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HomeMy WebLinkAbout1813 Merthie Dr 10-632 new sfh (a)s s N v W TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA a w a 0 CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES CODES: 2007FLORIDA RESIDENTIAL BUILDING CODE WITH 2O09 SUPPLEMENT, � J NFPA 70A-050A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318.05) Z SECTION R320 PROTECTION AGAINST TERMITES 28 DAYS OF 2500 PSI, A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-05) 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO ANCHORS. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) ~ Lu TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING OF 0.63 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION 0 C SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION WOOD FRAMED CONSTRUCTION MANUAL, 2001 EDITION Q v W OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE STEEL CONFORMING TO ASTM A 615 GRADE 40. FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED APA PLYWOOD DESIGN SPECIFICATION N x TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. y m N o LL UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH 10 M LLI A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE WITHIN THE 6". A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF M SE PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL LIVE LOADS: ROOF 20 PSF (REDUCIBLE) Q LICEND N N BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN OF BEAMS. DEAD LOAD. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF G IL d d BALCONIES 60 PSFIL TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY �' H 40 PSF R LLI FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CORNER BARS WITH A 2'-0" LAP PROVIDED THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. STAIRS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION LIGHT PARTITIONS (DEAD LOAD), U.N.O. 20 PSF BAR DIAMETERS TYP. OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE 10 PSF ATTIC L.L. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FORM. FOLLOWING DESIGN LOADS: NOTE: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 2500 PSI 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI Copyright 2005 by keesee and associates, Inc "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE 0 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 945 South Orange Blossom Trail, Apopka, PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND Florida 3270All rights reserved., eservedThe plans, elevations, drraa BUILDING DEPARTMENT. REINFORCING STEEL GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING wings, illustrations,, and otof her materials PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, contained within this set are the property REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 keesee and associates, inc and may not be 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR ALL REINFORCING BARS ASTM A615-40 40,000 PSI reproduced either in part or wholly in any manner UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI without the express written permission of PREVENT INSECT INFESTATION, BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A keesee and associates, inc. POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REVIEW AND APPROVAL PRIOR TO FABRICATION. FIBERS PER CUBIC YARD REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING x • c • s • n • c WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP CONCRETE ASTM C90-03, STANDARD WEIGHT UNITS, fm=1500 PSI A a �"" "�" OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. INDICATED ON THE DRAWINGS: DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND MASONRY MORTAR TYPE "S" 1800 PSI /'� FIGS, WALLS, COLUMNS, BEAMS, SLABS: ALL TRUSS TO TRUSS HANGERS. UNITS: CONCRETE GROUT 3000 PSI B D �+ -•' FILLED CELL REINFORCING: CONTINUOUS MASONRY INSPECTION � IS REQUIRED DURING CONSTRUCTION TEMPERATURE REINFORCING: 36 DIA. OR 2'-" MIN. 40 DIA. OR 2'-11" MIN. WELDED WIRE MESH: 20 DIA. OR 1'-0" MIN. STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O RADON CAS 8" LAP STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" d 8 OF THE 2007 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. MASONRY WALL CONST. UPLIFT CONNECTORS w00D FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. °Ro CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, NO. 2 SOUTHERN YELLOW PINE (19% M.C.) � z M 3000 P.S.I. FOR THE CONCRETE STRENGTH. TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB (SPAN RATED 24/16) °w 3 0 tO COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI) AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) z } S cn M N rn 0 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB o 2 y F � 2 o 'n 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS VERSA LAM BEAM Fb = 2900 PSI (2.OE) o o,L Q Y ^Z AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. WOOD COLS. PARALLAM 2.0E U.N.O. 1 � o U o � � IONS AT 28 DAYS OF 3000 PSI SLUMP 8" T011". PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF W o M g V) w �15R 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS THESE WALLS. WITH THE CELLS FILLED WITH COARSE GROUT. DESIGN LOADS: SHINGLE ROOF: a Q o 2 o N 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND TOP CHORD LIVE LOAD: 20 PSF w � 0 z o Z 1✓ A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. FIELD REPAIR NOTES TOP CHORD DEAD LOAD: 7 PSF W y w Z m w N o Abv. Above F.PI. Fireplace Ref. Refrigerator REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY ? o w m Z m Z' A/C Air Conditioner R. Foot /Feet Req'd. Required CELL TYPICAL UNLESS OTHERWISE NOTED. WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF z y a v�i W ., 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED w z w Z c n C Adj. Adjustable Ftg. Footing Rm. Room TRUSSES: 37 PSF 9 Z o `� A.F.F. Above Finished Floor FX Fixed DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON L° o r J Rnd. Round 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERSUj R/SH Rod and Shelf BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF U. rL m U. W A.H.U. Air Handler Unit Galv. Galvanized METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR o Q �, W G.C. General Contractor STEPS. (NON -CONCURRENT) w � 0 m a ALT. Alternate SD. Smoke Detector GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS m o 8 rn ❑ B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square R. PROHIBITED. 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT " ' THE LOCATION OF THE OMITTED REBAR, AND INSTALL A 32" LONG #5 SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN i ) , ? B.F. Bifold Door G.T. Girder Truss Sh. Shelves FOR NEW WIND UPLIFT AS PER SPECIFIED CODES DEDUCTING i ` r I "- k, ` I '� 4 'I ° s BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY r ( �* �- F Bk Sh Book Shelf Hdr. Header SHT Sheet (SIMPSON 'SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS. A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL Bm. Beam Hgt. Height S.L. Side Lights ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED DEAD LOAD. BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR f B.P. Bypass door Int. Interior Sq. Square WOOD CONSTRUCTION TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO SOIL BEARING SEE SOILS S REPORT AND SPECID ALLOWABLE SOIL FICATIONS ONS FOR COMPACTIONRING PRESSURE AFTER CTION: 2000 UIREMENTS PSF 'j r Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL VALUE: E Q 4-" K.S. Knee Space Temp. Tempered SPECIFICATION FOR WOOD CONSTRUCTIONJim V1, ", 2005 EDITION. WAY DURING BOND BEAM POUR. IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY Cir. Circle p• P 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Clg. Ceiling Laun. Laundry Thik'n. Thicken 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE r :; x Col. Column Lay. Lavatory T.O.B. Top of Block MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE CONT. TO FOOTING) END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY 4 i46, Comp. A/C Compressor L.F. Linear R. T.O.M. Top of Masonry 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE ASTM -1557 ( MODIFIED PROCTOR) 4 ; 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" C.T. ww Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN ; D Dryer Mas. Masonry Trans. Transom Window THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). TO MASONRY AND (7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN Dec. Decorative Max Maximum Typ. Typical SHIELDS FOR ALL HOLES OVER 1' IN DIA. FOR PLUMBING LINES, ETC. Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise 4. FASTENERS FOR PRESSURE PRESERVATIVE, TERMITE TREATED AND 2007 FLORIDA BUILDING CODEU. Dia. Diameter Micro. Microwave VB Vanity Base FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED RESIDENTIAL SECTION R301.1 & R301.2 STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. Disp. Disposal Min Minimum Vert. Vertical NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN AND ASCE 7-05 Dist. Distance M.L. Microlam V.L. Versalam 3 IN A ROW, IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT D.S. Drawer Stack Mir. Mirror VTR Vent through Roof ENGINEER OF RECORD FOR SUBSTITUTION, D.V. Dryer Vent Mono Monolithic W Washer GUTTER REQUIREMENTS WILDING I I ` *1 D.W. Dishwasher N.T.S. Not to Scale W/ With ^ �� 1548 Seminola Blvd Ste 141 Ea. Each Opn'g. Opening W/C Water Closet 1. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS Casselberry, fl 32707-3648 E.W. Each Way Opt. Optional W.A. Wedge Anchor ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS Pc. Piece Wd Wood S WIND LOADS BASED ON FBC, SECTION CHAPTER 16 & ASCE 7-05 MEAN ROOF Fr. HIGH WIND SPEED 110 MPH 3 SEC. GUST) www.habitatseminole.org Electrical TYPICAL FOR SINGLE STORY HOMES ( g Elev. Elevation Ped. Pedestal WP Water Proof WIND IMPORTANCE FACTOR - w = Ext. Exterior P.L. Parallam WIND EXPOSURE - "B" (FBC CHAPTER 16) Exp. Expansion PLF Pounds per linear foot INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) F.B.C. Florida Bldg, Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot DESIGN WIND PRESSURE: 2010 P.T. Pressure Treated THIS DRAWING AND DESIGN IS VALID January 14, Fir. Floor FOR 12 MONTHS AFTER THE DATE IT (COMPONENT AND CLADDING) WORST CASE (10 SF- END ZONE) Fdn. Foundation Pwd. Powder Room IS SIGNED AND SEALED OR WHILE #END ZONE IS ONLY WITHIN 5'-0" CURRENT CODE IS VALID OF ALL EXTERIOR BUILDING CORNERS 1 BASE PLAN REV. 07-00328 Y ISIOI �S FOR WINDOWS & DOORS SEE FLOOR PLAN 2 �( FOR ACTUAL PRESSURES 3 GARAGE DOORS 4 DATE DESCRIPTION BUILDING TYPE SINGLE 8x7 +19.1 PSF / -21.6 PSF 5 DOUBLE 16x7 +18.3 PSF / -20.4 PSF TYPE V-B 05-29-09 2007 CODE UPDATE BUILDER NOTICE: SWEETNO, DRAW 1 1 `G SHEET I NI " X Its Is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project., In the event 1. STRUCTURAL NOTES that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. 2 FOUNDATION PLAN If Is the responsibility of the licensed professional that Is constructing this project to fully review these 3 FLOOR PLAN documents before construction begins and any and all corrections if needed to be made, before any 4A ELEVATIONS GABLE work is done 5 ELECTRICAL PLAN 8 WATERPROOFING DETAIL' 0 E O txo D-1 DETAILS 0 O �1 . D-2 DETAILS Y f L-1 LINTEL PLAN m m 0 2 o m I. Rt - !% C Z O E TO Y a+ 0- !'� w 15 2010-0058 www.habitatsc�minole.or>? 402 U � Sheet: Of: 9 PLAN1140 4BR STRUCTURAL NOTES 4" SLAB W.W.M. (VERIFY) ,F.F.00 _ GRADE • • q ♦ r • , N z 16" X 20" MONO FTG W/2#5 • "' REBAR CONT 16" MIN LAP 25" 1 SINGLE STORY FTG BEARING SCALE: 1/2" = 1'0" CURB W/ 145 CONT. 8" 4" SLAB 0'0' F.F. •"' VARIES O IN ;♦�; ' • I 2 # 5 REBAR �! 16" SECTION @ GARAGE 2 C.M.U. WALL SCALE: 1/2" = 1'0" F.F. 4" SLAB 3 THICKENED EDGE SCALE: 1/2" = 1'0" SEE FND. PLN FOR STEP DOWN HGT (TYP 4") F.F. PORCH FIN. FLR. 'r ♦,, O •;• •,• N , 1/2" EXP. JOI NT . " 1650 4 PORCH STEP DOWN F r--4" SLAB 2- #5 R 5 THICKENED EDGE BEARING SCALE: 1/2" = :V EXTEND SLAB 16" X 20" MONO 1-1/2" CK ACE BEYOND FTG W/ 3 #5 REBAR CONT ''� F.F. MIN LAP 25" N, r• 2- #5 REBAR 6 EXT DOOR SILL SCALE: 1/2" = 1'0" POST & POST SIMPSON ABU66 W/ (12) 16d NAILS TO POST F.F. AND 5/8"x18" LONG A.B. 4"SLAB - HOOK BELOW FTG. REIN. 71fCONC. PAD W/ _�P REBARS EA. WAY PER INFO ON FOUND. PLAN SEE FOUNDATION FOR IZE & REQUIRED REBARI 7 COLUMN PAD DETAILS NO SCALE VARIES SEE FOUNDATION PLAN L•J. _ g STEP DOWN NON BRG. SCALE: 1/2" = 1'0" 4"X8"X16"CMU TILE SILL BY z TILE CONTRACTOR g (RAISED OR FLUSH) a cWn F.F. REINF. SEE PLAN .,♦' \--2 # 5 REBAR 9 SECTION @ SHOWER SCALE: N.T.S. PROVIDE 1 1/2" RECESS AT SGD EXTEND SLAB LOCATION $" WIDE 1-1/2" BEYOND 711r WALL FACE 0'0" FIN. FLR. r, 1/2' EXP. JT. S.G.D. SILL DETAIL BEARING SCALE: 1/2" = 1'0" 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE MIN 8" OR- 16".-`'- ` • , MAX STEP ; ,•`,:;'•' 2 #5 CONT. ;EE TYP. : SEC. M0 2 #5 CONT. 1 TYP. STEP FG. DETAIL SCALE' 1/2"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1/2 =1-0 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN SEE PLAN 1 CONTROL JOINT DETAIL 2 X 4 P.T. PLATE 1/2"X 6" ANCHOR BOLT 16" X 12" CONT. FTG 16" X 12" BELL FOOTING OR RED HEAD 245 REBAR W/ 2- #5 REBAR (W/ 345 W/ 2" X 1/8" FLAT WASHER CONT. LAP ALL FOR 2-STORY) 6" FROM CORNER & SPLICES 25" MIN. ON CHAIRS, LAP EVERY 48" THEREAFTER SPLICES @ 25" MIN. 11 V-411 11 INT. BRG WALL 2 X 4 SCALE: 1/2" = 1'0" VARIES 4 1',4 4" STEP DOWN BRG. SCALE: 1/2" = 1'0" GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 8 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. O INDICATES FILLED CELL W/3000 PSI CONC. W/ (1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18 ON SHEET D-1 FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. TO SANITARY SEWER PLUMBING RISER N.T.S. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING: GRAVITYCAAPP..0[Ibe] F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 „ c R ZD SON In N 10'-4" TYP. 0 CORNERS 28'-0" 13'-0" 40'-0" 4,$„ 12'-0" WINDOW I I I WINDOW OPN'G 1 OPN'G ------------------------------------- --- ----------------------------- _ 1 I I ' , � I I ' I I I I ' I ' I I , , I , ' - I 1 ; 1171 ' 1 � I 1 � I I M I 1 Z I I I , o � � <0g-, ; 11'8" 1 I 003 lo C.J : - JUp--I---- -- -- - --------- -r r.-------------- ------ '---�� L0_J : , Ir — ,I (WH:i W u- I I I WII o z n L� —�_J 10'-6" : I 17 I I LAV LcHVAC JLU J u m __ ------ „ YT ---------- 6 ------ ' o ° ' IL-J DOOR oP TO CTR LINE OF CH NSE WALL I _I OPN G �I in N I I ' n I L0 ' o C.J. <L ° : J S EP DOWN W/C-1,I -----, I rJ — =N — 1 r — — = 1 C -. ] ��{�`lir---- -------t ° i : $'$" 3 4" : I) I ' B BBHOSE II<> TUB/ I TUB/ , I _ I' ------ ; I SHOWER III SHOWERI -,' L L ' — — — D-i I I PROVIDE ELECTRICAL ,oz zti-----I I I I C -11 CONDUIT CHASE TO �� O 9 g : II II 0 ISLAND 6 I o = : I J I NOTICE TO PLUMBER: ; w ; — — — JAND VERIFY ICF BLOCK SIZE WITH BUILDER ' In ADJUST AS NEEDED THIS PLAN 7'-7" 2' 8' '-8 27/32"WAS DESIGNED FOR ICF 4" CORE WITH TOTAL WIDTH OF 9.25"Ioz' C.J. ' 3�i-- I ' : 4 1 1 , ALL ENTRY DOORS MUST HAVE A 41" : I CONCRETE OPENING. N I 6 '---F ----- ---------------------- � --- I N 1 DOOR 0 N' WIND : C.J. , OPN'G " 3'-5" 1 STEP N 4" ; I I I 1 F3.0 1 ' 5'-0" 1 8'-4" I , I I I f I 1 1 , : 4 1 I I = 1 � I I I I I a I I I I I 1 '--------------------J------------- I I I I 1 I I , ' 1 ' I � F3.0 WINDOW OPN'G 1, 5,$„ 14'-8" 13'-4.,1 12'-0„ 40'-0" FOUNDATION FLA SCALE = 1/4" = 1'-O" OSE O 0o 0 CD bo fV 1H N M 0 cc W Q = C9 J Q c W G O !A Ap v W M IlY Q z`" Ma W 6 � as LL Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, Inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, inc. N-C•B•D•C A 0 �. B Do �g Z N aF?g' zWFD§ w§'Lg --R"o N j>-�tl) 6,J M C'4 �rn u7 Z O z F O LL ¢ Y z opgh: 0 ui oLL� ¢ �� a N u)° 3: Z z zoo- � W maLm 0 i' i7�V��.. W Z W W Z N yW n Q J G azzq� ��� Z - g-' 2 W y 4 V �D°°LU mp�j� rn ❑ o 0 ow 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and all corrections If needed to be made, before any work is done N O E O l 0 Z O c,3 &0 o5� a 'a W m W et a) �, E O o -0rI q i, z +� �o O E 2 E V a Tq w _J FOUNDATION PLAN 9,_4n 2'-8 11 1'-0" 2,-6„ 01 3,-2 11 WC1230 WC3015 WC3018 WC2436 0 -------UB1 ------- ------1U BCS36; m I U 1 m I KITCHEN I o I m(D m I U I i 10 1 I 1 1 m W 1 r , 3: ISLAND _ 3'-0" _ LIGHT LIGHT 1PC 1PC FIBER- M/C FIBER- M/C _ GLASS MIRROR GLASS MIRROR o UNIT UNIT bo i 0 (Yl I I w - � TUB � cal 0 I TUB 0__�� — CY) 5ATHROOM INTERIOR ELEVATIONS - co SCALE: 3/8" =1'-O" SIN 40'-0" m 28' 0" N 10'-4" 13'-0" 4,$ 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 a +21.8 / -29.1 MARK COLUMN SIZE (SASE) CONN, t FASTENER UPLIFT(LID) © +20.8 / -22.6 ® +20.8 / -27.2 Cl (3) 2X4 #2 SPF (6) 16d TOENAILS 0 UE +19.5 / -21.3 0 +19.5 / -24.6 C2 (3) 2X4 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 QSEE COVER Q SEE COVER G3 (3) 2X4 #2 SYP (6) 16d TOENAILS 0 5EAM SCHEDULE C4 (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 MARK HEADER SIZE REMARKS C5 (2) 2X6 #2 SPF (6) 16d TOENAILS 0 SM (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE C6 (2) 2X6 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 C-1 (2) 2X6 #2 SYP (6) 16d TOENAILS 0 i„l (2) - 2X8 #2 SYP 11 W/ 1/2 FLITCH PLATE Cg (2) 2X6 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 M3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE C9 4X4 P.T.#2 SYP POST ABU44 W/ 5/8" ATR** & (12) 16d NAILS 2200 M (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. C10 6X6 P.T. #2 SYP POST ABU66 W/ 5/8" ATR** & (12) 16d NAILS 2300 CII 3.5X3.5 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD5-SDS3 W/ 5/$" ATR** & (14) 1/4"X3" SDS WOOD SCREWS 4685 M5 (2) -13/4" X 11 1/4 LVL 2.0E Fb=2950 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. C12 3.5X5.25 P.L. 2.0E Fb=2900 WOLMANIZED IF EXT. PHD5-SDS3 W/ 5/8" ATR** & (14) 1/4"X3" SDS WOOD SCREWS 4685 CI3 3.5X7 P.L. 2.OE Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18) 1/4"X3" SDS WOOD SCREWS 5860 M (2) -13/4" X 11 7/8 LVL 2.0E Fb=2950 CONNECTION: PROVIDE CNECTISIMPSON LSTA24 E (2) SIMPSON LSTA2 TO WOOD POST OR (2) HTS20 T HETA16 TO CMU COL. C14 5.25X5.25 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18) 1/4"X3" SDS WOOD SCREWS 5860 *VERIFY W/ PLAN CORRECT LENGTH OF BEAMS REQUIRED * MINIMUM ** MINIMUM *** MINIMUM 4.5 INCH EMBEDMENT 6 INCH EMBEDMENT 8 INCH EMBEDMENT FOR 1/2" WEDGE ANCHOR FOR 5/8" ATR FOR 7/8" ATR SINK 0 12'-0" I IIIIII IIIIII I I roll I I. _ _ Hil I I I IIIIII I I IIIIII I . I IIIIII I 0 0 I INIII I I 10111 I IIIIII I I IIIIII I I IIIIII I IIIIII 1 I lulu I REF. RANGE/HOOD KITCHEN D i DI 35 SH O 25 SH EGRESS EGRESS _ i 14' 4" 3' 4" 10'-4" S01 TYP. � co � i N p WD-21 MBp 1� ' 5R OP TYP. CARPET C? CARPET W N 20 8 0 zo J .T.W 00- w — _ -ion V n " O O �- - w 3'-0 3'-0 5';8" 2, ,� M 3,-4„ M rr, I I W u- u_ 11 W III D I WH ; HOSE > O Z CV LL _�-J L _ _ _ J �_��BIBB io M/C R/SH 1 REF. 1 RANGE 4 N A ------------ N-------I -- O -O --- i UTILITY BID o A W.I.0 i M = N_ i 8'-O" GLG. ICFO s,aTi"I � -- i KITCHEN ELECTRICAL CONC D2 ACC�BS i i 8'-0" CLG. PANEL CATE IN FIELDi i _ >_ Q b 2468 i 22" X 36" MIN o Z v VINYL z a O (n ' u T.P.------- M a N b _ 3068 n ------------ 2 2 ' ap O u D 13i R/SH----- ----i i _ v B u u ~ o ISLAND 1 3' 0" 8'-8" 3,-4„ iu HOSE ---------it BIBB o 4 T B/SHOWER B ap �u rn 2 00 A 15ATi 0 O u q ---------- M M ui - - - T.B. ni ui u �u 2668 LIVING ROOM „ N CAR PORT 6 -0' 8'-4" 8 -O CLG. = CARPET °� 8'-0" CLG. AFF cn N N u u7 W CV CION u Ow O r-8 n � �" n 9,$�� 4,$�� 13 12 0 u 15R .3 Q 3068 FO bo S'-O" CLG. II CARPET ALL ENTRY DOORS MUST HAVE A 41" SIM. W/ (3) - CONIC OPENING. BM 4 2x12'S 3068 -- iu ni 3068 - -----------=------ -------==--±u --- - - (2) 25 SH pO TYP. c 4„ O 0 OF (2) C10 N iv w IC iv 11' 8" 3' 0" 3'-8" '-4" 8'-4" ° D2 �u 4 8R 2 ENTRY PORCH S'-O" CLG, 8'-O" CLG. AFP CARPET BM4 00 u i Ni�--------------------------------- EGRESS Im 25 SH (D 14'-8" N M GENERAL NOTES. - "if water based ceiling texture material Is used, provide V2" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note 'A" Sag -Resistant Gypsum board may be used I.L.O. of 5/8" Gypsum. 5/8" Type "X" Gypsum board must be Installed on Garage ceiling beneath habitable room(s). 2 R309.1.1 Duct penetration. Ducts In the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 Inch minimum rigid nonmetallic Class 0 or Classl duct board, or other approved material and shall have no openings Into the garage. 3 Door from Garage Into House must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door 4 Any accessible space under a stairway shall be protected with'A" Gypsum board. 5 All Doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dB A at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6 Bathroom Exhaust fans must vent to the Exterior of the Building, exhust to attic space and soffits Is NOT acceptable 7 The garage shall be separated from the residence and It's attic by not less than 1/2-Inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 Inch (15.9mm) Type X gypsum baord or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGEND FRAME WALL 8" ICF WALL 8'-0" HIGH AREA CALCULATIONS LIVING AREA 1140 CARPORT PORCH 104 UTILITY 88 TOTAL UNDER ROOF 1555 S.F. January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections If needed to be made, before any work is done O C) co O i I A/ p 0 d fQi � LLI IM 0° m M11 o V 00 iv E C) c -0 c E _J v Sheet: Of: -LOOR FL.4N 13'-4" 12'-0" v3 r SCALE = 1/4" = 1'-O" 9 40'-0" FLOOR PLAN CONNECTOR SCHEDULEROOD FRAMING NOTES TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD SIMPSON CONNECTOR TYPE SPF g�P MARK W/ FASTENERS SHINGLE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. HETA16 W/ (9) - 10d X 1 1/2" FRAME TO ROOF SLOPE O HETA20 W/ (9) -10d X 1 1/2" CONCRETE 1810 1810 FRAME O H2.5A W/ (10) - 8d NAILS TO 535 000 FRAME FRAME CO H10 W/ (16) - 8d X 1 1/2�� TO 850 990 FRAME FRAME O MTS12 W/ (14) -10d X 1 1/2" TO 860 1000 FRAME MGT W/ (22) -10d NAILS & 5/8" FRAME O ATR W/ 5" EMBEDMENT TO 3140 3140 W SIMPSON "SET" EPDXY CONCRETE TRUSS PLACEMENT FRAME O HTS-20 W/ (24) -10d X 1 1/2" TO 1245 1450 FRAME DIAGRAM ONLY HGT-2 W/ (16) -10d W/ FRAME O 5" EMBED (2) 5/8" TO 6280 6280 This placement plan shows the designation and relative location of each truss component DIA. BOLTS CONCRETE and is to be used in conjunction with the corresponding engineered truss drawings. The truss engineer's responsibility relative to this structure consists solely of the design of the individual FRAME O FGTR* W/ (18)-SDS 1/4" X 3 TO 5000 5000 trusses and truss to truss connections. CONCRETE Permanent and temporary bracing are the responsibility of the truss installer. The "Engineer of Record"for the project is responsible for the design of the permanent bracing, the diaphragm system, shear walls, and structural elements to (2) HETA16 / (2) HETA20 FRAME O 1 PLY W/ (12)-10d X 1 1/2" TO 2035 2035 resist lateral loads f rom wind and or seism is activ ity . The "Engineer of R ecord" is also responsible to call out the required 2 PLY W 14 16d X 11 2" CONCRETE 2500 2500 strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design specifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system FRAME O (2) LGT-2 W/ (32)-16d SINKERS (14) 1/4" X 2 1/4" TITENS TO CONCRETE 3700 4300 -If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of Stock Building Supply. All trusses involved in an accident must be inspected by a licensed structural SIMPSON HU410 OR HUC410 BEAM engineer to determine the cause of the accident. The builder assumes all liability if trusses inv o1v ed in an accident 0(MAX) W/ (18) 16d & (10) 10d TO 1810 are altered or moved in any way before an inspection is completed. All decisions regarding necessary repairs or NAILS BEAM b d th d t' t SIMPSON HU410 OR HUC410 BEAM replacement of trusses well be ase on a reccomen a o p O W/ (18) TITEN 1/4"X 1 3/4" TO 1085 & 10 10d NAILS CONCRETE 40-0-0 A TYP. 28-0-0 5-0-0 7-0-0 U.N.O. Al2 C05 C06 A> TYP. U.N.O. D-1 u7 O Q 14-8-0 A B.B.O. 0 BEAM TO CONC — 13-4-0 40-0-0 - A BEAM L TO CONC CJ1 I`1 B.B.O. e \ TYP. U.N.O. BEAM < L TO CONC d ob KCJ TYP. FRAME, U.N.O. TYP. @ FRAME, U.N.O. �-2 X© TYP. p ao m HIP JACKS 0 FRAME Simpson USP Truss Hangers E uivilent Label (Qty.) Symbol Label HTU26 �— "J L THA29 (0) RJ L MSH29 HUS26 (0) Cy L HUS26 HUS28 (0) Cy L HUS28 HHUS26.2 (0) D1 L THD26-2 HHUS28-2 (0) D� L THD28-2 HHUS46 (0) cs L THD46 HHUS48 (0) Dg L THD48 HGUS26-2 �— E1J L THDH26-2 HGUS28.2 (0) E2J L THDH28.2 HGUS210-2 �— E3J L THDH2102 HGUS28-3 -(0) E4J L THDH28-3 HGUS210-3 - 0) E5J L THDH210-3 HGUS5.5/12 (0) E6J L THDH612 HGUS5.5/14 (0) E7 L THDH614 HGUS48 (0) Esl L THDH48 HGUS410 0) E9J L THDH410 MIT416 (0) FJ L TF1416 LSU26 (0) eJ L TMU26 LSSU28 (0) KJ L LSSH28 SUL26 —(0) JEJ[ SKH26L SUR26 (0) �- R SKH26R SUL210 (0) K�/,e SKH210L S0210 (0) `KR SKH21OR SUL410 (0) ELJL SKH410L SUR410 (0) E,ER SKH41OR SUL414 (0) ML/,e SKH414L SUR414 (0) „MR SKH414R HUS48 (0) N11 L HUS48 HUSC410 (0) N2L J HUSC410 THJA26 (0) PJ HJHC26 THA422 (0) Q11 L MSH422 THAC422 (0) Q2L J MSH4221F THA426 (0) R11 L MSH426 THAC426 —(0) R2L J MSHC426 2X4 con . band J Trusses held back 1/2" ® frame walls or 1" concrete walls. FLOOR TRUSS END DETAIL 4.0 i Plumb cut overhangs 2,0" ROOF TRUSS END DETAIL GABLE FRONT TRUSS LAYOUT EXTERIOR NOTES R703.6 Exterior plaster. GENERAL NOTES: R703.6.1 Exterior use of portland cement plaster shall comply VENTILATION CALCULATION with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. FORMULA =FRBC 2007 R703.6.3 Where cement plaster (stucco) is to be applied to lath over S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH between the water resistive barrier and the cement plaster (stucco) consisting REQUIREMENT of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an appbved water resistant barrier complying with Section 1,555 TOTAL S.F. 373.02 SQ. INCHES OF 4 TOTAL VENTS R703.2 over an approved plastic house wrap, or ROOF VENTILATION REQUIRED REQUIRED 3. Other approved methods or materials applied in accordance with the manufacturer's inst llation instructions. Y U O m 0 0 F_ 00 1---_ I I 25 SH 12 4 3 l Y O O Z m 3 0 0 O 0 O OQ m 25 SH FIN.FLR Y C Fr LL C a C C oC TYP. aCh FRAME, SCALE: 1/4" = 1'-0" U.N.O. Notes: For proper truss handling and bracing, refer to the 'Truss Plate Institute" documents "SCSI-131 thru 134". Refer to the Simpson Strong -Tie catalog or call 1-800-999-5099 for hanger installation requirements. Trusses may not be cut or altered in any way without prior authorization from Stock Building Supply. 12-0-0 11h., Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense. No backcharges of any kind will be accepted without prior review and written consent from Stock Building Supply All load bearing walls must be in place prior to theinstallation of the trusses Any multi -ply trusses must be attached together per the engineering specifications prior to installation. W, 0 0 Z LL. O D_ O 00 co FIN. FLR 6" HARDL SIDING 12 4 NEI 5 35 SH ROOF CRITERIA -24" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING 12 4 3 O Y' Z p 3 m � O U_ O 0 0 4 FIN.FLR <D — _ 0 REAR ELEVATION SCALE = 1/4" = 1'-0" O FIN. FLR 00 LEFT ELEVATION SCALE = 1/4" = 1'-0" �^g . N 0 � w W4a NMm N D�U)y a LU �+do'. un �o a10 Q co�I -Ice, ri Lu E2EZ L)� O O "� o a 0 ii (n fn � d� A F. LLi °- ri O g ZoZ LL Yw�Q Q Q Z o_ Z N LL Z W Z m O- ON N`� mA0 e-I ME 2 Z m f0 M wsO Z_ o W�� `W Q C =aa� C7 O r- O mL ¢O LU � C6 vIt U w M W LO V ❑ W Q O 2yLLN ~ W o� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 BASE PLAN REV. 07-00328 ' BUILDER NOTICE: Its Is the Intent of the designer that these plans RIGHT ELEVATION are accurate and are clear enough for the licensed professional to construct this project. In the event SCALE = 1/4" = 1' 0" that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any �®--- work Is done 7 75E O USA - 0 a O o Y U_ _ .� /� © © 4C ci a) OD in E C7 0 CCr-I y Z �o C3 O E w E -a m y ++ a V4 w _J U lot (2) 25 SH 3068 DR FRONT ELEVATION SCALE: 1/4" = 1'-01" Sheet: Of: �o 4 s o • • •• ELEVATIONS (GABLE) .........:..... .�.. .li ..7,...r..».w�.ur.reWmw .i:nWwxe»...w..�......... ...ra»�Mcmu_.,. at W Z 0 �CLM m 003 yy [i ¢ w >o? WP GFI TO RtA.R FLOOD SWITCH RMTIMI 4Z1:K1Qn0 WP ELECTRICAL PLAN. SCALE = 1/4" = 1'-0" DSE BB NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OYTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2 AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R313.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 72. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS'WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES 6UTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 2008 NEC 406.11 ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH tDM DIMMER SWITCH FLUORESCENT LIGHTING CEILING FIXTURE 171TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ° CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 2 I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET �� DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR it —A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 6 TO HVAC BONDING TERMINATION PER # 2 GROUND TO 5/8" ROD (10' DEEP) 250.94 2008 NEC ALSO SERVICE TO BE BONDED TO FOOTING STEEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. W d J � � a ... z O CUJ 4 N 0 W W N ow 0 8_70 cs M NJ o a a LL HIL W Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703, All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, Inc. N•C•B•D•C A 0 B D zg o UJ M a�W1 off' MN-" N °>.Z �_J W �+6 cl ooLL.� Q Yz 4t WNv_,o U °oo 8v z LUoXS � uj I 8 vo00 LL Q O ``LO CL N N a� Z Zit� ,a 3 mW O OOp .�� ZU= W � m$ Z ¢ LVF UW ZP� chFm C =a5F C7 ova W 6 9LL UJw m=28 rn ❑ p WNLLN W O� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and all corrections if needed to be made, before any work is done 5 O E 0 to Z N O J m m O 2` m 0 N OD z ° O E v`ai � 1CL 0 E B v ccoo !'� w 0 o • • •••• Sheet: Of: o: 5 9 ELECTRICAL PLAN I ROOF PROVIDE 2X4 MIN. BLOCKING AT N Z ,'- SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES VERLAP TRUSS BRA NG C --- ` - SEE W/ (2) 12D NAILS EACH END TO PRE-ENGINEERED Q co PLAN TRUSS TOP CHORD WOOD TRUSSES AT LEAST ONE TRUSS,6 OVERLAP PACE " W � *DIAGONAL SPACED -'-- ` - Q N 117 �5r AT 15'-0" O.C. MAX TYP. Q MINIMUM 2"x4" - {° �� �"�'� 2X4 BLOCKIN CROSSBRACING �� - BLOCKING BETWEEN TRUSSES P J (SEE PLAN FOR �JN�A TRUSS . J1:1 Z LU LOCATION) r SECT. A -A G.T NW ADD 2X4 ALONGSIDE U W� TOP CHORD WHEN REQ'D MINIMUM (2) 16d N MW o U. TO PREVENT PLYWOOD JACK PER JOINT MINIMUM 2"x4" SPF OR (�'� M M W HIP * SYP TRUSS BRACING Q SPAN FROM EXCEEDING SPACED AT 15 -0 MAX � � `� � MAX 24" SPAN (EITHER G.T = c H ' SIDE OR BOTH IF REQ'D) vi IL W (3) 12d CONTINUOUS LATERAL BRACING- ` ```--: PER JOINT NAIL OVER X-BRACE AS SHOWN- V INSTALL BLKG. AT TRUSS WEBS '`' AT 12'DO CI MAX TRUSS BRACING OVERLAP FOR NAILING X BRACING - 2x4 SPF OR SYP w/ 2-16d @EACH TRUSS WEB TB04 DETAIL (TYP.) CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. TB03 HIP RIDGE BLOCKING DETAIL SCALE: 1/2" = 1'-0" Copyright 2005 by keesee and associates, Inc rTB 0 2 CROSS BRACING DETAIL TYP. , " _ . " 945 South Orange rights Blossom Trail, Apopka, SCALE: 1 2 - 1-0 Florida 32703. All ri hts reserved. The plans, elevations, drawings, Illustrations, and other materials KTOB01 CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" contained within this set are the property of keesee and associates, inc and may not be reproduced either in part or wholly in any manner SCALE: 1/2" = 1'-0" without the express written permission of keesee and associates, inc. TRUSS ND OF CROSS BRACE TO BE DESIGNED DESIGN TRUSS DESIGN NOTE: A xBn c 603� TRUSS @TRUSS @END OF CROSS BRACE TO BE DESIGNED /y " � FOR ADD'L 70 PLF UP & DOWN TOP CHORD 20 -0 MAX 20 -0 MAX * *ALTERNATE SPAN RATED F DD L 0 PLF U DOWN TOP CHORD B D® 32/16 PLYWOOD MAY BE USED SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS & LOOKOUT RAFTERS FOR O.H. GREATER THAN 12" FOR SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS NAILING SCHEDULE FOR FOR 0 H GREATER THAN 12" FOR 12" AND UNDER G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. — 0 z w x NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT FA �. I iL DETAIL TBO - �I y1111 111111111 mongolism 12" AND UNDER - SPACE OUTLOOKER AND NAILING SCHEDULE SHEATHING DETAILS BLOCKS AT 24" O.C. OUTLOOKER BLK. FOR SHEATHING DETAILS ; SPACE OUTLOOKER -BLOCKS-AT 24" O.C. 8d NAILS SIMPSON MTS12 @ AT 4" O.C. 2X4 SPF BLOCKING @ ? PANEL EDGES W/ (2) 16d LOOKOUT 2X4 SPF BLOCKING @ 5 � �. RAFTERS IF PANEL EDGES W/ (2) 16d f �° OUTLOOKER BLK. o Z o NAILS EA. END TO TRUSS ° SIMPSON MTS12 @ C F W `O -NAIL SHEATHING @ 4" O.C. APPLICABLE NAILS EA. END TO TRUSS , 2X6 BR ��N9KED o z M :° STAGGERED w/ 8d ° STRUCT. SHEATHING LOOKOUT RAFTERS Z } o� cI 2X4 BRACE NAILE 7/16" MIN. THK. - -NAIL SHEATHING @ 4 O.C. i TO SIDE OF GABLE IF APPLICABLE o' z Iw- 2 o Lw TO SIDE OF GABLE NAIL w/8d COM. @ zw STAGGERED w/ 8d TRUSS'W S LU D LL a a� Z 2X4 SPF CROSS BRACE USS WE 3" O.C. EDGES & 6" i i° STRUCT. SHEATHING S � � �o 0 0 9 @ 48" O.C. - NAIL W/3- O.C. FIELD 2X4 SPF CROSS -BRACE ;° 7/16" MIN. THK. -o a a W 10d AT EACH END & AT ° " / i ' ' NAIL W 8d COM. @ N a ¢ o (V CROSSING AT 45' ANGLE @ 48 O.C. - NAIL w 3- , / 10d @ 4 O.C. ? ; o s �'- ° 10d AT EACH END & AT �° 3 O.C. EDGES & 6 ( y § . Z Z H N a O.C. FIELD W W m ., o GABLE TRUSS CROSSING AT 45°xANGLE �° Za0= w m o m CONTINUOUS 2X4 SPF NAIL TOP OF "T" TO ; RUSSE 10d @ 4" O.C. NZ z o OD SPANNING (4) TRUSS TRUSSES GABLE TRUSS w/2-12d CONTINUOUS 2X4 SPF ; W -F C5 BAYS (8 FT) NAILED TO 10 NOT BLOCK @ & (1) SIMPSON H8 w/ SPANNING (4) TRUSS GABLE TRUSS LL m o w v -' 2x4 BLOCKING @ 4" O.C. PLATE TOENAIL w 10-10d x 1 1/2" BAYS (8 FT) NAILED TO ;° ° 5 a, .� " U3 W W/12d & 2-12d TO CHORD 316d 2x4 BLOCKING @ 4" O.C. �' NAIL TOP OF "T" m D o � ❑ a ° w/12d & 2-12d TO CHORD '.' TO GABLE TRUSS U. NAIL GABLE TRUSS ' W/2-12d & (1) a= a TO PLATE w/16d @ , ` SIMPSON MTS12 W/ ~ ~ 2X4 SPF BLOCKING 4" O.C. 2X4 SPF BLOCKING 14-10d x 1 1/2" BETWEEN TRUSSES BETWEEN TRUSSES " @ 48" O.C. MAX. 2X4 PT PLATE W/ 1/2" @ 48" O.C. MAX. NAIL DEADWOOD TO NAIL TRUSS BOTTOM x 3 1/4" TAPCONS @ o d TOP PLATE w/16d @ CHORD TO 2X4 DEAD- 12" O- BAYS DW CEILING n4" O.C. WOOD w/16d @ 4"O.C. ICF WALL BAY SIMPSON LSTA30 w/ LEAST 90% OF THE WEB. TOP & BOTTOM CHORD GABLE END BRACING @ - -- 14-10d @48" O.C. - 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES GABLE END BRACING FRAME WALL TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN G E01 GABLE END BRACING GE05 W/o VOLUME CEILING (TYP CA6" O.C. SCALE: 1/8" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES: B 2 - S.P.F. CONST. GRADE TOP PLATE STRUCTURAL NOTES 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 SPLICE MIN 48" APART 6) WOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: 1548 Seminola v to 141 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT — — — — — — — — — — — — — — — - - - - — — — — — — — — — — — — — — — — — — — — — — — WALL STUDS -SPF STUD OR CONSTRUCTION GRADE Cassel berry, fl 32707-3 648 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED I— — —I r — — t- — — rr I rf — — ITr T IT T fr, TOP &BOTTOM PLATE -SPF STD & BTG TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY I I I I I I I III F III I I I I I I I BOTTOM PLATE IN CONTACT WITH MASONRY #3 SYP PT www.habitatseminoie.org CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT I I I I I I I I I ll I I I I I I I I I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL I I I I I I I III III I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. I I I I I I I III I I I I I I I I I FURRING -#3 SYP P 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT I I I I I I I III G I I I I I I I I D (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS I I I I I I I III III I I I I I I I I I I I I I I I I I PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600 000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCOPDANCE WITH THE "DESIGN SPECIFICATION FOR January 14, 2010 CONY. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS I I I I III III OPENING LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST 2X4 STUDS TI PLATES AT 2'-0" D.C. MAY BE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O. (4) 12d WHEN IT LANDS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. LYWOOD I I I I I I I III III EDITION AND Q ST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 1 BASE PLAN REV. 07-00328 NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH W/ (4) 10d TOP & I I I I I I I III C III 1 I I I I I I 6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 SIDE w/(3)12d NAILS WHEN BOTTOM OR H5 OR HCLR/LL II II III 1 11 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED 2 3 REQUIRED w/ (2) MTS12'S B IN PLACE OF (4) 10d a I— ! I III III I I I I I I I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TRUSS - - - — II II II I E I 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS COLLAR TIE III III II SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 EVERY 3rd PLYWOOD RAFTER BLOCK NOTES:SOLID CB SE ALL SHEATHING TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS 2X4 BLOCKING BETWEEN TRUSSES W/(2)12dNAILS EACH END BEVEL CUTS SECTION B-B EDGES TYP. LL TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC TURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR BUILDER NOTICE. B B 2X4 SPF W/(2)#7X&1/2" FLOOR SYSTEM III I I I I III I I I I I I I VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ALTERNATING DB BLOCKING WOOD SCREW EACH TRUSS OR H5 S RE O.C. SEE PLAN "*-DOUBLE TOP PLATE — — — — ILL _ I — _ — I L ._ — LLL — — IL _ — LL _ _ LL ENGINEER OR ARCHITECT. Its Is the Intent of the designer that these plans are accurate and are clear enough for the licensed PRE-ENG. TRUSS 2x STUD WALL 2x8 RIBBON OR ■ BEARING WALL NAIL PATTERN: professional to construct this project. In the event CONT. ROOF SHEATHING AT TRUSS TOP PLYWOOD SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN BLOCKING BETWEEN A P.T. BASE PLATE 1. PLYWOOD AND SIDING: that something is unclear or needs clarification, Stop, and call the designer listed on this title page. SEE PLAN FOR CONNECTION ;; �,�.: 3 TO 4 TRUSS 2x4 AS SHOWN FLOOR SYSTEM SCALE: 1/4" = 1'-0"%--2x4 FIELD USE 8d NAILS @ 12" O.C. If is the responsibility of the licensed professional that is constructing this project to fully review these B 2X4 P.T. BLOCKING BETWEEN :Y •;' DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS AT 8'-0" EACH END 7: � } :,• .;, MAX. TRUSS 2x6 RAFTERS @ 2'-0"O.C. 1: + MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM " CONC.MASONRY 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT CKING ALTERNATE BLOCKING - ------- --------------- it 1�1 �I''ilail ----- iL__________________ I1'13LE EDGE) USE 8d NAILS @ 6" O.C. 4 FT ®- ® documents before construction begins and any and If be before 3/8" °� 3/8" 2. GYPSUM: i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Iall - - work s dcorrections needed to made, any "S" = NAIL ' USE CODE APPROVED SIZE AND SPACING FOR CONNECTION ; ,' 4 . NAILS TRUSS ;---- „ SPACING „ 3/4 1/2 �" 1/2" ROOF NAILING SCHEDULE: °1 - - - - - - - - - - - - ------------ ,i S I S 1/2° NAILING ZONES (SHINGLE AND TLLE) I7 ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) 5 F. 4 Pr. 5 4 �, `N, © ,® ® I ------ 'N �`, i O z O �. o TYP. WOOD TRUSS BLO A -A TOP PLATE _ _-- ZONE 2: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SECTION B-B--------------- _ _ _ _ " - --o ---° - ° - - - ZONE 3: 8d RING SHANK NAILS @ 4" O.C. (IN FIELD & ON EDGE) ©� ® ©© ® \�® �`' UJ s (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE I �`. 4+FT m 00 m S 10d RING SHANK NAILS) ---------------- ® © ------ , - TB06 BLOCKING CONV. FRAME DETAILS 4 FT. ® ®4 Fr. ' ° E. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING z Oc1' c U) SCALE: 3/4" = 1'-0" SCALE: 3/32" = 1'-0" ; E o O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL a uI c°� Q © NAIL AT TOP PLATE TWO ROWS1@ 4" O.C. W/8d COMMON NAIL CONTRACTOR NOTE: VU © NAIL OPENING PERIMETER @ 3 O.C. W/8d COMMON NAIL WALL SHEATHING INSTALL .. 2010-0058 © NAIL INT. AT 6" O.C. W/8d COMMON NAIL &NAILING SCH ED. ALL DRILLED AND EPDXIED HOLES MUST W 0 O STAGGER ALL VERT. JOINTS &NAIL @ 4" O.C. TB13 PROPERLY VACUUM, BRUSHED, AND BLOWN CLEAN PER MFGR'S RECOMMENDATIONS TO Sheet: Of: W/8d COMMON NAIL SCALE: 1/2" = 1'-0" ACHIEVE UPLIFT CAPACITY ; D 1 9 O NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c DETAILS NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. ICF WALL 2x4 BLOCKING AROUND CURVE. SFF PI AN [MIN. 2 TAPCON ANCHORS TO _2X J � Q U L (2) 16d ILS EACH END - o SB W/ 6d 16" O.C.LINTEL & TOP NAILER - 17A (SEE PLAN) 7/16" O.S.B. F CONTINUOUSEA. SIDE NG ATTACHED6" OSB W/ (2) 8d2X BLK'G. SEE DETAIL ABOVETO O.S.B. W/ 2 - 8d KS SEE MS11 EA. END FOR MORE INFO EDGE VIEW WINDOW ORDOOR OPN'G IS LS ST TC TC W) 1 DET. @ ARCH WINDOW FRAMING ICF SCALE: 3/16" = 1'-0" HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA END 1' - 4' (1) (2) (1) (2) 4' - 9' (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END (2) 2X12" 2SYP (2) LSTA 30 SEE SCHEDULE Z-ROWS 12d NAILS STAGGERED @ 12" O/C EACH 'ACE OR 3-ROWS 12d NAILS STAGGERED al 12" O/C FOR 2"1 OR GREATER HEADER )OUBLE 2 X 12 #2 ;.Y.P. HEADER W/ ./2" FLITCH PLATE iEADER. (U.N.O.) =ILLING AND BLOCKING AS ZEQUIRED FASTENED TO iEADER W/(2) ROWS )F 12d @ 16" O/C UNLESS VOTED OTHERWISE ?"x4" STUDS TYP. SIMPSON HTT16 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. DR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WALL HEADER DETAIL SCALE: 1/2" = V-0" TOP SPLICE DOUBLE 10d 1"41 141 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 2 ROWS 10d @ 6" O/C BOTTOM SPLICE OVER STUD F17 TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES (3) 16d COMMON @ 16" O.C. NAILS(TYP) HEADER PER LOCATION 7/16" OSB W/ 6d ! NAILS @ 16 O.C. HEADER TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (2) 16d TOE NAILS EACH END TYP. 7/16" O.S.B. EA. SIDE 2x4 SPF CONTINUOUS BLOCKING ATTACHED 2X BLK'G. TO 7/16" OSB W/ (2) 8d TO O.S.B. TO NAILS. SEE DETAIL ABOVE 2 - 8d EA. END 7'-0" MAX EDGE VIEW WINDOW OR DOOR OPN'G �- vmgq DET. @ ARCH WINDOW FRAMING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END —� 2X4 BRACE@ 4'-0" ON CENTER ^` TRUSSES (4) 12d NAILS EA. END SCALE: 1/2" = 1'-0" �_ SIMPSON HGMA 10 @ 1/2" GAP 4'-0" O.C. MAX. It EXTERIOR INTERIOR 8" ICF WALL SEE ICF01 FOR MORE INFO 6�B14NON-BRG. EXT. CMU WALL SCALE: 3/4" = V-0" 2"x TOP PLATE —� � 1/4" MIN. SPACE 2"x STUD @ 24" O.C. MAX. 2"x P.T. PLATE TYPICAL INTERIOR WF18 NON -BEARING SCALE: 3/4" = 1'-0" 2 STORY WALL — SEE PLAN FOR SIZE AND SPACING STRUCTURAL SHEATHING MIN 7/16" APA-RATED ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE PLYWOOD ROOFING •2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM LD02 SHEAR TRANSFER EXT. WALL SCALE: 3/4" = 1'-0" ICF WALL REINFORCEMENT CHART: 120MPH EXP. B [4" CORE WALL] HEIGHT, H VERTICAL REINF. HORIZONTAL REINF. [ft] 8 #4 @ 16" 0-C MAX #4 @ 32" 0-C MAX IGEY NOTES ❑1 VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED INTO FOUNDATION A MIN OF 6" EMBED ® AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF WALL TO FOUNDATION SYSTEM 0 CORNER REINF. BARS TO BE INSTALLED PER ICF WALL MANUF. SPECIFICATIONS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING ❑5 PROVIDE ATYPICAL MINIMUM COVER OF 1 1/2" FOR REINF. IN WALL SYSTEMS © REFER TO THE L-SHEET(S) FOR REQ'D VERTICAL REINF. ABOVE OPENINGS 7� VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" 0-C. IF THE 4ft HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT SPECIFIED FOR FULL HEIGHT WALL ® PROVIDE (2) CONTINUOUS HORIZONTAL REINF. BARS @ FLOOR LOCATION (SEE DETAIL WS06 FOR ADDITIONAL INFO) `-SEE REINFORCEMENT HORIZONTAL REINF. 4 SEE L-SHEETS FOR REQ'D HEADER INFO 5 3 2 7 SEE REINFORCEMENT , TYP ICF WALL SCALE: 1/2"=1'-0" illi rur( incy u VERTICAL REINF. CF01 ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" �12 CEILING BOARD --' 3/4" P.T. NAILER —� 1/2" DRYWALL CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 P.T. @ S.G.D. ' MARBLE STOOL — PRE ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) FIBERGLASS SHINGLES OR TILE ROOF - VERIFY W/ ELEVATIONS ROOFING FELT APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) �-METAL DRIP EDGE 2X SUBFASCIA CONT. VENTED ALUM SOFFIT N v W Z 40 Q Z .� W O 0 y a{ W W N O WIN Q 0 En�a n. r• W V Copyright 2005 by keesee and associates, Inc 945 South Orange Blossom Trail, Apopka, Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials contained within this set are the property of keesee and associates, Inc and may not be reproduced either in part or wholly in any manner without the express written permission of keesee and associates, inc. onEFAMMEM ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL N • C • H • D • C A 0 TO CEMENTITIOUS 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgl;ICF WALLS WOOD BAS '.'.':• Z$ FTG. DOWEL #5 DIA. REBAR 7" IN °zd a rq CONC SLA FOOTING. EXTEND 25" (ACI 530) In o °' co (SEE FOUNDATIO ° a W§ W 1 N o N ABOVE SLAB. ALL LOCATIONS SHOWN z > , 2 � M m14 PLAN FOR MORE ON FOUNDATION PLAN o _ LU � d INFORMATION) a o LL Q ati #5 REBAR CONT. @ SLAB LEVEL W �, o U o 6X610/10 .p. �g�4 O 1AJW.W.M. o§ cc o o a a o F.F. _ _ TOP OF SLAB Q o E a z N .... ,.:.� . ,.;. ,.•..,.; - a R z_ Z yam ¢ 3 N ~ Ci! o 0�0 0z W m00z m (a=1 FINIS RADE W- Z y Z E ti° a 00 LL LL LU v, it II I '::,.;'. t::: r o o W U c' LL, Wow Lfro to oW 16" SEE FOUNDATION 6SO�ITYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" S' R BEAM- SEE PLAN FOR CONNECTION AND SIZE --REMOVE INSULATION AT LOCATION- ICF BLOCK ENTIRE HEIGHT OF WALL BEAM Cal 90 WALL CONN. SCALE: N.T.S. ICF BLOCK z SEE PLA W W Lij FOR REINF. a BEAM- SEE PLAN FOR CONNECTION AND SIZE REMOVE INSULATION— ' AT LOCATIONIr - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. ICF BLOCK — SEE PLAN----_— FOR REINF. 8" REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM- SEE PLAN FOR CONNECTION AND SIZE BEAM @ ANGLED WALL CONN... SCALE: N.T.S. rICF'02BEAM TO WALL CONNECTION SCALE: 3/4" = 1'-0' 3 t, 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 BASE PLAN REV. 07-00328 BUILDER NOTICE: Its is the Intent of the designer that these plans are accurate and are clear enough for the licensed professional to construct this project. In the event that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional that Is constructing this project to fully review these documents before construction begins and any and all corrections If needed to be made, before any work is done G � O E O a 0 W m d 00 Y m OC) z V *�� E iu E LV1V-VVJC Sheet: Of: D-2 9 DETAILS PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. IX LLI TRUSS ANCHOR (SEE PLAN) = Z SIMPSON SP2 TOP FIBERGLASS SHINGLES OR TILE Q ■� AND BOTTOM. TYP. ROOF - VERIFY W/ ELEVATIONS •N NOTE: MAY CUT BACK 2x$ @ EACH 2X CRIPPLES (3) 16d COMMON ROOFING FELT Q @ 16" O.C. APA RATED STRUCTURAL .. P.T. @ TOP TO ALLOW CONT. NAILS(TYP) _ ICF WALL 2x4 BLOCKING AROUND CURVE. SHEATHING (SEE STRUCTURAL SEE PLAN MIN. 2 TAPCON ANCHORS TO 2x$ NOTES FASTENED TO TRUSSES 0 Q .9Z STRUCTURAL SHEATHING PER ROOF NAILING SCHEDULE) l �V 0 g UJ 3 MIN 7/16" APA RATED Q ATTACHED PER NAILING Q 04 0 UJ SCHEDULE m E 2 ni ,/—HEADER PER CEILING BOARD a N M LOCATION 3/4 PVARIES W/.T. NAILER Q W 0 2x8 W/ (2) 16d /�;/� i/ j ' ROOFS OPE 1/2" DRYWALL METAL DRIP EDGE LL US TOE NAILS EACH END /;� „ , , . 2X SUBFASCIA rn Q 7/16 OS W/ 6d 7/16" OSB W/ 6d� NAILS @ 16" O.C. PLYWOOD „ ROOFING CURTAIN NAILER 1 X 4 o a = NAILS @ 16 O.C. HEADER TO SIDE &TOP NAILER P.T. @WINDOWS 1 X 8' 4 v LINTEL TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (2) 16d 2 STORY WALL 2X4 CONT. W/ P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT Eq (SEE PLAN) (2) 16d COMMONS .;. O.S.B. 2x4 SPF CONTINUOUS TOE NAILS EACH SIZE ANDS ACING END TYP. NAILS EACH STUD TYP. �7/16" EA. SIDE BLOCKING ATTACHED 7/16" O.S.B. T&B Copyright 2005 by keesee and associates, Inc TO 7/16" OSB W/ (2) 8d EA. SIDE 2x4 SPF CONTINUOUS 945 South Orange Blossom Trail, Apopka, 2X BLK'G. NAILS. SEE DETAIL ABOVE BLOCKING ATTACHED Florida 32703. All rights reserved. The plans, TO O.S.B. 2X BLK'G. TO 7/16" OSB W/ (2) 8d elevations, drawings, illustrations, and other materials W/ 2 - 8d 2x BUCKS SEE MS11 TO O.S.B. NAILS. SEE DETAIL ABOVE contained within this set are the property o W/ 2 - 8d keesee and associates, inc and may not be EA, END FOR MORE INFO reproduced either in part or wholly in any manner EDGEVIEW EA. END 7'-0" MAX MARBLE STOOL without the express written permission of WINDOW ORDOOR OPN'G EDGE VIEW WINDOW OR TRUSS OR ROOF SYSTEM keesee and associates, Inc. DOOR OPN'G ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL N • °• a• c &F01 DET. @ARCH WINDOW FRAMING DET. C� ARCH WINDOW FRAMING LD02 SHEAR TRAN g p CEMENTIT ICF SCALE: 3/16" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" - DECORATIVE FINISH 1 X 4 P.T. BAS NAILER xgI;ICF WALLS WOOD BAS FTG. DOWEL #5 DIA. REBAR 7" IN ��ZCONIC SLAZ SEE FOUNDATIO o FOOTING. EXTEND 25" (ACI 530) of - W � r- o' co ( ABOVE SLAB ALL LOCATIONS SHOWN _ M N'q �4 HEADER SUPPORT NO. OF JACKS & STUDS RECI. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL JACKS EA END STUDS EA END JACKS EA END STUDS EA EN 1' - 4' (1) (2) (1) (2) 4' - 9' (2) (3) (2) (2) 9'- 16' (3) (3) 1 (2) (3) PLAN FOR MORE 71ON FOUNDATION PLAN _ L 6 o LID INFORMATION) a o o M ¢ W 2 #5 REBAR CONT. @ SLAB LEVEL 6X610/10 oo " o 8 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK SEE STRUCTURAL NOTES AND HEADER SIZE NO. & SIZE OF NAILING SCHEDULE FOR (4) 12d NAILS & GRADE RAFTER TIES SHEATHING DETAILS EA. END Aflu MUM F(2) 2X12 2SYP (2) LSTA 30 REFER TO SEE SCHEDULE WF03 OR WF04 2-ROWS 12d NAILS STAGGERED @ 2X4 SPF BLOCKING * WHEN STUD LENGTH 12" O/C EACH @ 48" O.C. MAX-W/ 2X4 BRACE@ 4'-0" IS LESS THAN 12" USE FACE OR 3-ROWS (2) 16d END NAILS ON CENTER LSTA30 STRAPS AT EACH 12d NAILS STAGGERED EACH END STUD WRAPPED OVER @ 12" O/C FOR 2"x10" TOP PLATE & NAILED OR GREATER HEADER TO HEADER EACH SIDE W/ 11 - 10d NAILS DOUBLE 2 X 12 #2 S.Y.P. HEADER W/ 10d NAILS @ 1/2" FLITCH PLATE 8" O/C TYP. HEADER. (U.N.O.) FILLING AND BLOCKING AS TRUSSES DOUBLE 2"x4" REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O,) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE I 2"x4" STUDS TYP. SIMPSON HGMA 10 @ I 1/2" GAP°' 4'-0" O.C. MAX. SIMPSON HTT16 W/ (18) ° 16d NAILS & A 5/8" EXPANSION ANCHOR EXTERIOR INTERIOR O W/ 6" EMBEDMENT U.N.O. W.W.M. °..0� ¢ oo N F.F. TOP OF SLAB W t= Z e N ti ri 4 ----- �a3 Z.1a 00 zaog [AL — Hag o40 o: =III=III=III=III=III=1 FINISH RA E LU �' °° =1 11=1 11=1 11=1�1 o W a g 5,1 z a -III UJ � r H:36 0 _II W�o ❑ O LU LL 16" SEE FOUNDATION ~~ j S01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" III►• '' VARIES 1) SEE PLAN BEAM- SEE PLAN 4 FOR REINF. FOR CONNECTION AND SIZE 1548 Seminola Blvd Ste 141 REMOVE INSULATION Casselberry, fl 32707-3648 ICF BLOCK AT LOCATION- WWW.habitatseminoie.org ENTIRE HEIGHT OF O WALL OR 8 1/2" AT GARAGE p BEAM @ 9 0 WALL CO N N . * *HOLD DOWN CONNECTIONS NG STEP DOWN 8" ICF WALL Janus 27, NOT REQUIRED @ BEARING P.T. BOT. PLATE SCALE: N.T.S. January 2010 SEE ICF01 � WALLS WITHOUT UPLIFT FOR MORE SEE REINFORCEMENT REQ'DCHART R 1 BASE PLAN REV. 07-00328 INFO HORIZONTAL REINF. ICF BLOCK z 2ey 1-26-10 rWFO9 WALL HEADER DETAIL rTB14 NON-BRG. EXT. CMU WALL SEE PLAN W 3 SCALE: 1/2" = V-0" 6 FOR REINF. w 4 SCALE: 3/4" = 1'- " �� �� �� �� • BEAM- SEE PLAN 4 FOR CONNECTION 3 REMOVE INSULATION AND SIZE BUILDER NOTICE: SEE L-1 SHEET FOR AT LOCATION- Its is the Intent of the designer that these plans REQ'D HEADER INFO ENTIRE HEIGHT OF are accurate and are clear enough for the licensed professional to construct this project. In the event WALL that something is unclear or needs clarification, Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional 1/4" MIN. SPACE that is constructing this project to fully review these TOP SPLICE 2 rrx TOP PLATE documents before construction begins and any and BEAM TO WALL CO N N s all corrections If needed to be made, before an i work Is done DOUBLE 10d SCALE: N.T.S. NEARM 2yf. MAN, 5 2 8 REMOVE INSULATION E ICF BLOCK /11 8" AT LOCATION- z' ENTIRE HEIGHT OF o 2 ROWS — 2 ° x STUD @ WALL 10d @ 6" 0/C 24" O.C. MAX. SEE PLAN m FOR REINF. BEAM- SEE PLAN ;; J 2'"x P.T. PLATE 7 FOR CONNECTION z CO In NOTE: SEE REINFORCEMENT AND SIZE Q E' PLATE LENGTHS MUST BE BOTTOM SPLICE \ CHART FOR INF. OVER STUD ° TYP ICF WALL VERTICAL REINF, a w AT LEAST 8'-0" LONG. TYPICAL SCALE: 1/2"-1'-0„ BEAM @ ANGLED WALL CO N N . TYPICAL INTERIOR SCALE: N.T.S. ATE SPLICE DETAIL rWF18 NON-BEARINGSl,eat: of: WF17 TOP PL9 n — �- rr SCALE: 3/4"=V-0" FOR TAIL ICF02 BEAM TO WALL CONNECTION SCALE: 3/4 — 1 0 I 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAIL FFF ICF WALL REINFORCEMENT CHART: 11OMPH EXP. B [6" CORE WALL] HEIGHT, H VERTICAL REINF. HORIZONTAL REINF. [ft] 8 #4 @ 32" 0-C MAX #4 @ 32" 0-C MAX KEY NOTES 0 VERTICAL REINFORCEMENT TO ENGAGE THE FOUNDATION BY ONE OF THE FOLLOWING METHODS a.) VERTICAL WALL REINFORCEMENT TO BE LAPPED w/ VERTICAL REINF. FROM FOUNDATION OR b.) VERTICAL WALL REINF. TO BE EPDXIED INTO FOUNDATION A MIN OF 6" EMBED ❑2 AT ENDS OF OPENINGS, PROVIDE (1) VERTICAL REINF. BAR WHICH IS CONTINUOUS FROM TOP OF WALL TO FOUNDATION SYSTEM 3❑ PROVIDE MATCHING CORNER BARS W/ MIN 2'-8" SPLICE AT ALL REINFORCING BARS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING 0 PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR REINF. IN WALL SYSTEMS © REFER TO THE L-1 SHEET FOR REQ'D VERTICAL REINF. ABOVE OPENINGS (IF REQ'D) 07 VERTICAL REINF. BELOW WINDOW OPENINGS NOT EXCEEDING 4ft HIGH MAY BE A MINIMUM OF #4's @ 32" O-C. IF THE 4ft HEIGHT IS EXCEEDED, MAINTAIN VERTICAL REINFORCEMENT SPECIFIED FOR FULL HEIGHT WALL