERS PER PLAN CONSTRUCTION SPEC'S II II II II II II II .. � 24"o.cEDGE OF I WALLII II II II II II II 2x6 SYP#2 LEDGER I I I I I I I I I I I I I IX I NY w/3—#12x6" WOOD H2.5T I I I I I I I I I I I I I SCREWS @ 16 P.T 2x4 SYP 2 Lj I 17/8"x5Y2" P.T. EXPOSED (2)MSTA24 FLAT STRAP FRAMINSIMPSG CLP ( ) # Uj RAFTER TAILS @ 24 O.C. MAX. ALONG TOP OF BRACKET, 6x8 WOOD BEAM TOP PLATE OUTLOOKERS C� 24"o.c FASTEN TO RAFTERS w/2—ROWS THRU SMALL SLOT OF 10d COMMONS @ 6" O.C. IN WALL SHEATHING Q (2)H2.5T (2)H2.5T FASTENED TO NEW U Z C3 (2)2x4 BLOCKING 4x6 HORIZONTAL LEG @ EA ST BRACE 2x8 BARGE RAFTER Qz LU UL �\ 1 3/8"x8" LAG SCREW BRACE w > 2'-0" BETWEEN LWALL AT BLOCKRECESSEDRECESSED #2 71S.2.1 2x6 SPF #2 TOE P.T CURVED BRACE STUDS @ 16" O.C. NAILS EA. END CUT OUT OF 4x12 4x6 PT CURVED 3 i 1 (4 TOP AND BOTTOM) BRACE CUT OUT 2x_ BLOCKING BETWEEf`� I � 3/8"x8" LAG SCREW OF 4x12 STOCK S.S LAG BOLT - TRUSSES & RAFTER TAILS. (2)2x6 w/Y2" CDX RECESSED PERGOLA BEAM TO TOP PLATE w/ PLYWOOD FLITCH GLUED AND RAFTERS........ \\—FASTENH2.5T 10d TOENAILS @ 4" O.C. & FASTENED TOGETHER 4x6 VERTICAL SMOOTH (2}MSTA24 FLAT STRAP U Lij & 3-10d TOENAILS EA. PER 3/S1.2. FASTEN FOUR SIDES ALONG TOP OF BRACKET, END. EA. END TO ADJ. WALL BRACKET SPACING SEE PLAN THRU SMALL SLOT Uj STUDS w/HUC46 FRAMING ALL EXPOSED METAL IN WALL_ SHEATHING j I SEE PLAN CONNECTORS AND FASTENED TO NEW FASTENERS SHALL (2)2x6 BLOCKING rim% U I BE STAINLESS STEEL P.T 4X6 HORIZONTAL LEG LJLJ (2)2x6 FLAT BLOCK 7 FTER TAILS AT CORNERSBETWEEN WALL STUDS Y"x6" LAG SCREW w/8-0.131x3" TOE RECESSED OR% IN S2.1 SCALE: 3/4"=1'-0" S2.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1'-0" NAILS EA. END ( PT CURVED BRACE CUT 4 TOP AND BOTTOM) OUT OF 4x12 STOCK WALL FRAMING 3/B"x8" LAG SCREW SEE PLAN RECESSED P.T 4x6 VERTICAL BALLOON MAME GABLE END Et 2x8 SYP#2 LEDGER CONT. w (2)CS16 STRAPS 10 CI�FT' DETAIL 5-12d COMMON WIRE NAILS AT € AT EA. EN V NEW (2)1.75x11.25 1.9E LVL S2.1 SCALE: 3/4" = 1'-0" 16" O.C. AND (3) SDS Y4"x3" I BEAM. CUT IN FIELD LAST 9, ; I 3'-0" TO FIT NEW BALCONY WOOD SCREWS ROWS @ 32 O.C. - NEW (2)1.75x11.25 1.9E LVL I 2x RIPPED TO FIT BETWEEN WATER PROOFING, E BEAM, CUT IN FIELD LAST j EXISTING FLOOR JOIST TRUSS TOP CHORD & OUTRIGGER STRUCTURAL � ;, 3 —0 TO FIT NEW BALCONY , CUT AT END TO FIT @ 24 O.C. TOE NAIL AT EA. BY BUILDER STUD WALL, 1 NEW LVL BEAM. INTERSECTION w/2-12d. DETAILS FLOOR DECK Li ; .. SEE PLAN. Li v EXISTING s -__ --_.-----______ Cn FLOOR DECK I " --- FLOOR DECK. 2x8 SYP#2 ,� I WATER PROOFING, P.T. RIPPED SLOPE Y8"/FT i .. ......... ONT. 2x SLOPE I ::; BY BUILDER I C RIM BOAR YE3"/FT, FLOOR JOIST a� (TYPICAL) C 16" O.C. i4 ii f : :::: ----------- --- �� DO NOT SCALE DIMENSIONS FROM I ::' :'••:'?,, ; �I # i THESE DRAWINGS.IFA DIMENSION IS UNCLEAR REFER TO THE .. f t...... _ .__".... t•: .,.° I I i ARCHITECTURAL DRAWINGS OR !`:, EXISTING FLOOR JOIST ° ° , , , , ONT. 2x RIM BOARD CS16 STRAP I, i i CONTACTTHEE.O.R. (TYPICAL) I 10'-0" @ EA. EXISTING °I°I I EXISTING FLOOR JOIST STUD WALL `I NEW MIU1.56/11 FACE PLAN NAME i} I Ti RESIDENCE SIMPSON LUS26 I MOUNT HANGER EA. FLOOR TRUSS. FLOOR JOIST DESIGN/DRAWN/CHECKED JOIST HANGER CS16 STRAP 2x8x12 —0 OUTRIGGER ADJ. TO EA. CS / AOB/LAP EA. END TYP. @ EA. EXISTING FLOOR TRUSS ATTACH w/12d SOLID BLOCK BENEATH DATE STUD WALL COMMON NAILS @ 4 O.0 AT ALL OUTRRIGER. FASTEN 09.23.2014 FLOOR TRUSS INTERSECTION TRUSS w/3—Y4"x3Y2" CONTROL NO. WOOD SCREWS N/A TRUSS ID. STUD WALL. 41921 LPA NO. 11 GBNC00456 NEW BEAM NEW BALCONY BEAM SECTION NEWOUTRIGGERBALCONY AT GARAGE SHEET BALCONY SECTION ri2 52.1 SCALE: 3/4" = 1'-0" 52.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1'-0" S2.1 SCALE: 3/4" = 1' S2.1 —0" l SHEET 10®F'11 f • d 4 ��::. is iii'{:i i,.:••.'.i'.�, Lou Ponti o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A,COM , a d45R349d�4�=aa '' 00 2q ay I � ✓� m N®. 133 x/ s",a ka tl n- 7 N e � s J' r fi "a, ' J J � r11 .;� °' ®ATS w w z z 5)2"x5)2" ANTHONY n 5Y2"x5)2" ANTHONY J 3>_a» POWER COLUMN J POWER COLUMN J Cn Q Q � � i 2x6 NO.2 SPF STUDS 2x6 NO.2 SPF STUDS @ 16" O.C., TYP. @ 16" O.C., TYP. MECO A�TERATION CONTRACTOR SHALL CONTACT LOU - - PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD CMST12 BOTTOM PLATE NAILING CMST12 MODIFICATIONS WHICH MAY VARY 1. NAIL BOTTOM PLATE T® FROM THE INTENT OF THE ORIGINAL RIM BOARD W/ (2) ROWS I— CONSTRUCTION DOCUMENTS.ANY /� LU FIELD ALTERNATIONS MADE PRIOR TO �— 16 d 8" 0.C. BEING APPROVED BY LOU ULT IN O 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES. ® (2) PLY 2x12 RIM BOARD o (3) PLY LVL @ FLOOR SYSTEM o ® FLOOR SYSTEM J J w w BOTTOM PLATE NAILING z z 1. NAIL BOTTOM PLATE TO BEAM � D- IN FLOOR SYSTEM W/ (2) 2x4 NO.2 SYP FLATWISE J ROWS 16d @ 8" O.C. -I BLOCKING @ PANEL EDGES 5Y2 x5)2 ANTHONY LUATTACHED W 3 10d EACH z POWER COLUMN / ( ) i Q a In END, TYP. —I 2x4 NO.2 SYP FLATWISE J < BLOCKING @ PANEL EDGES r ATTACHED W/ (3) 10d EACH 0' END, TYP. SH_CATTTHING REQUIREMENTS 1. 19/32"11 OSB REQUIRED BOTH SHEATHING REQUIREMENTS SIDES OF WALL Uj 1. 19/32 OSB REQUIRED BOTH SIDES OF WALL 2. PA�dt:_L EDGE NAILING W/ 7 Ji .3"--1148" " 2. PANEL EDGE NAILING W/ 4 —,0 - COMMON @ 2 O.C. T. 3"x0,148" COMMON @ 2" O.C. (2) CMST12 3. FIELD NAILING W/ 2Y2"x0.13" ( ) :22 CMST12 f U 3. FIELD NAILING W/ 2)2 x0.13 W COMMON @ 6" O.C. LA COMMON @ 6" O.C. CnCn T.Uj Cf) � ry (2) PLY 2x12 RIM' BOARD ® (3) PLY LVL @ FLOOR SYSTEM ® @ FLOOR SYSTEM J LL UJ LLJ I z z a w w ® I Q LU J J J J w w z z d < BREAK SHEATHING @ w 5)/2"x5)/2" ANTHONY - � POWER COLUMN J CENTER OF POST, TYP. BREAK SHEATHING @ CENTER OF POST 5' 0" SIMPSON HDQ8-SDS3 W/ 7/8"0 SIMPSON HHDQ14-SDS2.5 W/ 7/8"0 J THREADED ROD W/ 12" EMBED. J THREADED ROD W/ 12" EMBED. & z x;r& (20) Y4"0x3" SDS SCREWS Q (30) )4"Ox2Y2" SDS SCREWS J —I EAR SIMPSON HHDQ14-SDS2.5 W/ �/8"O � 1 ~ // — THREADED ROD W/ 12" EMBED. &LO ,O (30) Y4"0x2)2" SDS SCREWS WALL DETAILS I Y2"O THREADED ROD W/ 12" Y2"O THREADED ROD W/ 12" Do NOT SCALE " " " EMBED. W 3"x3"xY4" WASHER THESE DRAWINGS.IFADIMENSOMENSIONS ONIS EMBED. W/ 3x3 xY4 WASHER / UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE 1 ECIAL E�, 1 2SPECIAL WALL 2 DESIGN DRAOB /CLEC KED 52.2 SCALE: ,/2"=1'-0" S2.2 SCALE: '/2"=l'-O" DATE 09.23.2014 CONTROL NO. N/A i TRUSS ID. 41921 LPA NO. GBNC-14-00456 SHEET S22 I SHEET 11OF11 r