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201 MAGNOLIA ST - NEW RESIDENCE STRUCTURAL DRAWINGS DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: COMPONENTS & CLADDING GARAGE DOOR FLOORSHEATHING SPECIFICATIONS ` 2014 FLORIDA BUILDING CODE - RESIDENTIAL ULTIMATE DESIGN PRESSURES PRESSURES (PSF) 23/32" T&G OSB OR PLYWOOD SH ATHING, 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 +22.9 ism UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. GARAGE ROOF SHEATHING SPECIFICATIONS: ftffimnz=m� - AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR METAL- MIN. '/2", APA RATED 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 4' 0" OF -25.0 32/16:, Lou Pontigo and DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') ROOF EDGE). Associates, Inc. ROOF FLOOR 2 CAR cd-1 (cd-1.00} 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 WALL SHEATHING SPECIFICATIONS: 420 Osceola Avenue ROOF LOADING ( - .25) - TOP CHORD LIVE LOAD 20 psf 40 psf DOOR _23.9 FLEXIBLE FINISH-MIN. � ��'o, 24/16,; APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE lax. Beach, Florida 32250 P CHORD DEAD LOAD 7 psf ARCH SHINGLES 10 psf 100 +21.8 -23.9 +21.8 -26.6 (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 TO p { ) TOP CHORD DEAD LOAD 20 psf TILE SHINGLES 10 psf FL:CA# 8344 SC:CA#3579 LIVE LOAD p ( ) 0 psf STUCCO FINISH, " 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 -MIN. �/is BOTTOM CHORD L 10 psf . BOTTOM CHORD DEAD LOAD 5 psf 5 psf • I;THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES ( SSD). THE STUDS p ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY RIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION MASONRY SPECIFICATIONS: DEFLECTION CRITERIA: *`����� .,« ,,,,,,, A. PO 0 TOTAL LOAD L 180 SHALL BE PERMITTED MASONRY HAS BEEN DESIGNED IN CCORDANCE 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 ����� € ��� ''- ROOF FRAMING: LIVE LOAD L/24 / 0.11 ,•''�'�C■M S° , ''''''• FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 DAY COMPRESSIVE STRENGTH OF 2 00 si PER ASTM C1019, 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 �° :' 4 ° 0 , o • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED OR B 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. POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. No. 3 WIND LOADING: CONCRETE MASONRY UNITS (CMU • LINEAR INTERPOLATION IS PERMISSIBLE. _ r o ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A ,. . A..... .ACGOR; N E 1NI,1H 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 ST 0;� MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF . , d - IFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 0 . < "CulL ,CONTAINING VERTI ' L RE NF RCEMENT IN 5 0 MAXIMUM LBOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS + PLUS PRESSURE AND MINUS = SUCTION. . R int. OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR A 0.4 LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MASONRY TEM WALLS: ALL CONCR TE 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, t- STACK BOND SHALL NOTBE USED °'GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR Lu i s A. Pont igo, PE BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR M ANUF./SUPPLIER & SHALL MEET DIAMETERS. ALL EXTERIOR WALLS, BALL 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 FL P E#S 331 1 BASIC WIND SPEED ASCE 7-10} --- 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ( ----------- INTERSECTIONS I 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 rI REvlslOvs DATE MEAN ROOF HEIGHT ----- �ca. BE A MINIMUM' OF 6 . ------------------ 25.0 FT 1 CONVENTIONAL 06.01.1 FRAME ROOF PITCH ---------------------------- 4/12 _---- -1 a a CLAY MASONRY (BRICK): BUILDING CATEGORY ----------------------- II I BRICK SHALL BE IN ACCORDANCE WI TH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. 0 EXPOSURE CATEGORY ---------------------- C 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 COMPRESSIVE STRENGTH OF 2500 PSI INTERNAL PRESSURE COEFFICIENT -------------- ± .18 v - SEE C & C CHART AT 28 DAYS I ABOVE FOR a DIMENSION CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. FIELD ALTERATION GENERAL NOTES: CONTRACTOR SHALL CONTACT LOU o M PMAKING A NYASSOCIATES FIELD MATERIAL SPECIFICATIONS FOOTING AND FOUNDATIONS: MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL a CONSTRUCTION DOCUMENTS.ANY a FOOTINGS AND FOUNDATIONS SHAL 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 FlELDALTERNATIONS OVEDBYLOUPON IGO HARDWARE AND ANCHORS: o -�-; a RECOMMENDED TO VERIFY SUITABLESUBSURFACE CONDITIONS IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF EEINGAPPRATE MAY RE ULTIN o& ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASSOCIATES ION FEE ULT IN ---- 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. ADDITIONALENGINEERtNGOR F 1554 GRADE 36. INSPECTION FEES. ASTM A 307 OR ASTM [NOT ACTUAL PLAN] a 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 NOT SCALE FOOTING DIMENSIONS AND 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 DIMENSIONS PROVIDED ON FOUNDATION M 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) J EXTERIOR SHALL BE GALVANIZED. ELATION: EMBEDMENT OF RODS OR REBAR RETROFIT REBAR/ROD INSTALLATION: SCOPE 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 CONTINUOUS FOOTINGS PROVIDE #3 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 @ 48 O.C. OR ROD CHAIRS. PROV DE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS MINIMUM OF 40 BAR DIAMETERS INTO EACH Cv LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS (U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR CONCRETE SLABS ON GRADE: Ujm SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR R ANY SHALL BE INSTALLED OVER MINIMUM6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR (DUAL CARTRIDGE INSTALLATION ONLY): OTHER PER�5,0NS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF EPDXY: ITW RED HEAD A7 SLAB CALL EOR PREVENTION OF .SUBTERRANEAN TERMITES. SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 12x12 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM T& CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT FOR ALTERNATIVE ETHODS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. WELDED WIRE FABRIC :WWF SHALL BE ASTM A185. WOOD FRAMING SPECIFICATIONS: W FABRIC (WWF): LII >. OF `"STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: ALL WOOD FRAMING HAS BEEN DE'_IGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE CONCRETE OR SOI SHALL BE PRESSURE-TREATED. IF, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL;aATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC H WITH MASONRY, �'fED TOTE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND U LIFT, PRESERVATIVE IS USED, ALL. ATTA HED FASTENERS SHALL BE STAINLESS STEEL. '+ -- MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD TRUSSES: Ln PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 100. ( NTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY CONNECTIONS AND TRUSS PROFILES°`ARE THS RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL .ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING, METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP I IN CONFLICTS THROUGH TRUSS. WHEN USING 2 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. W CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ( ) ti ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESP NSIBLE 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. LAY 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 SMALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL w METAL FLASHING AND VALLEY MAT RIALS. j WATERPROOFING: Q THE CONTRACTOR. SHALL .BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. F' SIMPSON CONNECTORS WOOD FASTENING. SCHEDULE . _ AND ABBREVIATIONS 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 NAIL 2-GUN NAILS @ 12" STAG. ' GABLE_ X-BRACE A35 450 450 12-8dx1'/2" 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS H6-1/2 HEADER SIZE, JACK AND 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. DESIGN __ HIDDEN LINE DESIGNATES SIDE OF H8 620 530 5-1Odx1'/2" EA. END 11470.3 - - WALL THE SHEARWALL SHEATHING RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6 ) GUN NAIL @ 6 SW TO B APPLIED. 8d @ 3/6 CRITERIA MTS12 1000 860 7-1Odx1'/2 EA. END 10456.3 NAILING: CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-G'.UN NAILS 8d@319/6" DESIGNATES 8d„COMMONS @ 3" ' HTS20 1450 1245 24-10dx1 /2 EA. END 13.872.3 O.C. EDGE & 6 O.C. IN THE AND CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD' FILE COPY MSTA24 1765 1270 9-10d EA. END 13872.4 GENERAL MSTA36 2050 1 870 13-10d EA. END 13872 8 CEILING JOIST TO ROOF RAFTER FACE NAIL ,(6-16d) 8-GUN NAILS ADJ - ' ADJACENT LG - Long 2-16d 3-GUN NAILS BM - B AM MANUF - Manufacture NOTES 18-16d TO TRUSS/BEAM JOIST/TRUSS TO PLATE TOE NAIL (2-16d) - OTTOM MONO - Monolithic V EWE�/FOR CODE COMPLIANCE H TT4 3480 3080 11496.2 3-8d 3-GUN "''NAILS BOT CITY>t O ATLANTIC LANTIC BEACH DO NOT SCALE DIMENSIONS FROM 1-�/8"0 ROD TO FTG. RAFTER TO PLATE TOE NAIL ( ) BRG EARING OC - On Center THESE DRAWINGS.IFADIMENSIONIS 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3-1Od) 4-GUN NAILS, CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board SEEPER�IITSFORAt�Ct!'f�pNAL UNCLEARALDR WING HTTS 5250- 4670 11496.2 DBL - OUBLE PERP - Perpendicular iEQU1REINENT$,ANDapNpITWNS ARCHC717 ONT`ACTTDHEEO'RGSOR 1-5/8"o ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2-16d) 3-GUN NAILS DIA - D AMETER PRE ENG - Pre Engineered J ����� �� � � Now PLAN NAME 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EA EACH PSF - Pounds per Square Foot y LUS28 930 780 10655.113 EE - EACH END PSI _ Pounds per Square Inch WEEKS RESIDENCE 4-1Od TO JOIST CON DER TO STUD TOE NAIL (3-16d) 4-GUN NAILS EOR - ENGINEER OF RECORD PT PRESSURE TREATED DESIGN/DRAWN/CHECKED 14-16d TO HEADER 3-16d 4-GUN NAILS EQ _EQUAL QT - Quick Tie cs ADE LAP STUD TO SOLE PLATE TOE NAIL ( ) EXT EXTERIOR REINF Reinforce HU410 905 785 10531..36 6-16d TO JOIST ,► FBC - FLORIDA BUILDING CODE SF - Square Foot SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d ® 16 )' GUN NAIL @ 8 oSCAL s FDN OUNDATION SPF -Spruce Pine Fur SCALE ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FT FOOT SYP - Southern Yellow Pine ` AS NOTED �, - 2016 ABU66 2300 5/8 0 ROD w/ 12-1 fid 10849.6 NAIL SPECIFI CATI ON FTG FOOTING THRU - Through LPA No. N A SIMPSON EPDXY-TIE 11506.4 3"x0.131"� = GUN NAILS 2"x0.113"O = RINK; SANK HDR - HEADER TYP - Typical T N A IZ - HORIZONTAL LION - Unless Otherwise Noted "` WEEK-15-00606 SE / / ), ,� H OR �`� CONTROL No. 10-16d TO STUD/BEAM/POST 2 x0.113 = 6d 21/2 x0.131 = 8d LBS :-- FOUNDS VERT - Vertical LTT20B 1675 1675 11496.3 3"x0.148"O = 10d 3'/2"x0.162"O = 1 od WWF - Welded Wire Fabric SHEET 1-1/,"0 ROD TO FTG. 1'/2"x0.148"0 = 10dx1 '/2 It It It0.131"O = 8dx1 '/2 LSTA12 805 695 10-10d 13872.5 Soso CS16 1705 1705 13-8d 10852.1 SHEET 1 OF 10 i s I SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE - DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and J BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 A! FOUNDATION' SURVEY SHALL BE PERFORMED Ph.242-0908 Fax.241-9557 AND; A COPY OF THE SURVEYS SHALL BE 'ON FL:CA#8344 SC:CA#3579 NOTE: THESE FOOTINGS ARE ITHE SITE FOR THE BUILDING INSPECTORS USE PLACED BEFORE MONOLITHIC PRIOR TO FRAMING INSPECTION HOUSE FOOTING. OR 011111 111 ALL PROPERY MARKERS SHALL BE EXPOSED y�,..A. .....� AND A STRING STRETCHED FROM MARKER TO ;,$ ��.• V\c �•,,Njj/ �,,,�* ISOLATED FOOTING SEE MARKER TO VERIFY REQUIRED SETBACKS DETAIL 8/S1.01 V0.5 o w CURB 4 v 1 Taff of DN owns CURB 1 1 - - - - - - - - - - - - T - - 5 S1, 1 Luis A. Pontigo, PE S1.01 F2.5 S1.01- - FL PE#53311 REVISIONS DATE [F-2.5E 0 CONVENTIONAL 06.01.1 FRAME I I I II 1 4" CONCRETE SLAB w/i I ( PROVIDE 2-#4x4'-CORNER CRACK BARS FIBERMESH @ 1.5 LBS/CU.YD. 1 I I I AT SLAB MID-DEP H. OF CONCRETE OR 6x6 W1.4xW1.41 WWF ON 6MIL VAPOR BARRIER (0 IN PREPARED GRADE. 1 4 I I 5 � 1 FIELD ALTERATION 1.01 I S1.O1 wlw CONTRACTOR SHALL CONTACT LOU S1.01 _ SAWCUT I PONTIGO&ASSOCIATES PRIOR TO - - - - - I MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY NOTE: THESE FOOTINGS ARE FOR SLAB TO SLAB PROVIDE SAW CUTS PER FROM THE INTENT OF THE ORIGINAL PLACED BEFORE MONOLITHIC I I I 1 DIMENSIONS SEE 2/S1.0, BUILDER TO I FICONSTELD RUCTI DOCUMENTS. O tNUMENTS..ADE IOR O HOUSE FOOTING. I I COORDINATE WITH FINISH BEING APPROVED BY LOU PONTIGO 8 ARCHITECTURAL PLANS. I A ASSOCIATES SOT IATESMAYENGINEERINGSULTIN [F2.5 FLOOR MATERIAL. INSPECTION FEES. REINFORCED GARAGE CURB, � I SEE 9/S1.01 I I� 14'-4 5'_g" I F3.5 I� I m � I I CYl CURB ( I - F - - - - � I I I S1.01 - rrlj L _ • ILI SAWCUT L, 3 5 _ I F4.0 ( I - - - - - - - - S1.01 s1.01 I ( 1 1 o 15 J o I 3 S1.01 1 6 S1.01 I I LL.I 4 I 11 I 4 S1.01 S1.01 I I I F3.0 ( _ - SAWCUT - IFF_ 3 14 -3 - ri o I W CURB I I _ _ y6 ' 00 S1.01 F2.5 I S1.01 I o F W S1.01 L - - - - J V) CURB NOTE: THESE FOOTINGS ARE �- -� L_ - _ � PLACED BEFORE MONOLITHIC 4 -3 3.0 1 1 4 HOUSE FOOTING. S1.01 S1.01 S1 01 S1.01 4 Q S1.01 ISOLATED O L ED FOOTING SEE DETAIL 8/S1.01 J FOUNDATION PLAN 4 i DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS FILE COPYUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME FOOTING SCHEDULE AND NOTES WEEKS RESIDENCE FOUNDATION PLAN DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS RD LAP SCALE: 1/4" = 1'-0" F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 06.01.16 F3.0 S-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. SCALE F3.5 S-6" 3'-6" 1'-O" 4-#5 EA. WAY BOT. AS NOTED F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. LPA No. F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. WEEK-15-00606 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE CONTROL No. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED S160 PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF 0 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN 1#4 CONTINUOUS, PROVIDE CORNER BARS 3' EA. SIDE • OF RECESS. (TYPICAL) a ° NOTES: MAX 151/1 TYPICAL WALL FRAMING 1 PROVIDE SAWCUTS TO REATE Lou Pontiso and � AND ANCHORAGE PER � Associates, Inc. �� •° -i� CONSTRUCTION SPECS. APPROXIMATE 12 X 12 MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 420 Osceola Avenue )ax. Beach, Florida 32250 GARAGE CURB DETAIL TO 12 HOURS OF CON C. Ph. 242-0908 Fax.241-9557 PLACEMENT. FL:CA# 8344 SC:CA# 3579 SLAB ON MATCH DOOR GRADE 2 SAWCUT DETAIII� WITH, SEE ARCH.4 ° SEE PLAN. BRICK VENEER IS • x oo 4 ° . �_oSCALE: 3 4" = 1'-0" SLAB ONWALL FRAMING ACCEPTABLE WITHOUTz Q 1 °4. GRADE, INCREASE OF FOOTING ..,v \.N .......•.•+•r'!,',,'�• / S Q� F�p 1 ° . SEE PLAN. SIZE. �;.••'��CE/V0*.. G)�; 0 o Z a ° / TYPI AL WALL FRAMING PAVING :• F•% 0 N \� AND ANCHORAGE PER STEP, SEE ARCH. PLAN. NO^ BY UILDER = ,� . 3 . \/ • a° \� ALT. FOOTING AT CONSTRUCTION SPECS. 12"x12" 1#5 CONT. SLAB ON BUILDERS DISCRETION. — DETAIL (B� o a. a GRADE, a.Q *� A 2s. #5 CONT - - P . 7 a wy E.J. SEE PLAN. •. OE #3 ® 48' 0.'C. ORMATERIAL • %� ',�'► •_ ,.•• �� 'b ;� ROD CHAIRS (TYP.) GRADE, ;;# 4 a SLAB ON ` 1E GRADE � •a• . a .. � SEE PLAN. --�—�` , '�, �� / SEE PLAN. \\'1 ' / \ ° / w �\ a $ � � Luis A. Pontigo, PE 16" w/(2)#5 CONT. 3 FL PE#53311 � 12"x20" w/(2)#5 CONT. 12 x20 2—STD Y, w/(2)#5 CONT. T fCKENED EDGE 12" / 1—#5 CONT. DETAIL Al REVISIONS DATE 0 CONVENTIONAL 06.01.1 FRAME 1 MONOLITHIC EDGE FOOTING 3 BEARING AT IN ERIOR 4 T ICKENED SLAB 5 MONO FOOTING AT STEP DOWN �-o SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4"=1'-0" S1.01 SCA E: 3/4" = 1'-0" S1.01 SCALE: 3/4 FOR MONO—FOOTING e007� NOTES, SEE TYPICAL FIELD ALTERATION POST SEE PLAN. MONOLITHIC EDGE FOOTING CONTRACTOR SHALL CONTACT LOU DETAIL 1/�+�.O1 PONTIGO 8 ASSOCIATES PRIOR TO J MAKING ANY STRUCTURAL FIELD TYPICAL WALL FRAMING MODIFICATIONS WHICH MAY VARY TYPICAL WALL FRAMING FROM THE INTENT OF THE ORIGINAL AND ANCHORAGE PER FOR MONO—FOOTING CONSTRUCTION DOCUMENTS.ANY AND ANCHORAGE PER FIELD ALTERNATIONS MADE PRIOR TO CONSTRUCTION SPECS. NOTES, SEE TYPICAL PROVIDE 3—#3 "CANDY CANE" BEING APPROVED BY LOU PONTIGO 8 CONSTRUCTION SPECS. ASSOCIATES MAY RESULT IN MONOLITHIC EDGE FOOTING 180' HOOKS @ 6" O.C. ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAIL 1/S1.01 11CENTERED ON POST ABOVE. 6" MIN. CURB LAB ON SLAB ON-a,.— GRADE, ° a GRADE, ° 1—#4 CONT. ` J CONCRETE STAND—OFF PAD TO SEE PLAN. . 9� . �? SEE PLAN. W OD POST MATCH ARCHITECTURAL COLUMN / / m DIMS. FOR BOX COL. w/#3 PE PLAN. HAIRPINS AT EA. CORNER Bc 3 TYPICAL ANCHORAGE / Lv � w Cv # ALT. DOTING AT / `� /\, \/ w ALT. FOOTING AT / \ /\ /\� �,� CLOSED TIE AT TOP PER CONST. SPECS. BUILDERS ISCRETION. /~` • '� �'// N "' BUILDERS DISCRETION. �/� `�./ // � T/PAD = HOUSEPAVERS BY '14 ° f/�/ a ° • -- /\ A �.j..� FINISH FLOOR OTHERS .\ a �\ a STEP, SEE a _ i �` ° .! ~` ARCH. ° a 7;;'--FT I--. Pn 7rr-1l ITI o -I �_� V4 -#4 HOOKED 3—#4 HOOKED d �t- (4 MAX.) EQUAL TO SLAB _� ( ( � ( I I 24 VER CALS 8" O.C. fe\�\'j��`�' REINFORCING, 24" VERTICALS 8" O.C: ~ '��'�j�\� �'�' REINFORCING, THICKNESS. ' I ' SEE SCHEDULE. SEE SCHEDULE. 8„ 8» W CONCRETE FOOTING L ISOLATED FOOTING ISOLATED FOOTING (SEE PLAN.) HLAN �SLL FLAN C) ISOLATED FOOTING REINFORCED GARAGECURBSLAB RECESS � PAD AT BOX COLUMNS � 8 0o G g SCALE: 3/ "=1'-0" SCALE: 3/ "=1'—o" S1.01 S1.01 1.0 4 S1.01 4 W TYPICAL WALL FRAMING . 1—#5 CONT. AND ANCHORAGE PER CONSTRUCTION SPECS. m ,.q- 2—#5 CONT. vL SLAB ON GRADE 4 , •a. • / SEE PLAN. 8"x20" w/(2)#5 CONT. /P--' 1 o BEARING AT INTERIOR GARAGE/ SHOWER FOUNDATION �-o SCALE: 3/4"=1'-0" 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 WEEKS RESIDENCE DESIGN/DRAWN/CHECKED CS RD LAP DATE 06.01.16 k SCALE AS NOTED LPA No. WEEK-15-00606 CONTROL No. SHEET FILE COPY S1901 SHEET 3 OF 10 V SYMBOLS LEGEND INTERIOR BEARING WALL. DESIGNATES SHEARWALL THE HIDDEN ------ LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d O j DESIGNATES 8d COMMONS O 8dO3"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" Lou Pontigo and DESIGNATES THE NUMBER OF PLY'S, Associates, Inc. (2)2x8-1/2 HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Qeach, Florida 32250 Ph.242-0908 Fax. 241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 so A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/82.0 +e1e111111111►ttuu rrr prrr,,I X5A307 DIAMETER FULL HEIGHT �.�`° V` •..... fir ''�. THREADED ROD SEE DETAIL 5/82.0 ��`° ••°•\,\C E `•°• • �''� " A307 DIAMETER THREADED ROD �• N 1 • TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.0 * cs • . ox (3)2X6 SPF#2 j i e 1,._ i._ . I V A307 DIAMETER THREADED RODS �: `S� OF POST. (95TERMINATES AT FIRST FLOOR TOP s o ; � +• a-j - Q2)2x6-1/1 (2)2x6-1/ SW NAILING: / -� • • ' $t103" 6" PLATE, SEE DETAIL 5 82.0 � Fi,�°••��I��s •�° / (2)2x6 SPF#2 POST 12" LONG LIGHT GAUGE STRAP LSTA12 FASTEN TO TOP PLATE AND STUD i F q BELOW POST ABOVE WITH 5-10d COMMONS SEE X/SX (3)2x12- /1 Luis A. P o n t i g o, PE GARAGE WING WALL. SEE i - - I WALL STUD SCHEDULE F L P DETAIL 1/S1.1 I I - - - - I E#53311 7 X99 BEAM BM'1 ABOVE I LOCATION PLATE STUD SIZE _ 3 x6 SPF#2 2 2x6-1 1 REVISIONS DATE 6X6 SYP 2 POST w ABU66 I I / ( ) / HEIGHT & SPACING #„ / I 0 T. (2)2x6 SPF#2 EXTERIOR 9'-1" 2x4 SPF#2 O 16" O.C. CONVENTIONAL & /a THREADED ROD OSB ALL I POST. MAX 1Q N 6.01.16 FRAME EPDXIED 12" MIN INTO SLAB. j I SHEATH NG. I I 10'-1 2x6 SPF#2 O 16" O.C. EXTERIOR MAX 2x4 SPF#2 O 12" O.C. C) I I \\-FASTEN TOP OF WALL I I EXTERIOR 101-1 TO 2x6 SPF#2 O 16" Q z to I PER DETAIL 5 14'-0"» I 10-0 � O.C. N J = I INTERIOR MAX 2x4 SPF#2 O 16" O.C. m Z I ' I 12'-0" 2x6 SPF#2 016" O.C. Lz J I " I 2)2x6 POST D Y N INTERIOR MAX 2x4 SPF#2 O 12" O.C. w 100 I ELO W POST A VE w l w l J sn,o No1r� WG ROVIDE SOLID L I m I I J 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION Q m ITHIN FLOOR m r i Q Q OW 2.} MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU 00 CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO&ASSOCIATES PRIOR TO T_ LIJN ARCHITECTURAL REQUIREMENTS. � MAKING ANY STRUCTURAL FIELD I MODIFICATIONS WHICH MAY VARY In k LID Q I (3)2x12 WOOD INF LL. I I m I ° STRAP HEADER 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL '/ v X YELLOW PINE CONSTRUCTION DOCUMENTS.ANY I 1 x5J4 1.8EPA L V I FIELD ALTERNATIONS MADE PRIOR TO Q SEE DETAIL 2/S1. I 4 i ,� PER 7/S2.1 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO& U:� I OST. SEE 3 1.1 FOR ASSOCIATES MAY RESULT IN r ONN. TO STE m I 5 .) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDITIONAL ENGINEERING OR INSPECTION FEES. TO CONCRETE SLAB w/16d MASONRY CUT NAILS O 16» O.C. /4\ BEAM BM4 ABOVE I I SMINIMUM. SEE HEARWALLS 2/82.0 FOR ADDITIONAL ANCHORS AT s1.1 N 5Y4x7 1.8E 2 PARALLAM PSL (3)2x6 (2)2x6 GENERAL NOTES 2 (2) 6 SPF#2# POST. SPF#2 SPF#2 51.1 N POS m POST. POST. (2 2x6-1 1 1.SEE yy DETAIL 2/82.0 FOR WALL FRAMING DETAIL. / ALL STUD SCHEDULE THIS SHEET FOR STUD XmtI SIZES AND SPACING. AT GIRDERS AND BEAMS, GARAGE WING WALL. SEE BEAM BM8 ABOVE PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER 2x6 POST DIRECTLY C� PLIES. DETAIL 1/S1.1 (2) j BELOW P 0 T ABOVE.--// 2. SEE SHEET 80.0 FOR ROOF AND FLOOR • N 6x6 SYP#2 POST w/ABU66 I PROVIDE SOLID BLOCKING � N 3 I SEE 3/82.2 FOR BEAM SHEATHING SPECIFICATIONS. 5 I w WITHIN FLOG SYSTEM. _ & /g THREADED ROD Z c0 �- CONN. (TYPICAL) 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE m I Q = (_') I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Ln EPDXIED 12" MIN INTO SLAB. Q M Q 2 Z �LLJ TOGETHER PER DETAIL 2/S2.1 J (2)2x6 SPF#2 S N w I POST. m � J N 4. INSTALL SOLE PLATE ANCHORS PER DETAIL cv ¢ I m � x I _ 2/S2.0 o = Q BEAM B_A_BO_VE I m 3)2x6 2 co I 7. AT PORCHES, SEE DETAIL 4/82.0 FOR FRAMING X LU W OS N `,, AND HOLD DOWNS N < m (2 10- 1 6x6 SYP#2 POST w/ABU66 �■ v ¢ i BE A M7 A VE 2x6 SPF# 12' I & %8" THREADED ROD c� - FULL H G T I EPDXIED 6" MIN INTO FOOTING SEE DETAIL 4 S2.0. W (3)2x6 SPF#2 (2)2x6-_1__/ � / POST. o ((2)2x6-1/2) rv%r _ - (3)2x12 LD 2 2x12___L( - - - - OVERLAP SIDEWALL (2)2x6-1/1 =(2) -1 1 ( )TOP PLATE / (2)2x6-1/1 Ln ISW NAILING: SEE 3/S2.2 FOR BEAM SEE 3/S2.2 FOR BEAM . ALWAYS PLACE 8d03"/6" CONN. (TYPICAL) CONN. (TYPICAL) w HEADER AT TOP OF ROUGH PROVIDE OPENING (2)INTERME IATE 0 JACK STUDS. . .. . . . . . . . . . . .. . . . . . . . . . . . H TT5 w/ _ .. . . . . _ . . . . . �$ THREADED ROD FIRST LEVEL WALL FRAMING PLAN EPDXIED 12" p SCALE: 1/4" = 1'-0" i EXTEND HEADER TO 2 2 2 FAR SIDE OF WALL 6x6 POST AS SHOWN. 6 6 6 4'-0"x4'-0" PIECE OF WALL SHEATING INSTALL AT UPPER (2)2x6 CORNER 1" BELOW GARAGE HEADER 1ST LEVEL JACKS J ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1) - -- -- �J SHOWN) WALL KING. FASTEN 2)2x8 TOP PLATES FASTEN SHEATING TO HEADER w 8d COMMON QR GALV. BOX NAILS RIPPED 'TO FIT w/ (2)ROWS FASTEN (2)2x8 TOP PLATES FRAMING " / � " RIPPED TO FIT w TRUSS E36 IN 3 GRID PATTERN AS SHOWN AND 3 O.0 IN ALL FRAMING OF #12x 6 TEK SCREWS @ FLOOR FLOOR 7 / (2)ROWS PLAN (STUDS, BLOCKING & SILLS) TYP. 0.C. STAGGERED. SHEATHING. SHEATHING. OF #12x2 6 TEK SCREWS @ -- 8 O.C. STAGGERED. DO NOT SCALE DIMENSIONS FROM A (2)1/2"OX7" LONGLAG SCREWS THESE DRAWINGS.IF A DIMENSION . . DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w UNCLEAR REFER TO THE / 3-16d SINKERS 7 I I I I IN PRE-DRILLED HOLES ARCHITECTURAL DRAWINGS OR �. I I I � CONTACT THE E.O.R. l 6x6 POST WITH ABU66 I I PLAN NAME w/ 5/8" THREADED ROD WEEKS RESIDENCE EPDXIED 12" MIN. DESIGN/DRAWN/CHECKED PROVIDE 7'-0 OF (3)2 12 INFILL WHERE I-JOIST SHOWN ON PLAN. ASTEN INFILLJO TO SHEATHING ATTACHES TO Cs RD LAP PACK BEAM SOLID FOR 12 AT DATE STEEL w/ (2) OWS 5/8"o A307 END OF BEAM. FASTEN TRUSSES ON EACH SIDE OF STEEL BEAM. 06.01.16 CARRIAGE BOLTS (4' GAGE - ROUND W1 434 STEEL BEAM. 2-CS16 EACH w/2-3/4" THRU BOLST MINIMUM SCALE SIDE OF POST 5 BEARING HEAD WITH SQUARE NECK) @ 16" O.C. LVL BEAM PER PLAN. DEPTH OF STEEL BEAM AS NOTED (RECESS INTO OUTER PLYS). POST FIT TIGHT ON SYP DBL. TOP PLATES LPA No. BELOW STEEL BEAM WEEK-15-00606 1 GARAGE WING WALL FRAMING 2 STEEL BEAM CROSS SECTI N. CONTROL No. WHEN O 3 POST TO STEEL BEAM CONNECTION. 4 STEEL BEAM TO LVL -- NOTED S1.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 81.1 SCALE: 3/4" = 1'-0" 81.1 81.1 SCALE: 3/4" = 1'-0" SHEET FILE COPY siel '000ssssSHEET 4 OF 1 Q ssoos)II i f SYMBOLS LEGEND f H2.5T t DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES& 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. r 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. i 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.Q. Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 FL:CA# 8344 SC:CA#3579 i .°° •, �� �•• ✓`C E •+S SV . s N°'53311 'O ; S SHEATH UPPER WALL THRU LOWER ROOF TO T T F /��{ A M- -ra} i{�� S 2.2 F �.( lJ L LO W. _ I ¢7 rry1i ^gP 11 't f k'' f;Z i ; �• its kF �. t F P •• t S2.2 8 O2 HTS16 S2.2 - OSB BLOCKING 2 Nff PER DETAIL 5/S2.1 S2.2 FASTEN JOIST OVER Luis A. P o n t i g o, PE r J ( )HTS16 SHEATHING w/ LUS210 FL P E#S 3311 J`,+ Till _ L (2)HTS16 SIMPSON HANGERS. JII J R2229 M L WE REVISIONS DATE BM 1 ECONVENTIONAL r FRA 06.01.16 j L 2x12 SYP#2 FLOOR IIII r JOIST @ 16" O.C. S2.2 III Iil� cn F- III r V) OSB BLOCKING L v PER DETAIL 5/S2.1 o 0 I CO ►O N III r FIELD ALTERATION IIII p Ili L CONTRACTOR ON TGOTB RSSOC SHALL CONTACT LOU IATES PRIOR TO MAKING ANY STRUCTURAL FIELD L �.2 MODIFICATIONS WHICH MAY VARY mill CO r FROM THE INTENT OF THE ORIGINAL 16 TJI 560 J01 TS � FIELD ALTERNATIONS MADE PRIOR TO r CONSTRUCTION DOCUMENTS.ANY it @ 24" O.C. III L BEING APPROVED BY LOU PONTIGO 8 JillL m r ASSOCIATES MAY RESULT IN Ili L ADDITIONAL ENGINEERING FEES OR 2x6 RAFTERS BM4 W14x34 STEEL BEAM � � 24" O.C. r DECK JOIST '- EACH SIDE m Ill L OF POST r I 111 L (TYP.) m r 111 III (2)HTS16 L MRj W • U) 16 TJI 110 I III m o Cj JOISTS 2 24' II 0.C. 1 � 4 o �-o S2.2 I M _ N (2) TS16 IIII � (� m / ��' �► 1111 ,J II 2x8 SYP#2 LEDGER. FASTEN NXOVER SHEATHING w/ 7-8d I - - BM5 I COMMONS @ 16" O.C. III (2)HTS16 B M 7 %o (2)HTS16 (00 J j i 1 Lf) SHEATH UPPER ALL -IF THRU LOWER ROOF BEAM BELOW. 2 S2.2 W BEAM SCHEDULE SHEATH. UPPER .WALL. 2x8 SYP#2 LEDGER. FASTEN r� NAME THRU `LOW R ROOF TO 1 4 2x6 SIZE OVER SHEATHING w/ 7 8d RAFTERS O BM1 (2)1.75x16 1.9E LVL 'BEAM BELOW. COMMONS C�? 16" .C. S2.2 S2.0 @ 24 O.C. BM2 (2)1.75x16 1.9E LVL BM3 (3)1.75x16 1.9E LVL J BM4 W1 4x34 STEEL BEAM BM5 (2)1.75x16 1.9E LVL ' SOLID LUMBER HANGER SCH DULE HANDRAIL POST, SEE BM6 (2)1.75x16 1.9E LVL BY OTHERS PLAN JOIST HANGER TRUSS ROOF RAFTER NOTES: ST APPING NGT BM7 - (2)1.75x16 1.9E LVL 2x10 LUS28 ES BM8 (3)1.75x16 1.9E LVL 2x12 LUS210 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WALL FRAMING AT P 0 FI G SET ONE JOIST EACH gMg (2)1.75x16 1.9E LVL WITH 2-12d TOENAILS 8c 1-SIMPS N H2.5T UPLIFT (2)2x12 HUS210- STRAP UNLESS OTHERWISE NOTED Y U LD R SIDE OF UPPER POST FLOOR T111SS SET POST DIRECTLY PLACEMENT FLOOR SHEATHING ON WALL BELOW, PLAN F � i STRAP w 4-CS1fi H, 9�AR$H. i I � "Ilwii" aim I RIMBOARD SLOPE I I I DO NOT SCALE DIMENSIONS FROM I I H 2.5T @ THESEDRAWINGS.IF A UNCLEAR REFER DIMENSION rs EACH JOIST. ARCHITECTURAL �HCONTA`CT THE DRAWINGS S OR I PLAN NAME FLOOR BEAM, LUS210 HANGER JOIST, SEE I WEEKS RESIDENCE FLOOR TRUSS PLACEMENT PLAN SEE PLAN. PLAN FASTENED OVER HEADER, DESIGN/DRAWN/CHECKED SCALE: N.T.S. SHEATHING. SEE PLAN cs RD LAP NOTE: DATE 1. TASTE ROOF TRUSS TO TOP` PLATE w/ 2-12d TOENAILS AND 06.01.16 UPLIFT CONNECTOR, SEE PLAN. SCALE AS NOTED LPA No. WEEK-15-00606 1 TYPICAL PORCHSECTIONCONTROL No. -- I F7mM M S1.2 SCALE: 3/4" = V-0" SHEET FILE COPY Sle2 SHEET 5 OF 10 SYMBOLS LEGEND F7mM M INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN 5 �� LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAILING: 8d O j DESIGNATES 8d COMMONS O 8d03"/6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" Lou Pontigo and DESIGNATES THE NUMBER OF PLY'S, Associates, Inc. (2)2x8-1/2 HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. 420 Osceola Avenue BEAM OR TRUSS, SEE PLAN Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 ANCHOR LEGEND FL:CA# 8344 SC:CA#3579 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.0 " A307 DIAMETER FULL HEIGHT AV`•�`,```,V`S o• ���� X5 THREADED ROD, SEE DETAIL 5/S2.0 .• •• 4.0 " A307 DIAMETER THREADED ROD N v, TERMINATES AT FIRST FLOOR TOP = 53 1 w PLATE, SEE DETAIL 5/S2.0 = * w t EF.. sttia'4�;°i� l tl °`',' Ip "d ;.,� ����. �,+s�r lf;i:i' a ' TERMINATES AAT 1FIRST�F FLOOR THREADED D 0 : S TE •,�� , � I ' , (Eb = : of . i SW NAILING: PLATE, SEE DETAIL 5/S2.0 '� .T • •• ` SdC�3" 611 �,,�F •.�R I D�:.• t�, ,. de / 12" LONG LIGHT GAUGE STRAP * LSTA12 FASTEN TO TOP PLATE AND STUD � �� STRAP WALL TO BEAM C(2)M-1/2� , (2)2x6-1/2 WITH 5-10d COMMONS SEE X/SX Luis A. Ponti o, PE BELOW PER DETAIL 7/S2.2. (3)2x6 S F#2 SEE 3/S2,2 FOR BEAM WALL STUD SCHEDULE L g POST. CONN. T PICAL F P E#5 3 31 1 SHEATH UPPER WALL o { ) 0 0LOCATION PLATE STUD SIZE THRU LOWER ROOF TO (2}2x6-1/1 (2)2x6-1/1 ° (2)2x6-1/ (2)2x6-1/1 HEIGHT & SPACING KoREVISIONS DATE EXTERIOR 9'-1" 2x4 SPF#2 O 16" D.C. CONVENTIONAL BEAM BELOW. I — MAX 1 06.01.1 FRAME I I (2�2 X 1 10'-1 2x6 SPF#2 0 16" O.C. g EXTERIOR MAX 2x4 SPF#2 O 12" O.C. SB WALL I � N I SHEATHING. 0 EXTERIOR 1°,—i"TO 2x6 SPF#2 O 16" O.C. � N I I x 14—0 Q` I OF WALL N ^ INTERIOR 1 MAX" 2x4 SPF#2 O 16" O.C. m N (.7 = ( 5/52.1. C14 `N' INTERIOR 12'-0" 2x6 SPF#2 O 16» O.C. gc Z MAX 2x4 SPF#2 O 12 O.C. pJ \ J � I N f— < (0 Q M I w N sn,n wo,l� Z I Q 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE FIELD ALTERATION Q w N PROVIDE 0 w (2}INTERMEDIATE cn I Q m 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR SHALL CONTACT LOU CONTRACTOR MAY INCREASE STUD SIZE TO MEET PONTIGO 8 ASSOCIATES PRIOR TO LII JACK STUDS. 0 Q ARCHITECTURAL REQUIREMENTS. MAKING ANY STRUCTURAL FIELD N < x 6x6 SYP#2 POST. FASTEN TO MODIFICATIONS WHICH MAY VARY Q °- I (2)2X6 SPF#2 I Q N 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN FROM THE INTENT OF THE ORIGINAL tY 3 w I I w �-. HEADER/WALL BELOW w/ YELLOW PINE CONSTRUCTION DOCUMENTS.ANY I— p I POST. I m 00 Q 0 04 FIELD ALTERNATIONS MADE PRIOR TO 0 —I I I N �g, (4)CS18 STRAPS. (4 PLACES) 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. BEING APPROVED BY LOU PONTIGO 8 W ASSOCIATES MAY RESULT IN mI I 2x6 SPF 2 z w 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS ADDITIONAL ENGINEERING OR I I # J Q TO CONCRETE SLAB W/16d MASONRY CUT NAILS O 16" O.C. INSPECTION FEB. I I W MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT U SHEARWALLS % I CEI BE M AB � o — - —' — — — — — m 0 GENERAL NOTES C� 2x6 SPF#2 POST. 2 2x6 SPF 2 POST. \ cv FASTEN TOP & ( # 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. m I FASTEN TOP & X N SEE WALL STUD SCHEDULE THIS SHEET FOR STUD 1 (2) 1:6 SPF#2 BOTTOM w/(2)HTS16 BOTTOM w/(2)HTS16. `%4 SIZES AND SPACING. AT GIRDERS AND BEAMS, N PO 4 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER I — (2)2X 0 PLIES. N I a 2. SEE SHEET SO.0 FOR ROOF AND FLOOR • /3 2x12 `■j■., � I \ ) U SHEATHING SPECIFICATIONS. < V) I • � M �p 2 X #2 P ST. Q 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE w� I PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES Ln 0 — I )2X6 SPF# A T N N N _C14 TOGETHER PER DETAIL 2/S2.1 J I— Q I RIDST. N 0 T M jw (2�HS 16 w (2)2X6 SPF#2 ® = 4. INSTALL SOLE PLATE ANCHORS PER DETAIL J I POST. FASTEN 2/S2.0 Q Nw / W PROVIDE TOP & BOTTOM NPROVIDE 7. AT PORCHES, SEE DETAIL 4/S2.0 FOR FRAMING Q n (2)INTERMEDIATE w/(2)HTS16. .� � 2 INTER ATE AND HOLD DOWNS J Ir � � JACK STUDS. O2 0 2 2 c0 � ( ) W _j — N Ld .4.X Lf) m N PROVIDE N 7 (2)2x6-1/1 1 (2)2x8-1/2 2x6 SPF 12 O.C. W .. (2)INTERMEDIATE SHEATH UPPER FULL H GHT WALL. JACK STUDS. WALL THRU I FASTEN TOP AND LOWER ROOF TO -- -- PROVIDE W BOTTOM w/HTS16 BEAM BELOW. (2)INTERMEDIATE IW JACK STUDS. SHEATH UPPER WALL STRAP WALL THRU LOWER ROOF TO STRAP WALLTO WALLTO BEAM PROVIDE BEAM BELOW. ((22)2x8-2/ BELOW PER BELOW PER (2)INT RMEDIATE W SW NAILING: DETAIL 7/S2.2. DETAIL 6/S2.2. JACK STUDS. SdO3 „/61. FASTEN TOP AND W BOTTOM w/HTS16 O Rj 2ND LEVEL WALL FRAMING 3 PLAN 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 SECONDS LEVEL WALL FRAMING PLAN WEEKS RESIDENCE DESIGN/DRAW N/CHECKED SCALE: 1/4" = 1'—O" CS RD LAP DATE 06.01.16 SCALE AS NOTED LPA No. WEEK-15-00606 CONTROL No. SHEET FI.LE COPY S193 SHEET 6 OF 10 SYMBOLS LEGEND ) r7mM HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES ROOF RAFTER 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. PER PLAN 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 2x4 LATERAL BRACE "RAT NAIL BRACE TO 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O• Lou P O n t i g 0 a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR Associates, Inc. RUN" @ 48" O.C. NAILED w/ CEILING JOIST w/ UPLIFT CONNECTOR AND MAY FASTEN TRUSS To THE FOUNDATION W/ QGT {2} 10d NAILS @ EA. JOIST 10d NAILS @ 4" w/QT PER MANUFACTURER'S SPECIFICATIONS. (2) 12d TOENAILS EACH 5. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, 420 Osceola Avenue 0.C. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. [leach, Florida 32250 SIDE OF RAFTER. FROM EACH OTHER. Ph. 242-0908 Fax.241-9557 FL:CA# 8344 SC:CA# 3579 ' 21. po c-E/ ,,,`,,r,/,lll 11 l l l t I I HIII Pry1l CEILING JOIST DOUBLE CEILING CEILING JOIST V • PER PLAN JOIST PER PLAN PER PLAN N • • w = •5 1 : w= ora �• � ^' + pv ,,: CONVENTIONAL ROOF DETAIL ;,,., ._t S1.4 SCALE: 3/4" = 1'-0" Lu l s A. Pont igo, P E FL PE#53311 REVISIONS DATE QCONVENTIONAL 06.01.1 FRAME TRIPLE 2X10 BELOW KING 2 FIELD ALTERATION POST S1.4 CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD ZFROM MODIFICATIONS WHICH MAY VARY 6-0.131 X3 1 1 FCONSTRUCTIONN DOCUMENTS ANY L S1.4 o S1.4 FIELD ALTERNATIONS MADE PRIOR TO O BEINASSOCIATES MAY RG APPROVED BY LOU ESULT IN B 2x6 CONT. w/ ROOF RAFTER ADDITION L ENGINEERING NGI F ERING OR EES. 4-0.131 x3" PER PLAN (I i 2x4 CONT. w/ 2-0.131 x3" PURLIN BRACING I I (2)2x10 2 2x6 CONT. w/ 6-0.131 x3 SEE 1/S1.4 to I I I I ( )2x10 2-0.131x3" @2x4 DIAGONAL 610 CEILING JOIST I I I I � @ 24" 0.C. 3 0.C. ® 48" 0.C. II II t I > to ` ' I II II II • � • 2 I I I I S1.4 II II m II II0 O 6-0.131x3" CEILING JOISTSZ , II =_ __ ___ _ ___ __ ___ _ = r II � SEE PLAN II II w N J ii II LUS210 I I HANGER H GU S414 I I I I W II (TYP) ❑ N I /000* II II II 2 CONVENTIONAL SCHEMATIC , , I , PL 16L.VL1 - I ii (f)ii S1.4 SCALE: 3/4" = V-0" 2x10 CEILING JOTS 2 2x10 II O II •• ) 0 24 0.C. w II w N II 2-CEILING ROOF SHEATHING, RIDGE BEAM, JOIST BELOW I II SEE SPECS SEE PLAN KING POST--",,., OST 1 II I 1 II II II I II (2)2x8 ��.4 Z U 0 11 1 1112xhEI I Nim I T I ' I I -- -- -- - I U 0 _ _ K'2 I I I I -- -- --- - I O� N - S1. X II II ' N a 2-CEILING I I (2)2 8 JOIST BELOW N KING POST 161 II II (2)HTS16 2 II II S1.4 2 HIP II (2)2x10 11 S1.4 2x6 T BRACE w/ 1 0.131x3" @6" 0.C. 2x4 POST-/ S1.4 2x6 FASTEN TO 2x4 w/ 0.131x3" Q 4" 0.C. o 0 o S1.4 00 CEILING JOIST 2x4 w/ 2-0.131x3" CEILING JOIST PLACEMENT @ EA. RAFTER CEILING JOIST PLACEMENT PLAN PLAN f SCALE: 1/4" = 1'-0" K003� 1 f KING POST DO NOT SCALE DIMENSIONS FROM i p THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR f ¢ CONTACT THE E.O.R. S1.4 SCALE: 3/4" = 1'-0" , k PLAN NAME r WEEKS RESIDENCE DESIGN/DRAWN/CHECKED CS RD LAP DATE 06.01.16 SCALE AS NOTED LPA No. WEEK-15-00606 CONTROL No. i SHEET FILE COPY S104 SHEET 7 OF 0 SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: . 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5= Lou P o n t i g o a n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR A s s o c i a t e s, Inc. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURERS SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON V/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 No. W 1 2x6 ROOF RAFTERS s3 STAT • Sid 2. C9> 16 O.C. - •• - o 1 4 '✓j�s'V,}1 ate' r�s��e*•s`1j���<``` S2.2 S2.0 EtA Luis A. Pontigo, PE FL PE#53311 o 117 r REVISIONS DATE �-�- -t FRAMEVEN11ONAL 06.01.1 KING POST SEE y�'� �� JQ� / / ROOF 3/S1.4 (TYP) L �'+ +� RAFTER SIMPSON F� H 2.5 T 2 r'+7 n 2x6 OLLAR TIE w/ ,��Q EACH RAFTER. S1.4 0 ,yIII 6-0. 31x3" EA. END +`b � 2x4 WOOD �.o D ' B LOCKING FIELD ALTERATION 00 X g 4 CONTRACTOR SHALL CONTACT LOU N � PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FLED __ 2x8 RIDGE / S2•0 MODIFICATIONS WHICH MAY VARY 2x6 ROOF RAFTERS 2x6 COLLAR TIE w/ - FROM THE INTENT OF THE ORIGINAL " FIELD"ALTERNATIONS UCTION DE PRIOR TO TS.ANY C°? 16 O.C. 6-0.131x3 EA. END �p � SIMPSON H2.5T BEING APPROVED BY LOU PONTIG08 AN ^^ r�„ 8d © 3 O.C. � ASSOCIATES MAY RESULT IN +� ANGLED KING POST @ 32 O.C. ADDITIONAL ENGINEERING OR LEDGE OF SHEATHING. PORCH SHEATHING AT INSPECTION FEES. 2x8 RIDGE -BOTTOM CHORD OF 2x4 PONY WA LL. WALL �+ may, TRUSS SEE 4/S2.0. STUDS ® 16" O.C.Q. SHEATHING PONY WALL. SEE A � m �y� Q DETAIL 1/S1.5. +� ROOF M + Y x6 LAG SCREW ` 4 SHEATHING w/ ROUND WASHER S2.2 C� 24 0.C. ml I 0 lip, Ilm 'O BEAM PER PLAN. ------ 2 L SEE DETAIL 4/S2.2 w I y� I S2.0 S1.4 N ��.� I I KING POST w 2x6 COLLAR TIE w/ I SEE 3/S1.4 1 8d @ 3" O.C. 6-0.131x3 EA. END I (TYP) S2.2 EDGE OF SHEATHING. PONY WALL DETAIL �Q cb� d' ul S1.5 SCALE: 3/4 = 1'-0" � W LD 1 ' 1 S2.2 S2.2 M V J 1 S2.2 1 S2.2 ROOFRAFTER NOTES: 1. ALL CONVENTIONAL FRAMING SHALL BE SOUTHERN YELLOW PINE No#2 2. ALL ROOF RAFTERS ARE 2x6 © 24" O.C. (U.O.N.) 3 STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ij PLAN NAME WEEKS RESIDENCE i DESIGN/DRAWN/CHECKED ROOF FRAMING' PLAN CS RD LAP SCALE: 1/4"'= 1,-0" DATE NOTE; 06.01.16 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND SCALE UPLIFT CONNECTOR, SEE PLAN. AS NOTED LPA No. WEEK-15-00606 CONTROL No. F7mM M I SHEET FILE COPY Slo5 SHEET 7 OF 10 TYPICAL WALL FRAMING NOTES: TYPICAL HEADER NAILING 1. USE SPF#2 OR BETTER FOR 0.131X3" TOE NAILS TYPICAL DOUBLE TOP FILE COPY S2,00 ALL WALL STUDS.. ROOF SHEATHING, 2X6, 2x8 = (5) NAILS PLA SPLICE SEE SPECIFICATIONS TYPICAL STUD NAILING: 2x10 2x12 = 7 NAILS '— TYPICAL TOP PLATE NAILING: 2. USE SYP#2 FOR ALL TOP 0.131x3" END NAILS: ►� ( ) 0 MIN. SPLICE LENGTH (2) @ 2x4, _ ( } / (16) 0.131x3 NAILS FASTEN ALL TOP PLATES PLATES AND SOLE PLATES. 9 .LVL, 11 LVL = 7 NAILS 14" LVL, 16" -LVL (9) NAILS EVENLY SPACED TOGETHER w/ (3) ROWS AT TWO STORY CONDITIONS SEE 1 S2.2 (3) ® 2x6, PROVIDE SOLID Lou Pontigo and 3. USE SYP#2 FOR ALL TOP / OF .131x3 Ca? 12" O.C. STAGGERED. BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPEF7mM m R Associates, Inc. HEADERS 4 ® 2x8• SYP#2 LEVEL POSTS & JACK STUDS ----------- SYP#2 DBL. HEADER 4. ALL WALLS SHALL BE I 6"MAX. TOP PLATE PER PLAN 4'-0" MIN. 420 Osceola Avenue BALLOON FRAMED FULL t, I FULL HEIGHT ANCHOR ��, Jax. beach,Florida 32250 I '� I EITHER SIDE OF PLATE Ph.242-0908 Fax.241-9557 HEIGHT TO ROOF OR FLOOR I HEIGHT CHANGE FL:CA# 8344 SC:CA#3579 BEARING ELEVATION, U.O.N. ON I I PLAN. 2x—BLOCKING ONLY RAISED BUILDER MAY CHOOSE EITHER THE DROPPED ------- REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: HEADER CONDITION OR RAISED HEADER CONDITION 5.) FASTEN BOTTOM PLATE OF PERMANENT TRUSS SYP#2 DBL. 2x SPF DIAGONAL BLOCKING °," S A. INTERIOR LOAD BEARING BRACING BY OTHER TOP PLATE SIMPSON H2.OL OR DROPPED FASTENED w/ 3-0.131"x3" ° � 0�q�'to WALLS TO CONCRETE SLAB LSTA12 STRAP FOLDED EA. END TYPICAL. .•' `�C��`°. w/1 fid MASONRY CUT NAILS C� OVER TOP PLATE HEADER SHEATHING MAY EXTEND 2" `��16" O.C. MINIMUM. SEE BLOCKING AT ALL __ _ _____ PAST BLOCKING— WINDOW * NO.S3N FOUNDATION PLAN ADDITIONAL ---- ----_ ARCHED ATTACHMENTS MUST SYP#2 HEADER -o ANCHORS AT SHEARWALLS SHEATHING JOINTS: V }dr t �..,. _ TRANSOM ANCHOR INTO 2x MATERIAL. 2x4 FLAT WISE. FASTEN FASTEN LOWER STUD .h r r �� , 9 _ 3 ,, FULL HEIGHT PER PLANS13 EACH END WITH 2-10d , ; .�, I �. :I / �+. 1 I i It G4 ''' 0TI0F`Y' - V i I` ,• N I' 1 I"' Iry ANCHOR SEE -.,'��.:.� •j . TO TALLER STUD w/ I I SEE, RICHT - , IDA,.•`' �' TOENAILS. ONLY REQUIRED 2—ROWS OF 1 O COMS PLAN FOR SIZE JACK AND ' °'�•-••••' � •�`' AT SHEATHING JOINTS FOR !� - G� •�` SOLE PLATE ANCHOR SCHEDULE INTERIOR BEARING WALL: EXTERIOR WALLS AND @ 12 O.C. 'WIN SILL_ EE AND LOCATION KING STUDS, , SEE PLAN FOR STUD SIZE SHEARWALLS TYPICAL SOLE SCHEDULE 3/S2.0 SEE PLAN THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE Luis A. Pontigo, PE AND O.C. SPACING. PLATE NAILING: FOR SILL SIZE A D WINDOW SILL SEE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE FL P E#5 3 31 1 0.131x3" TOE NAILS: CONNECTION EACH SCHEDULE 3/S2.0 SOLE PLATE ANCHOR: 3/8 40" 16" 2x2x'/8" 3'/2" 1 3/4" FLOOR SHEATHING, � END FOR SILL SIZE AND , » CONTINUOUS BLOCKING SEE SPECIFICATIONS (3} ® 2x4, /2 0 x fi LG (MIN 1/2 48" 24" 2x2x'/ " 3'/2" 1 3/4" ���� DATE WITHIN FLOOR SYSTEM (4) @ 2x6, CONNECTION EACH 34" EMBED.) 8 END MASA 48" 24" N/A N/A N/A 0 CONVENTIONAL 06.01.1 WHERE POST IS ABOVE. 16d COMMONS (5) @ 2x8. THREADED ROD ANCHOR DRILLED & © 16" O.C. n -- —n FRAME z w PT. SPF#2 EPDXY w 2"O x " SOLE PLATE PLATE WASHER SYP#2 DBL. I I w � SEE SCHEDULE BELOW TOP PLATE I = cn o J I I I I J "000 FIELD ALTERATION 0 � � FOUNDATION EE PLAN 2x6 SYP#2 BLOCKING BETWEEN I I I 8 ,/ EA. TRUSS. FASTEN TO TOP CONTRACTOR SHALL CONTACT LOU 2 PLATE w/ 10d ® 4"O.0 PMAKING ANYSSTOCIATES RucTURAL�FlE D MAX. MIN. 2x6 SYP#2 NAILER MODIFICATIONS WHICH MAY VARY I R TO Q WALL FRA ING AT WALL FRAM GAT WALL FRAMING G A T FASTENED TO TOP FROM THE INTENT OF THE ORIGINAL ------ — _J I ___ _j w N PLATE CHANE CONDITION RAISED HEADER CONDITION FROM SOLE DROPPED HEADER CONDITION FIELD > PLATE BREAK PLATE w/ 10d ® 3 o.c LTERNATIONS MADE PRIOR TO o BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR SEE 1/S2.2 SEE 2/S2.2 2 TYP. WALL SECTIONS INSPECTION FEES. INTERIOR BEARING �_O SCALE: 3/4" = 1'-0" WALL: SEE SCHEDULE BLOCKING AT ALL FOR STUD SIZE m SHEATHING JOINTS: AND O.C. SPACING. WALL WINDOW SIL SCHEDULE PORCH SHEATHING, HEADER I 2x4 FLAT WISE. SHEATHING SEE SPECIFICATIONS ' END ROUGH DROPPED HEAD MINIMUM END BELOW I FASTEN EACH END OPENING OR SILL PLATES FASTENER EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT WALL SHEATHING < 4'-4" (1)2x4 SPF #2 4)12d TOE NAILS I HEADER & SUPPORT BLOCKING AT ALL TO SOLE PLATE " PORCH PARALLEL PORCH POST PER PLAN. 2 MSTA24 SHEATHING JOINTS < 6 —4 (2)2x4 SPF #2 )12d TOE NAILS , I ( ) SHEATHING JOINTS: RAISE / FROM i TO WALLrn FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN 4 < 8'-4" 3 AND SHEARWALLS BOTTOM OF SOLE ( )2x4 SYP #2 �)A34 + (4)121 TOE NAILS ; PERPENDICULAR I STRAPS WALL EACH END WITH 2-10d PLAN AND FASTEN < 12'-0" (3)2x6 'SYP #2 1}A.35 + (4)12d TOE FAILS SYP 2 (2)12d TOE 24" 16 GAUGE TO WALL U Lf) # POST BASE: SHEATHING TOENAILS. ONLY REQUIRED w 8d C�? 3" O.C. I i I N — POST AT SHEATHING JOINTS FOR / SEE BELOW FOR BOX GIRT REQUItED BETWEEN ; HEADER, AILS E.E. STRAP w/1124 16 GAUGE 4x4 POST:ABU44 EXTERIOR WALLS AND WINDOWS IN TWO STORYLEAR HEIGHT :WALLS. � � � PER PLAN OPENING (MIN) 10dx1Y EA. END BELOW STRAP w/11— 6x6 POST:ABU66 SHEARWALLS ' f _ 10dx1Y" EA. END i ! (6)12d TOE NAIL END PORCH. ;TOP & BOT. FASTENER PORCH HEADER SLAB °' SEE DETAILS SEE DETAILS 2x_ SPF T&B w/ ( SEE PLAN C) ON S1.01 ON S1.01 12d @ 8" O.C. j ! '°` HTS160 5 , ° __ __ , ; /8 ROD �+ � r— r— r----- — --� (TYP) KING & KING & JACK STRAPS MSTA24 --- ---- ---- • EPDXIED • w JACKS •I: � STUDS SEE PLAN I I w = SHEATHING PER PLAN STRAPS 6" MIN I I I I CONT. AT A , PLAN VIEW OF PLAN VIEW OF ELEVATION VIEW OF I I I I I I Of Q GIRT/VERT HEAD OR SILL PORCH HEADER PORCH HEA DER PORCH HEADER JOINT. SIMPSON LTP4 ON PLATES SEE I I I I I AT CORNER POST AT POST AT POST M I INSIDE FACE, IF NO W SCHEDULE I I I I I I 2x SPF RIPPED JACK STUD P SHEATHING P L..---_--_--_J L_____________J L—_--___ ____J TO FIT ARCH. I , PORCH S H S ECIFICATIONS: DEPTH REQ'D. `BOX BEAM BETWEEN WINDOW ROUGH OPN G, SEE ARCH. '/2 " GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6"o.c EDGE & FIELD SINGLE STORY MULTI STORY SECTION A—A IN TWO STORY FRAMING OR W 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 6 o EDGE AND FIELD ri"*� TYP. WALL SECTIONS 3 WINDOW HEAD AND SILL FLING 4 TYPICAL PORCH FRAMING DETAILS �-o SCALE: 3/4" = 1,-0" S�_O SCALE: 3/4" = 1'-0" �-O SCALE: 3/4" — 1'-0" WHERE ANCHOR IS SPECIFIED ON FULL HT A ICHOR TERMINATES ;D J CONVENTIONALLY STRAP CONVENTIONALLY STRAP ! -- PLAN ADJ. TO GIRDER BEAM AT .UPPERM ST TOP PLATE i --------- ,�---� WHERE MAX. ANCHOR WHERE MAX. ANCHOR / WASHER - L, I v SPACING IS EXCEEDED SPACING IS EXCEEDED LOCATE ANCHOR WITHIN w/ NUT AN WASHER D _ PLAN I FULL HEIGHT 6 OF POST. - I j -- -------- -y-`� - ANCHORING SPECIFICATION S 14 I I I I I I i I I I 1 DOUBLE FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING I I I I I I I UPLIFT SOLE - FULL HT. TOP PLATE. �. ANCHOR SYSTEM SHALL CONSIST OF %"� A307 THREADED -- CONNECTOR PLATE RODS, ORIENTED VERTICALLY AND ATTACHED TO THE I I I ► I 1 POST, PER I ' DOUBLE TOP ANCHOR it FOUNDATION AND T I i I i i I PLAN i i PLATE SEE PLAN 0 THE UPPERMOST PLATE AT THE MAXIMUM SPACING �f / LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE SEE THREADED ROD j-TJ,- _ TOP PLATE, PROVIDE A 2"x 2"x X" STEEL WASHER. TYPICAL WALL STUD FASTEN WITH A NUT AND ALLOW AT LEAST 3 I I I I SPECIFICATIONS ON A OR POST. - --- - I I I I I J I SOLID BLOCKING I PLAN I FULL HEIGHT Q 1 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) I I WITHIN FLOOR I I --- THREADED ROD ------- ----- - WOOD I I TYP I I SEE PLAN -- - �j -- ROD INSTALLATION: AT ALL PLATE PENETRATIONS I (TYP) I I __ ! �__— _ ----- ! T--- j' PROVIDE A HOLE IN THE PLATE " LARGER THAN THE ^A A 1 I I I FRAME — —I — — — — — I ELEVATION ; DIAMETER OF THE THREADED ROD USED. WHILE j 0 A I SINGLE CONTINUOUS RODS ARE PREFERRED COUPLERSDETAILS 'FLOORI RU S OR JOIST I I y! ' _ Z (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES FULL HT. ! WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ' — ANCHOR i ROD SHALL BE INSTALLED APPROXIMATELY CENTERED (TYP) I I I I IN HOLE. RODS MAY BE SLANTED FROM TRUE DO NOT SCALE DIMENSIONS FROM I I I SOLE PLATE ANCHORS' STEEL COUPLER AT SILL PLATE AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO THESE DRAWINGS.IFADIMENSION6 HEADER, I I i i i I i PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. I YPICA I I I I I I I I I AS NEEDED) �, FLOOR THE NUT ABOVE THE UPPERMOST PLATE SHALL BE I I I I I I 1 I POST TO I - FU LL HEIGHT ANCHOR INSTALLATION CHART SECURED OVER THE WASHER TO A SNUG-TIGHT MATCH I SEE TABLE T RIGHT FRAMING CONDITION PLUS ONE—HALF TURN A STANDARD PLAN NAME I I I I I I I I I A C D E F WRENCH (APPROXIMATELY 30 FT.-LBS. OF TORQUE WEEKS RESIDENCE I I I I I I POST ABOVE I FOR EPDXY MBEDMENT ! _ FOUNDATION, THREADED DUE TO SHRINKAGE AND COMPRESSION OF BUILDING DESIGN/DRAWN/CHECKED I I I I I I I I I AND EDGE DISTANCE. FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 I I I I I I I I I THREADED ROD- PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE FT.—LBS. OF TORQUE AFTER ALL TRADES ARE Cs RD LAP " " " °1 " COMPLETE AND PRIOR TO INSULATION. DATE I I I I i i I I i I SEE PLAN 3/8 /2 0 /2 0 2x2x/8 4 4 2 3 06.01.16 1/2 5/8"� 9/16 op 1/4 3x3x1/4" 6" 6" 212" 3" EPDXY ANCHORING: ALL THREADED RODS SHALL BE SCALE 6"MAX. FROM INSTALL 1—STORY THREADED RODS EMBEDMENT 5/8 3j4"� 3 tot73x3x'/," 10" 10" 2Y" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION AS NOTED CHART FOR EMBEDMENT AND EDGE DISTANCE LPA No. WHERE 2—STORY RODS CANNOT BE INSTALLED DEPTH E REQUIREMENTS KING STUD MONO STEM MONO STEM FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIG ANCHOR WEEK-15-00606 `WALL S CTION THREADED ROD INSTALLATION CHART CONTROL No. 5 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM�_O SCALE: N.T.S SHEET SHEET 8 OF 10 1 1/ „ 2 3 ROWS 12d AT SOLE PLATE JOINTS INSTALL LOCATE FULL HEIGHT { } ANCHOR ON SIDE OF AT 12" O.C. 2-0.145x3" PAF, EACH SIDE. CORNER WHEREP UPPER -N EA. SIDE. PAF's MAY BE OMITTED ON ONE SIDE 2x4 BLOCKING N . IF A SOLE PLATE ANCHOR IS WITHIN TOP PLATE OVER LAPS @24" O.C. FASTEN BOUNDARY OF RATED SHEATHING '11�L2x4 MEMBERS: 2-PLY 12" OF JOINT 6'� EACH END w/3-10d ' TOENAILS Lou Pontigo and SHEATHING SEE GENERAL NOTES ° (1) ROW OF 10d a SOLE PLATE ANCHOR ' Associates, lnc. ° NAILS @ 4 O.C. (4) ROWS 12d EXAMPLE OF PANEL _ _ v AT 12 O.C. PER DETAIL 420 Osceola Avenue EDGE w BLOCKING 2x6 MEMBERS: EA. SIDE. ' Jax. Beach,Florida 32250 / (2) ROW OF 10d ° STUD BELOW Ph.242-0908 Fax.241-9557 WHERE REQUIRED LOWER TOP 4-1 Od FL:CA#8344 SC:CA#3579 BY GENERAL NOTES NAILS @4" O.C. 3—PLY PLATE AT BREAK OVER LAP DOUBLE COMMONS STAGGERED TOP PLATES LESS THAN 14" BEAM PT. SYP#2 MAX. MIN. BUTT JOINT WALL INTERSECTION NAIL SPACING AT _ = 2x4 OR 2x6 POST SILL PLATE ORTHOGONAL VIEW CONDITIONS �,o�` ,,,,;. , OF CORNER ��•' EI�j'••.�� SUPPORTED EDGES, . . SOLE PLATE BREAK ♦, � .�' GENERAL NOTES /2 EXAMPLE OF UNSUPPORTED • • (3) ROW OF 10d (3)ROWS OF 63/4 (3)ROWS OF 5" 4-16d EA.- SIDE * No.53311 N (UNBLOCKED} PANEL EDGE • • NAILS @ 8 O.C. ° ° TRUSSLOK TRUSSLOK STAGGERED ENGINEERED WOOD ENGINEERED WOOD © S ° OF (TYPICAL ' • ° ) -, �:- = FASTENERS ® y ;s' a , I ,© :�� •..� w {" N F.;. 1- s I. 'fid • O i �' ♦♦ \ .l/A'1 , x^ 74 y ! r ? I ISA a AS O W11 _ CORNER WALL INTERSECTIONS �I , � ,� ' F= ° 4 0 MIN. NAILING TO IC CONDITIONS CONDITIONS INTERMEDIATE SUPPORT ° ° IS 6"ox MAX. (UON) `STUDS ROOF ° PLY 3—PLY � 2x SYP. 2 DBL. TOP NOTES: Luis A. Pontigo, PE ' # 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS FL P E#5 3 31 1 TRUSSES, OR ° ° 14" LVL AND GREATER I PLATE. FASTEN 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL F .FLOOR JOISTS NOTES: - � TOGETHER w/ (2) 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN REVISIONS DATE ROWS OF .131x3 C� DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE CONVENTIONAL 1. TYP. CONNECTION AT STUD. COLUMNS 4. JACK—TO—KING A SEMBLIES, CORNER POST, ETC. 12 ox STAGGERED 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE D 06.01.1 2x8 POST UPPER PLATE BREAK OPTIONS ARE SHOWN 2. SPECIFIED NAIL NG REQUIRED FOR EVERY PLY IN ADDITION TO ('90) PLYS FRAMED WALL CORNER AND 1 SHEATHING NAILING DETAIL 2 BUILT - UP MEMBER FASTENING 3 PLATE BREAK DETAIL 4 INTERSECTIONS STUDS CONFIGURATIONS S2.1 SCALE: 3/4" = V-0" 52,1 SCALE: 3/4" = V-0" S2.1 SCALE: 3/4" = 1'-0" 52,1 SCALE: 3/4" = 1'-0" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY PENETRATIONS THROUGH STUD FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONT60& STUDS N 0 N ASSOCIATES MAY RESULT IN WALL LOAD BEARING OR LOAD BEARING LOA f�'pN—LOAD ADDITiNSPECT ON FEES OR ,., 3y» 3y„ L EXTERIOR WALL WALL BEARING i.BEARING SIZE BORED HOLE SIZE BORED HOLE SIZE WALL NOTCH WALL NOTCH — -- - 40% 60% 60% 25 40% ` J STUD FACE 2x4 1 3/g" — 2 Y8" 3/8" 1 3/801 STUD FACE BORED HOLES %" MIN. m FLOOR DECK 10d @4"O.C• (2)2x4 — 2 Y8" 2 }8" �j8" 1 3j8" MIN. DIA. 0% OF BORED HOLES !Y1 // 3 , „ STUD WIDTH, DIA. 60% OF 2x6 2 Y4 36 1 /8 2 Y4 60% F STUD STUD WIDTH 2 2x6 — 3 5/6" 3 5/6" 1 3/8' 2 Y4" WIDTHIF DOUBLE MAX. /16 " OSB 2X8 2 7/8» _ 4 3�" 1 13/ » 2 3 j$» STP D BLOCKING 2 2x8 — 4 3/" 4 3/» 1 13/ f1 2 /,t m PANNEL FLOOR 8 8 1 8 NOTCH 25% NOTCH 40% 2x4 SPF ALL AROUND FRAMING OF STUD OF STUD PLATES: . WIDT MAX. WIDTH MAX. TOP AND BOTTOM PLATE HOLE, CUT OR WALL NOTCH THAT IS 50% OR MORE OF WIDTH MUST HOLE W INTERIOR SIZ SIZE BE REPAIRED USING 16 GA. MIN. METAL TIE EXTERIOR OR-I NON BEARING SHEARWALL GA.(MIN.) THAT IS AT LEAST 1 Y2" WIDE (SECTION 2308 2x 1 ' BEARING'!WALL PARTITION 5-16d NAILS 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE 2x 2 3/4" (TYPICAL) REPAIRED USING HARDY FRAME SADDLE (HFS) 2x 3 �/8" 0 NOTE: SEE SECTION 2308 .10, 2308 9.11, AND FIGURE 2308 9.10 FBC L..L.� 5 SHEARWALL ATTACHMENT 6 CUTTING, NOTCHING, BORED HOLE IN STUDS AND PLATES S2.1 SCALE- . 3/4 = 1P-090S2.1 SCALE: 3/4" = 1 —0 IF TRUSS REACTION EXCEEDS O 2300lbs PROVIDE CRIPPLE STUDS DIRECTLY BENEATH TRUSS 2—SIMPSON H2.5T. B B A A MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE BRACING NOTES AND SPECIFICATIONS TRUSS BRACING 1. ALL BRACING LUMBER SHOWN, Li EXCEPT FOR T—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) D D D D (1)DIAGONAL BRACE PER cO C C (4) TRUSSES APPLIED 1°1 2.)BRACING LUMBER SHALL INTERSECT TO BACKSIDE OF WEB. I I THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. II i I 1 3.)PERMANENT PERMANENT BRACING WOOD BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP STRAP KING POST TO ROUGH OPENING, SEE ROUGH OPENING, SEE FRONT SIDE OF WEBS. I I DRAWINGS. THE CONTRACTOR SHALL FRAMING POST BELOW WITH 2—CS16 TRUSS UPLIFT TABLE AT LEFT STRAP KING POST TO TRUSS UPLIFT TABLE AT LEFT I°I POST BELOW WITH 2—CS16 � - I I PROVIDE 1x4 SYP#3 OR BETTER STRAPS WHEN FULL HEIGHT ° ° ACEFASTENED TO I I BOTTOM CHORD BRACING DETAILS ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT I°I PERPENDICULAR TO TRUSS BOTTOM ANCHORS ARE NOT USED o 0 0 0 o WEB w/ 12d ® 6"O.C• 1 I CHORDS AND ATTACHED TO EACH T—BRACE TO BE THE I°1 TRUSS WITH 2-8d COMMON NAILS. AT HEADER DOWN CONNECTION HEADER UP CONNECTION SAME SIZE, SPECIES, I I GABLE END WALLS PROVIDE DIAGONALS DO NOT SCALE DIMENSIONS FROM CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 101 AT END WALLS PROVIDE DIAGONALS THESE DRAWINGS.UNCLEAR IFERTOTHEpNIS CONNECTION UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. I I APPROXI ARCHITECTURAL DRAWINGS OR CALL OUT CALL OUT + 1 1 (APPROXIMATELY 45%) TO THE CONTACT THEEO.R. LOCATION. IF MORE THAN (1) LATERAL I°I ADJACENT EXTERIOR PERPENDICULAR BRACE IS NEEDED, OVERLAP BRACE I I WALL BETWEEN EACH LINE OF BRACING PLAN NAME A H2.5T ® 32" O.C. TOP & BOT A LS18 C� 32 O.C. 1°I AS SHOWN. TO FORM A ZIGZAG PATTERN ALL WEEKS RESIDENCE B SEE PLAN B SEE PLAN CONSTRUCTED OF THE SAME BRACING DESIGN/DRAWN/CHECKED C (1)MSTA24 STRAPS C (2)CS16 STRAPS CO MATERIAL. THIS REQUIREMENT IS NOT Cs RD LAP D FULL HGT THREADED ROD SEE PLAN D FULL HGT THREADED ROD SEE LAN NECESSARY AT HIP ROOFS. ALSO DATE ALONG EXTERIOR WALLS PARALLEL TO 06.01.16 OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N) BOTTOM CHORD BRACING PROVIDE SCALE DIAGONALS IN THE END SPACE AS NOTED BETWEEN THE WALL AND THE FIRST LPA No. LINE OF BOTTOM CHORD BRACING AT A WEEK-15-00606 MAXIMUM SPACING OF 20 FEET. CONTROL No. WHEN 7 HEADER TIE DOWN -- 8 PERMANENT TRUSS BRACING SHEET NOTED S2.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN F7mMM S2.1 SCALE: 3/4" = 1'-0" S201 SHEET 9 OF 1 Q i CEILING JOIST { FRAMING SCHEDULE I ROOF RAFTER JOIST MAXIMUM SPAN PER PLAN (SYP #2) 024" O.C. 016" O.C. WOOD I BEAM BLOCKING PANEL Lou P o n t i g o a n d BETWEEN OUTER WALL & FIRST Associates, Inc. 2 x 4 6'-7" 8'-0" INTERIOR JOIST AT 48" OC.. 16d @ UPLIFT CONNECTOR AND 2 x 6 9'-10" 12'-0" 4200sceolaAvenue (2) 12d TOENAILS EACH 2 x 8 12'-6" 15'-3" NOTES: FLOOR 8 O.C. FLOOR 16d @ 8" O.C. lax. Beach, Florida 32250 SIDE OF SHEATHING. SHEATHING. h. 4 # s44 SC:CA#357908 Fax.241-9557 RAFTER. 2 x 10 14'-9" 18' 1" 1. WHEN USING TWO H2.5T CLIPS ON FLOOR 2 x 12 18'-8" 22'-10" 11/2" WIDE LUMBER, PLA E CLIPS JOIST. ATTIC DESIGN CRITERIA: DIAGONALLY ACROSS DB TOP PLATE FULL DEPTH FULL DEPTH CONT. 10 PSF DL 20 PSF LL FROM EA. OTHER. 2x4 VERT. FIT FLUSH CONT. RIM RIM BOARD (TYP) w/TOP & BOT CHORD _ FASTEN TO JOIST 2. AT CONVENTIONAL FRAMING LOCATED BOARD (TYP} PROVIDE SOLID BRIDGING AT OVER OTHER ROOF FRA ING SEE OF "WOOD I JOIST . FLOOR w/ 4-1 Od COMM. ��,,o �}�?rrrrrOra. �j ►�+� �, MAXIMUM SPACING OF 8 O.C. LEDGER BOARD DETAIL /S0.2 FOR FASTEN TO EA. WEB w CEILING LINE �,,. �CC,y AND AT JOIST BEARING ENDS / JOIST. •+y+++� ATTACHMENT OF OVER FRAMED WALL FRAMING WALL CEILING JOISTS PER TABLE NOT NAILED TO ROOF RAFTERS RAFTERS TO MAIN RAFT RS 4-0.113x2 GUN NAILS ` ABOVE w/ (8) 12d COMMONJ _ FRAMING =* • WIRE NAILS EA. END INTO a- - - F 't i ' # tlIll ` != Int �! !7 1 S P 9 # t fS I WOOD "I" JOIST WOOD I JOIST RAFTERS. (TYPICAL) OF PARALLEL PERPENDICULAR '� � ,. -,,c..Auk , 1 CONVENTIONAL ROOF DETAIL S2 FLOOR JOIST AT WALL FRAMING Luis s A. o , PE SCALE: N.T.S �.2SCALE: 3 4" = 1'-0" FL PE#53311 6" REVISIONS DATE DBL. TOP MAX NOTCH HEADER FRAME6.01.16 CONVENTIONAL PLATE BELOW TOP PLATE 8d COMMON NAILS AT 3" O.C.(TYP) ° OIPORCH ° °I WALL SHEA HING 8—GUN NAILS HEADER, ° °I SEE PLAN. F2x12ASTEN (2)2x6 OR (2)2x4 SYP#2 LEDGER, FULL HEIGHT ROOF FRAMING BELOW ANCHOR OR HOLD ROOF SHEATHING w FIELD ALTERATION 4-12d NAILS AT EACH RAFTER. CONTRACTOR SHALL CO DOWN AT BASE OF MIN. (2)2x4 WOOD WALL 8d COMMON IRE NAILS _ CONTACT LOU POST BELOW. & (1) ADJ. SHEATHING TO BLOCKING @ 3" O.C. �� �� 2x4 BLOCKING BETWEEN EA. TRUSS. OVERFRAME RAFTERS, SEE PLAN. MAKING ANY PRIOR TO MAKING ANY STRUCTURAL FIELD TO PORCH HEADER. ATTACH AT EACH WALL STUD w/ 3-16 MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL NAILS AT EA. FRAMING INTERSECTION. CONSTRUCTION DOCUMENTS.ANY ION A TUD WALL FRAMING j � — � FIELD I,I ALTERNATIONS MADE PRIOR TO MIN. OF 6-16d BETWEEN EACH TRUSS BEING APPROVED BY LOU PONTIGO e / 2 X SOLID BLOCKING ) ASSOCIATES MAY RESULT IN LSTA12 FOLDED Sd ---- T SHEATHING EDGE DOUBLE TOP PLATE COMMON WIRE NAILS I.•I SIMPSON H3 w/ 10-8d COMMON ADDITIONAL ENGINEERING OR OVER TOP PLATE �� � � NAILS FROM RAFTER TO LEDGER INSPECTION FEES. CONTINUOUS OVER w/5-10d NAILS TO BLOCKING @ 3" O.C. ��� ��� I' AND LEDGER TO ROOF MEMBER. THESE STRAPS V, HEADER INTO TOP PLATE & 1 — 2x4 SPF#2 I'I MAY BE OMITTED MAX 5-10d NAILS INTO I I BLOCKING WHEN OVERFRAME BEAM, SPACE ROOF TRUSS l� PERPENDICULAR TRUSS ALT. TO BOTH H3 ABOVE RAFTER LENGTH ,� PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4 —0 m ° ° @ 24 O.C. OR JOIST ��` � DETAIL B ROOF MEMBER. BETWEEN OV ERFRAMING RAFTER FOR PERPENDICULAR - AND ROOF MEMBER. ° ° TRUSS CONNECTION 00 8—GUN 00 SEE DETAIL B ABOVE. NAILS CONTINUOUS 2x6 SYP#2 ``� • LEDGER FASTEN WITH m 5-0.131x3" EA. STUD. MIN. (2)2x4 WOOD `. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT �+ PARALL� _ TO TIE IN OF OVERFRAME RAFTERS T OPTION B BELOW. & (1) ADJ. L TI�U S 0 TRUSS FRAMING. TO PORCH HEADER. DETAIL A LU dlftb 3 TYPICAL PORCH BEAM CONNECTION 4 WALL AD). TO ROOF CON ECTION �_2SCALE: 3/4" — 1'-0" 52,2 SCALE: 34" = 1'-0" WHEN 5 DECK LEDGER AT OVERFRAME RAFTERS Ln 0 / TOP PLATE STUD ROOF FRAMING VALLEYS, ETC.NOTED 52 2 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, W H2.5T @ 32" ON CENTER UPLIFT CONNECTOR FOR RAISED HEADERS, STRAP THE TOPL9 PLATE TO HEADER WITH LSTA12 @ 32" O.C. H2.5T AT 2ND STORY ROOF F IN LIEU OF THE H2.5T STRAPS FRAMING TOP PLATE ELEV. _ ROOF FRAMING 2ND STORY H2.5T TOP & TOP PLATE ELEV. BOT. OF CRIPPLE MSTA24 STRAP EACH STUD @ 32" O.C. SIDE OF HEADER J TOP PLATE TO STUD H2.5 T @ 32" ON—CENTER SIMPSON H2.5T TOP & BOT. OF HEADER TO JACK STUD CRIPPLE STUD S @ 32" 0.C. TU TO LOWERFRAMING: MSTA24 STRAP EACH MSTA48 OR CS16 STRAP SIDE OF HEADER@ 48" ON—CENTER CONT. SHEATHING TO BOT. OF STUD WALL, FLOOR JOIST. NAIL TO EA. FLOOR SEE PLAN. (2)MSTA48 OR CS16 KING STUD TO LOWER FRAMING TRUSS w/2—ROWS OF 8d COMMON STRAP EACH END (2)MSTA48 OR CS16 STRAPS NAILS @ 4" O.C. FULL DEPTH BLOCKING WOOD STUD TO LOW FRAMING: OF WALL SEGMENT BETWEI. EN EACH JOIST. MSTA24 OR CS16 STRAP CS16 STRAPS @ 32" O.C. ; FRAMING @ 32" ON—CENTER FASTEN TO RIBBON BOARD 2ND FLOOR ELEV. jmK X & BLOCKING w/ 2-10dx11/2 NAILS. ; SIMPSON LTP4 BETWEEN DETAILS MS24 OR CS16 EACH WOOD I—JOIST STRAP EACH END I OF WALL SEGMENT CONT. RIBBON BOARD I DO NOT SCALE DIMENSIONS MOM 1 ST FLOOR TOP I THESE DRAWINGS.IFA 1311 E SION IS NAIL TO EACH JOIST UNCLEAR REFER TO THE PLATE ELEV. w 2 N ARCHITECTURAL DRAWINGS OR / —1 d AILS , CONTACT THE E.O.R. 2ND FLOOR ELEV. TOP & BOT. 41 PLAN NAME it I F—�I LL WOOD I—JOIST WEEKS RESIDENCE WITH PLYOOD. FASTEN DESIGN/DRAWN/CHECKED PLYWOOD TO I—JOIST CS RD LAP FULL HEIGHT ANCHOR. SEE w/15-10d NAILS. STUD WALL, DATE PLAN FOR SIZE AND SPACING SEE PLAN. 06.01.16 KING STUD TO LOWER FRAMING WOOD BEAM (2)MSTA24 STRAP EACH SCALE SIMPSON HTS20 (2)MSTA24 OR CS16 STRAPS SIDE OF HEADER @EACH FLOOR TRUSS AS NOTED LPA No. WEEK-15-00606 6 CONVENTIONAL STRAPPING TO BEAM BELOW � CONVENTIONALTRAPPIN G OVER HEADER $ )01ST OUTRIGGER SECTION CONTROL No. 52,2 SCALE: 3/4" = V-0" S2.2 SCALE: 3/4" = 1'-0" SCALE: 3 4" _ " SHEET S2.2 / 1 0 SHEET 10 OF 1 Q