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HomeMy WebLinkAbout1825 Merthie Dr 10-633 new sfh (a)N v W STRUCTURAL DESIGN CRITERIA a _ I TERMITE SPECIFICATIONS: STRUCTURAL NOTES: � N AVi,, G PREFABRICATED WOOD TRUSSES CODES: 2007 FLORIDA RESIDENTIAL BUILDING CODE WITH 2O09 SUPPLEMENT, Q W a CAST IN PLACE CONCRETE NFPA 70A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) '�'� P SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 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 05) Z 05) 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 '� SECTION R320 PROTECTION AGAINST TERMITES 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO ANCHORS. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (AACICI 530 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 O 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 v M SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR APA PLYWOOD DESIGN SPECIFICATION Q 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 FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. y m o TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). 3. WELDED WIRE FAB W c~v � � G 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 M M W THE R THE BUILDING DEPARTMENT BY THE WITHIN THE 6". A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 20 PSF (REDUCIBLE) Q LL A CERTIFICATE OF COMPLIANCE SHALL BE ISSUEDLIVE LOADS: ROOF LICENSED 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 RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF N RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN OF BEAMS. DEAD LOAD. 60 PSF BUILDING HAS R BALCONIES 40 PSF TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE 5. HORIZONTAL FOOTING BAR" SHALL BE BENT 1' 0" AROUND CORNERS OR 4• THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. REQUIRED BY STAIRSEn FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CORNER BARS WITH A 2 -0 LAP PROVIDED LIGHT PARTITIONS (DEAD LOAD), U.N.O.20 PSF � � � � g V 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION 10 PSF ATTIC L.L. BAR DIAMETERS TYP. OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FORM. FOLLOWING DESIGN LOADS: 2500 PSI 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGH T METAL PLATE CONNECTED CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED NOTE. 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 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 945 South Orange Blossom Trail, Apopka, "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE � 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND Florida 3270ra All rights reserved. The plans, REINFORCING STEEL GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING elevations, drawings, illustrations, and other materials BUILDING DEPARTMENT. contained within this set are the property of PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, 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 L 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 ANS WORKING x • c • s •n • c REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SP 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 0 OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND MASONRY MORTAR TYPE "S" 0 00 PSI P INDICATED ON THE DRAWINGS: CONCRETE GROUT 3000 PSI B D® FTGS, WALLS, COLUMNS, BEAMS, SLABS: ALL TRUSS TO TRUSS HANGERS. UNITS: CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION FILLED CELL REINFORCING: 36 DIA. OR 2'-0" MIN. TEMPERATURE REINFORCING: 40 DIA. OR 2'-1" MIN. WELDED WIRE MESH: 20 DIA. OR 1'-0" MIN. STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O RADON GAS 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 .1", OF THE 2007 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. MASONRY WALL CONST. a CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.L. THEREFORE, UPLIFT CONNECTORS WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. z o 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, ROOF 2 SOUTHERN YELLOW PINE , EXTERIOR, M.C.) TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS ROOF DECK: PLYWOOD GC/C D, EXTERIOR, or OSB (SPAN RATED 24/16) w 3 Z N � m 3000 P.S.I. FOR THE CONCRETE STRENGTH.COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI) AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS Q FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) 04 z � C co 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 W z 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) mod, N o Q o 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. AT 28 DAYS OF 3000 PSI SLUMP $" TO 11". PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF ° ,�_ uj i4155l` •• �( I1a TIOI S 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS THESE WALLS. R � o a a WITH THE CELLS FILLED WITH COARSE GROUT. DESIGN LOADS: SHINGLE ROOF: °0-S "- N 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND TOP CHORD LIVE LOAD: 20 PSF a ® o `"tt.�* 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 Woo o 2 Abv, Above F.Pl, Fireplace Ref. Refrigerator REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY A/C Air Conditioner R. Foot /Feet Req'd. Required CELL TYPICAL UNLESS OTHERWISE NOTED. WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF �' Z 0- Ad'. Adjustable Ftg. Footing Rm. Room 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED TRUSSES: 37 PSF W Z W~ J 1 DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON Z o M A.F.F. Above Finished Floor FX Fixed Rnd. Round 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF o a U. W vi v Galy. Galvanized R SH Rod and Shelf RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR to U w A.H.U. Air Handler Unit / METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW (NON CONCURRENT) m o rn ❑ ALT. Alternate G.C. General Contractor SD. Smoke Detector GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS STEPS. B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. 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 B.F. Bifold Door G.T. Girder Truss Sh. Shelves BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING ° 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 TO APPLYING THE EPDXY. ALLOW THEAFTER COMPACTION: B.P. Bypass door Int. Interior Sq. Square WOOD CONSTRUCTION MANUFACTURER'S SPECIFICATIONS, THENX ILLOTHE CELLCUREO IN THE NORMAL VALUESOILEARING SEE SOILS REP RT AND SPECIIFASSUMED AOWABLE SOIL ICAT ONSRINGESSURE FOR COMPACTION R QUIREMENTSO PSF Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS NATIONAL DESIGN WAY DURING BOND BEAM POUR. IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY Cir. Circle K.S. Knee Space Temp. Tempered SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION. 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Laun. Laundry 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 Clg. Ceiling ry Thik'n. Thicken MISC. STRUCTURAL WOOD FRAMING MEMBERS ( I.E. BLOCKING OR GABLE COMPACTED TO AT LEAST RI OF MAX. DRY DENSITY AS DETERMINED BY Col. Column Lay. Lavatory T.O.B. Top of Block END BRACING) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER CONT. TO FOOTING) Comp. A/C Compressor L.F. Linear R. T.O.M. Top of Masonry 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE ASTM 1557 (MODIFIED PROCTOR) S C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN SUBSTITUTED WITH (1)D(7y:LSIMPSON MTSM16 TWIST STRAP W/ UPLIFTS L" X 21/a" Mas. Masonry Trans. Transom Window THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION THAN TO MASONRY AND SMJ.6 NAILS LI TRUSS FOR UPLIFTS LESS D Dryer THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). sa Dec. Decorative Max Maximum Typ. Typical SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. F J Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 2007 FLORIDA BUILDING CODE Mfgr. Manufacturer U.N.O. Unless Noted Otherwise 4. FASTENERS FOR PRESSURE PRESERVATIVE, TERMITE TREATED AND w Dbl. Double FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED ia. Diameter Micro. Microwave VB Vanity Base STEEL STAINLESS STEEL, SILICON BRONZE OR COPPER. RESIDENTIAL SECTION R301.�1 & R301.2 � ,�4,.�.W. � �'`"` D C Disp. Disposal Min Minimum Vert. Vertical ;�� MORE THAN 0 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 0AT 1548 Seminola Blvd Ste 14 D.W. Dishwasher N.T.S. Not to Scale W/ With 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 MEAN ROOF 15 FT. HIGH WIND LOADS BASED ON FBC, SECTION CHAPTER & ASCU 7-05 Elec. Electrical Pc. Piece Wd Wood WIND SPEED 110 MPH ((3 3 SEC. GUST) wWW.habltatseminOle.org Water Proof TYPICAL FOR SINGLE STORY HOMES WIND IMPORTANCE FACTOR - (Iw) =1.0 CATEGORY 11 Elev. Elevation PC. Pedestal W WIND EXPOSURE - "B" (FBC CHAPTER 16) Ext. Exterior P.L. Parallam INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) Exp. Expansion PLF Pounds per linear foot 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 THIS DRAWING AND DESIGN IS VALID DESIGN WIND PRESSURE: January 14, 2010 P.T. Pressure Treated (COMPONENT AND CLADDING) WORST CASE (10 SF- END ZONE) Fir. Floor FOR 12 MONTHS AFTER THE DATE IT # END ZONE IS ONLY WITHIN 5'-0" Fdn. Foundation Pwd. Powder Room IS SIGNED AND SEALED OR WHILE OF ALL EXTERIOR BUILDING CORNERS CURRENT CODE IS VALID 1 ASE PLAN REV. 07-00328 FOR WINDOWS & DOORS SEE FLOOR PLAN 2 iRFEVISIONS FOR ACTUAL PRESSURES 3 GARAGE DOORS 4 BUILDING TYPE SINGLE 8x7 +19.1 PSF / -21.6 PSF 5 DATE DESCRIPTION TYPE V DOUBLE 16x7 +18.3 PSF/-20.4 PSF -B 05-29-09 2007 CODE UPDATE BUILL ER NOTICE: s r=ET NO. DRAWING SWEET I N0EX 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 oft 5 ELECTRICAL PLAN 6 WATERPROOFING DETAIL 0 Co OA DETAILS O D-1 0 l D-2 DETAILS eto L-1 LINTEL PLAN /1 m m m F- ZV Oo W O 3 V i0 G � ,pad, O.. 2010-0060 www.habit atsem note or; � c Sheet: Of: 01 9 PLAN1140 3BR STRUCTURAL NOTES FOOTING SCI-IEOULE SEE FND. PLN FOR STEP DOWN HGT (TYP 4") F.F. PORCH FIN. FLR. -------------- ,. rr 1A; r• ' 1/2" EXP. JOINT r PORCH STEP DOWN 4 SCALE: 1/2" = 1'0" VARIES SEE FOUNDATION PLAN STEP DOWN NON BRIG. SCALE: 1/2" = 1'0" F.F. 4" SLAB -- L .V,_ .77' _ r,� r 00 8° 3 THICKENED EDGE SCALE: 1/2" = 1'0" CURB W/ 145 CONT. 4" SLAB 811 W.W.M. MARK SIZE DEPTIH REINFORCING 4" SLAB O'O' F.F. (VERIFY) • VARIES /F.F. ,� _ _' --` _ _ •- _` GRADE F2.5 ,� „ l • _ - ,; , 2 -6 X 2 -6 1'-0 3 #5 E.W. BOT. O .• :,��,., N " ' " ' r' • io, 16" X 20" MONO s : •i : • 2 # 5 REBAR • �. g FTG W/ 2 #5 F3.0 3'-O" X 3'-0" 1'-0" 4 #5 E.W. BOT. REBAR CONT 16" 16" MIN LAP 25" SECTION C� GARAGE F3.s 3'-6° x 3'-6° 1'-0" 4 #5 E.W. BOT. S 2 SINGLE STORY FTG C.M.U. WALL SCALE: 1/2" = 1'0" 1 BEARING SCALE: 1/2" = 1'0" „ ,� 5 #5 E.W. BOT. F4.0 4 -0 X 4 0 1'-0 F4 S 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. POST & POST SIMPSON ABU66 w/ EXTEND SLAB (12) 16d�NAIL�S TO POST F.F. AND 5/8 x18 LONG A.B. �� �� 11/2" BEYOND 16 X 20 MONO BLOCK FACE 4 SLAB " F5.0 ,_ „ „ 5 0 X 5 -0 V-4" 6 #5 E.W. BOT. — - - HOOK BELOW FTG. REIN. 4" SLAB FTG W/ 3 #5 F.F. ` REBAR CONT F.F. MIN LAP 25" - - — - — F6.0 6 -0 X 6' 0 1 4 7 #5 E.W. BOT. ' 'r ' • . ' \: t, 2- #5 REBAR CONC. PAD w/ REBARS EA. WAY 2-#5 REBAR ''; '' �''r •., ' PER INFO ON ' FOUND. PLAN SEE FOUNDATION FOR `ISIZE & REQUIRED REBAFfl COLUMN PAD DETAILS 7 EXT DOOR SILL 6 SCALE: 1/2" 1'0" THICKENED EDGE a BEARING SCALE: 1/2" = 1'0" NO SCALE = 4" X 8" X 16" CMU PROVIDE 1 1/2" TILE SILL BY RECESS AT SGD EXTEND SLAB z TILE CONTRACTOR CONT REINF. 2 #5 BENT BARS W/ LOCATION 8" WIDE 1-1/2" BEYOND g (RAISED OR FLUSH) FND. FOR MIN. 25" LAP SP IC WALL FACE w �E NEE PLAN X 25" X 25" MIN. 8" OR '� '• TYP. SEC. Cn Lu in F F REINF. SEE )RNER BAR ONE 16" MAX STEP 'V' , ;�`. ; ` '� "� 0'0" FIN. FLR. PLAN )R EA. HORIZ. ''� ,'':': • -`��--�.w. =- ;=2---� _:1 '• ''r; _BAR, TYP. U.N.O. 2 CONT. :• :' ' #5 • , ,, SEE TY .. • ,, . • ,, SEC. 11 1/2' EXP. JT. 2 #5 CO 2 # 5 REBAR TYP. CORNER BAR PLAN DETAIL 12 SCALE: 1/2 -1-0 TYP. STEP FTG. DETAIL SCALE: -1 0 S.G.D. SILL DETAIL BEARING SCALE: 1/2" = 1'0" SECTION @ SHOWER 9 SCALE: N.T.S. 2 X 4 P.T. PLATE 16" X 12" CONT. FTG 1/2"X 6" ANCHOR BOLT 245 REBAR OR RED HEAD 16" X 12" BELL FOOTING CONT. LAP ALL W/ 2" X 1/8" FLAT WASHER W/ 2- #5 REBAR (W/ 3-#5 SPLICES 25" MIN. 6" FROM CORNER & 2-STORY) EVERY 48" THEREAFTER ON CHAIRS, LAP SPLICES C@ 25" MIN. W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS VARIES OR FIBERMESH WHERE SHOWN ON �,_-��---- ,�i; ; -; ; ,•, ;�;;.��-- L REINF. SEE PLAN. FOUNDATION PLAN -- - -- -- wN .''.. . •. •:•.• •e.. •L . :...:...:..:.. ....... SEE VA s.� g • : f .'' f'-►';�;�»f Nf''" PLAN 1L L 1 174 STEP DOWNY BRG. INT. BRIG WALL 2 X 4 1rJ 4 CONTROL JOINT DETAIL 13 SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE:1/2"=1'-O" 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 6 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. it 60R] GRAVITY CAP. abs] 11000 15600 21500 28000 34500 TYP. a CORNERS 42500 61500 40'-0" N 0 W Z 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 � �a BD T ag ZN OZ N z�Ny w CN9N`"� �drn n Q Y2Z ¢VZF �oUs otiz O ir��Q a W R inwk_ Q L° O a N in Z oNs i WOQ LL O cN0O ci Zia° ZON w W 'Z PN m,Hz pp0 00 LZ Ui `� ��°)� C 0 �„ •Q C F FUao� o��\JJ\ 40 OgmO W N��O m�o� riV �° o H 0 LU LLL tl) H N W O� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 BASE PL�RE�V.M-0032! 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 E O N O _ �' 0 O m v m m m o Lo M °in al 0 z E. FL w U o . We I V w Sheet: Of: 2 9 FOUNDATION PLA SCALE =1/4" = 1'-O" FOUNDATION PL JN a c 1/4" PL. GLS. MIRROR ---- cr_ 0 � C7 BACKSPLASHN _ (~'} 0 d J , 1— N N a 5 e Q zo s Q Ib 5ATHROO 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® +21.8 / -29.1 MARK COLUMN SIZE (BASE) CONN. *FASTENER UPLIFT(Lb) © +20.8 / -22,6 ® +20.8 / -27.2 CI (3) 2X4 #2 SPF (6) 16d TOENAILS 0 UE +19.5 / -21.3 0 +19.5 / -24.6 G2 (3) 2X4 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 OSEE COVER NC� SEE COVER C3 (3) 2X4 #2 SYP (6) 16d TOENAILS 0 BEAM SCHEDULE C4 (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 MARK HEADER SIZE REMARKS CS (2) 2X6 #2 SPF (6) 16d TOENAILS 0 BM (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE Ch (2) 2X6 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 C� (2) 2X6 #2 SYP (6) 16d TOENAILS 0 M (2) - 2X8 #2 SYP 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 G9 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. CIO 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/ 5/8" 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 WOOD POST OR (2) SIMPSMPSONN 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 C13 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 I„I (2) -13/4" X 11 7/8 LVL 2.0E Fb=2950 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON LSTA24 TO WOOD POST OR (2) SIMPSON T HOST O ( CMU COL. G14 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 Immommoniiim Boom SOME Is 0 I I mommommumm mossnomng Now am es MUMMER ME 0 NOON —TILE TO MEMO NpME MENEEMOSEENNEN L■ ir Z J 0 yam 003 yy o �0 Z ,);z ew /—.1 7■ OPEN TO DINING KAvi u t/ r1 V V U D ITC4EN 40'-0" OP CV J Q I Iglll I H BACKSPLASH _ I Inu I J J I INII I Q I IIII I - r-� U I Ip11 I ? M LLI = Q ni I F Q 00 REF. INTERIOR- ELEVATIONS SCALE: 3/8" =1'-O" GENERAL NOTES: 1 "If water based ceiling texture material Is used, provide 1✓s" 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, I 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 LEGENC) FRAME WALL 8" ICF WALL 8'-0" HIGH AREA CALCULATIONS. LIVING AREA 1140 CARPORT 223 PORCH 104 UTILITY 88 TOTAL UNDER ROOF 1555 S.F. FLOOR FLAN SCALE = 1/4" = 1'-O" ♦+ N V W C Z w a J a .� IZ O � 0 LLI 0 c to W " C LL o W LL. C y� Q 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. ---------------- N-C-H•D•C A 0� B De w � az KW 0 0> NMI N ' zTq fn W J (0 Nx aV)LL Q O N�4 nZ W LU0E - (na Z Z $Na w m-1z z°o� z U W rn °yip 000 W '2W LU -,�, Z z Cr�Q a C F LL 0 W OTC to Q maw 00� El 0 Wi of 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 © oo o c� O Z _ p� o > d W " .� aa)i 8 m m m LO o M CNU) E C) Co 9 r I z d' 0 2 CU O E as a ..... c 7Sheet: Of: 3 9 FLOOR PLAN CONNECTOR SCHEDULE ROOF FRAMING NOTES MARK SIMPSON CONNECTOR 8PF SYP TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD W/ FASTENERS SHINGLE 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. FRAME O HETA16 W/ (9) -10d X 1 1/2" TO ROOF SLOPE HETA20 W/ (9) -10d X 1 1/2" CONCRETE 1810 1810 FRAME ® H2.5A W/ (10) - 8d NAILS TO 535 600 FRAME FRAME CO H10 W/ (16) - 8d X 11/2" TO 850 990 FRAME FRAME OD 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 FRAME O HTS-20 W/ (24) -10d X 1 1/2" TO 1245 1450 FRAME HGT-2 W/ (16) -10d W/ FRAME O 5" EMBED (2) 5/8" TO 6280 6280 DIA. BOLTS CONCRETE FRAME O FGTR* W/ (18)-SDS 1/4" X 3 TO 5000 5000 CONCRETE (2) HETA16 / (2) HETA20 FRAME Oj 1 PLY W/ (12)-10d X 11/2" TO 2035 2035 2 PLY W 14 -16d X 1 1 2" CONCRETE 2500 2500 FRAME O (2) LGT-2 W/ (32)-16d SINKERS TO 3700 4300 (14) 1/4" X 21/4" TITENS CONCRETE SIMPSON HU410 OR HUC410 BEAM O (MAX) W/ (18)16d & (10) 10d TO 1810 NAILS BEAM SIMPSON HU410 OR HUC410 BEAM O W/ (18) TITEN 1/4"X 1 3/4" TO 1085 & 10 -10d NAILS CONCRETE C r C C C Simpson Truss Hangers USP E uivilent Label (Qty.) Symbol Label HTU26 (0) AJ L THA29 - (0) BJ L MSH29 HUS26 (0) cJ L HUS26 HUS28 -(0) 02J L HUS28 HHUS26.2 (0) D'J L THD26-2 HHUS28-2 (0) D� L THD28-2 HHUS46 (0) D3 L THD46 HHUS48 (0) D^ L THD48 HGUS26-2 (0) E7J L THDH26.2 HGUS28.2 —(-0) E2J L THDH28-2 HGUS210-2 � -J ) E3J L THDH210.2 HGUS28.3 (0) E4J L THDH283 HGUS210-.3 (0) E6J L THDH210-3 HGUS5.5/12 —(0) E6J L THDH612 HGUS5.5/14 (0) E11 L THDH614 HGUS48 (0) Ea L THDH48 HGUS410 (0) EQJ L THDH410 MIT416 (0) FJ L TFI416 LSU26 —(01 eJ L TMU26 LSSU28 (0) HJ L LSSH28 SUL26 (0) SKH26L SUR26 —(0)— .`R SKH26R SUL210 (0) KL/,( SKH210L SUR210 —(0) ,KKR SKH21OR SUL410 (0) LL/Z SKH410L SUR410 (0) �`LR SKH41OR SUL414 (0) MJL SKH414L SUR414 (0) „MR SKH414R HUS48 (0) N' L HUS48 HUSC410 (0) N2LJ HUSC410 THJA26 —(0) FJ c HJHC26 THA422 —(-0-)— Qy L MSH422 THAC422 —(0) Q2LJ MSH4221F THA426 —(0) R� L MSH426 THAC426 (0) R2L J MSHC426 (S E 2X4 con iband Trusses held back 1/2" 0 frame walls or 1" concrete walls. FLOOR TRUSS END DETAIL r Il Plumb cut overhangs 6.0 --.0 3.0 12 VA" ROOF TRUSS END DETAIL �"" T—I I I I`VFVV J� I �VF� �� �V SCALE: 1/4" = 1'-0" PLAN Y 0 J m U. 0 a 0 00 12 4 EXTERIOR NOTES I GENERAL NOTES: R703.6 Exterior plaster. 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'Sec R806.2 R703.6.3 Where cement plaster (stucco) is to be applied to lath over S.F / 300 (1/30C) / 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;iv<bsistive barrier and the cement plaster (stucco) consisting REQUIREMENT of one of the folloo. g: 1. Two layers of 9gapproved water resistant barrier material complying witiik action R703.2, or 2. One layer of al�t,,*,pproved water resistant barrier complying with Section 1,555 TOTAL S.F. 373.02 SQ. INCHES OF 4 TOTAL VENTS R703.2 over 8r0,*pproved plastic house wrap, or ROOF VENTILATION REQUIRE REQUIRED 3. Other approve or materials applied in accordance with the manufacturer' ; �stallation instructions. 606�.� Y O U O O z m 3 0 0 a a- 0 0 0o b FIN.FLR 25 SH C: C Ix LL C a I - 0 z 3 O a O OP FIN. FLR 6" HARDL SIDING 12 4 35 SH LITE TEXTURED CEMENTITIOUS COATING 35 SH ROOF CRITERIA -24" OVERHANG U.N.O. -PLUMB CUT FASCIA -ROOF PITCH PER ELEVATION (VARIES BY LOCATION) -SHINGLE LOADING 12 Q 4 3 z O 3 m 0 0 0 Q. �P Q AN.FLR `o co — ----V -% REAR ELEVATION SCALE = 1/4" = 1'-0" r LITE TEXTURED CEMENTITIOUS COATING Y U O m U. 0 a 0 FIN. FLR co LEFT ELEVATION SCALE = 1/4" = 1'-0" IRIG14T ELEVATION. SCALE =1/4" = 1'-0" W v W Z 40 Q J Q .� z LLJ 0/ 0 Y/M a W V Y/ WN 0 d VR I r, d d F- �g v Copyright 2005 by keesse 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 B Do z Lu FZC7 aQ Lu ZOG tivq NMCD (D N jJ0)0�) w ri Ln Z202 6 �oa (On G O $ ¢ 2L o 2 Laa J Q Q � — `LL 0ff. W a N z 4a Z v, w 8 Z Z UJUJI O ��4 o.4 0 � I� r� m� Z f0 ZZ W a Z W LI z (9 a I Q L° a_ v J W C cc O�m0- LU w 0 riK vi V � ,< 0 w6pLu rl W uJ LL a) F W s 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 I I A III ill III I 'I Ili 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 E O z' O Ct0 > O _ o m W ® ® m m m 0 Lo a 0 04 oo LITE TEXTURED CEMENTITIOUS COATING E Q c CY ° z � O c E iv a c°� 00•0 ac Sheet: Of: 3068 DR : 4 9 FRONT ELEVATION. 12 ELEVATIONS SCALE: 1/4" = 1'-0" GABLE ELECTRICAL PLAN SCALE =1/4" =1'-0" NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET 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 AFCIs (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 OUTLESTS 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 O CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT t4 FOUR-WAY SWITCH tDM DIMMER SWITCH FLUORESCENT LIGHTING _(I}_ CEILING FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTUR E o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT g I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v a— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET [SIP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O 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 210 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR rf—A/C DISCONNECT UNDERGROUND 200 AMP SERVICE BY # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY T.p ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER E # 8 COPPER TO RANGE INTERSYSTEM r # 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 C Q a � J W G O C Lou y �o WN z� �� G W Q CIA W IL 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•H•D•C A 0 �� B Do z i? owo U, O8" cq m $ N M a, f� W aides ei inz id8B6 a 629 ar`z zo Q -_ E Uj n �== E Q Z m EN= yea Z 3 W��� � w m,� z m wy? Z � cam:'' ¢ C w 0.=�~ mO 0 ri Q �16n W N W U tq W In U W N SELL ~ W OF 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 i'll"I'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 E 0 O bOuO a z' O yOj �o m H � w M N C E O z E Q M_ O 4i UJ E ca a ig 0 U 9 u guile c Sheet: Of: 5 9 N ELECTRICAL PLAN MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH � . � RESISTIVE BARRIER & SELF FLASHING TEMPORARILY WEATHER RESISTIVE BARRIER FLASHING REQUIREMENTS -ADHERED SECURE THESE DETAILS ARE GENERIC AND MEANT TO SHOW THER ESISTIVE DOOR ROUGH OPENING WINDOW UNIT GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. BARRIER WOOD FRAME CONSTR. R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall TAPE �' EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 in: 12.0 in SELF ADHERED F LAS H I N G provide the building with a weather -resistant exterior wall envelope. The exterior OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) wall envelope shall include flashing as described in Section R703.8. The exterior (ASSEMBLED WINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING P RO D U CT► DETAILS wall envelope shall be designed and constructed in such a manner as to prevent accumulation of water within the wall assembly by providing a water -resistive WEATHER RESISITIVE �\►the SELF -ADHERED FLASHING EXTERIOR '" TWO LAYERS OF FELT OR O LAYER OF HOUSE WRAP AND barrier behind the exterior veneer as required by Section R703.2. All exterior -' BARRIER CEMT. FIN• ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 finishes shall be applied in accordance with the manufacturer's specifications or SEAL TOPS OF JOISTS installation instructions. UNDER DECKING (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions holes and breaks, weighing not less than 14 pounds per 100 square feet (0.683 1. Cut, fold up & temporarily secure weather RIM JOIST kg/m2) and complying with ASTM D 226 or other approved weather -resistant resistive barrier above header to allow for flashing installation Refer to the number marked as�# in each detail that corresponds to the material shall be applied Over studs or sheathing of all exterior walls as required 2. Self -adhered flashing plus head flashing under weather resistive barrier BUILDING numbered items in the list of instructions below: 1. Install flashing in by b Table R703.4. Such felt or material shall be applied horizontal) with the y pp y' 3. Fold weather resistive barrier back over head flashing and •I -� PAPER self -adhered order as shown numbers 2. Install flashing and weather resistive barrier to form water shedding laps upper layer lapped over the lower layer not less than 2 inches (51 mm). Where seal with tape 2 2 2O 3. Self -adhered flashing can be substituted for building paper joints occur, felt shall be lapped not less than 6 inches (152 mm). 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.8 Flashing.Approved corrosion -resistive flashing shall be provided pp g Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM EXTERIOR DOOR WITH DECK - SECTION A W P02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts in the exterior wall envelope in such a manner as to prevent entry of water into the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6° wall cavity or penetration of water to the building structural framing components. The flashing shall extend to the surface of the exterior wall finish and shall be EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT ADHESIVE Minimum) installed to prevent water from reentering the exterior wall envelope. Approved EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE UNDER B &HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit corrosion -resistant flashings shall be installed at, but not limited to, all of the THRESHOLD OF DOORIED AND RETURN FFLASHING LASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SELF -ADHERED FLASHING tight to corner following locations: REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary 1. Flashing for windows and doors shall be in accordance with Section 0613.8. g COMPATIBILITY SCORED or o 2. At the intersection of chimneys other mason construction with frame or y masonry • RELEASE PAPER stucco walls, with projecting lips on both sides under stucco copings. SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" -. (BEFORE FOLDING, SCORE (BEFORE LEASE PAPER TO 3. Under and at the ends of masonry„ wood or metal copings and sills. FLASHING VERTICALLY FROM 4. Continuously above all projecting wood trim. BOTTOM OF THRESHOLD 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of 2 a ,' ' MECHANICALLY FASTEN AS wood -frame construction. SECTIO - SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 6. At wall and roof intersections. (SEE DETAIL WP02) •, • 7. At built-in gutters. SELF -ADHERED FLASHING 2 R703.14 Drained assembly wall over mass assembly wall. Where wood 2 � SELF -ADHERED FLASHING 5 frame or other types of drained wall assemblies are constructed above mass wall NAILING FLANGE 1 4 assemblies, flashing or other approved drainage system shall be installed as 2 DO NOT FLASH OVER © SEAL TOPS OF JOISTS 1 UNDER DECKING 6 required by R703.8. BOTTOM NAILING 8 FLANGE SEE DETAIL WP07 2 ( ) 7 SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING V1/P05 SELF -ADHERED FLASHING �/�/P06 W► �/ EXTERIOR DOOR WITH DECK INSIDE CORNER SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 7/8" Cement Plaster 7/8" Cement Plaster _ 1 in accordance with in accordance with �w. ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance ; - lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR R. Building Paper Building Paper 1 %. 7/16" O.S.B. '. 7/16" O.S.B. sheathing I� sheathing DOUBLE SINGLE J I, JOIST ,' Keep top edge Metal l JOIST %% SELF -ADHERED FLASHING Of Wee SCrpeOd p Flashing : : " �, SELF -ADHERED FLASHING 1 2 below to 2 31 /2" block 3" MIN Unperforated , Vulcum 4 Flange 7/8" - � ' ' ' - cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom 3-1/2" Unperforated SELF -ADHERED FLASHING \H0.8362x;DECK JOIST W P 07 SELF -ADHERED FLASHING Q W P 0 NOT USED W P 09 Weep Screed Flange 7/8" Weep Screed , 1/2"' to 2" OUTSIDE CORNER V Above Roof 1/2" Cementitious Sheathing Decorative Finish ,o•• ••o. All inside and ,•'• '•. outside corner will EXTERIOR WINDOW UNIT ' ''9• need to be miter CEMT. FIN. • • cut and caulked all Cement Plaster •' butt joints need to ••'o. BUILDING PAPER • in accordance ,o'• becaulked using SLOPE SLOPE with ASTMC926 . ''. Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in : 12.0 in -(0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH I SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. _VV BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH x 2 1/2" Perforated Flange 1/2" Weep BUILDING PAPER BUILDING PAPER -Cement '.•o, Screed -Plaster ' - over block 1st floor ' EXTERIOR WINDOW UNIT CEMT. FIN. Install Slab edge of screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL MT F NISH W HEAD W P 10 SELF -ADHERED FLASHING WINDOW SILL W P 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE CSELF-ADHERED NDOW CEMT. FINISH ,+ N W V Z Q 0 a � � urn O C Z Q UJ W N QO Y/ W C4 O Q ED O LL i U) O 44 v N•C•B•D-C A 0 Ro B. zgam, IwoZ M ¢Z 0 7i W 'H NCC7,A CO Cq -Z& XJ -4 o N F- ,� � z �t VOa Lo O 8 Q O ALL= CL N T' '� NLU Z�O� W [0 !o�Na 40 m.-IZ � V) W � Oo 0] EU zw Z � ctiQ ca LL ¢ � W V O �w c�i U `I U H moo rn El o =Mrn tttttw����� r o� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 }Ir BASE PI AN 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 E 0 W 2 m m M Z *' E ayi E v` m d V LV-LV-VVVC V o Sheet: Of: 6 9 o= WATERPROOFING *DIAGONAL SPACED IMUM 2"x4" AT 15'-0" O.C. MAX )SSBRACING PLAN FOR .ATION) (3) 12d PER JOINT I I CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. T1301 CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-O" ' y 1 I ~ I CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG AT TRUSS WEBS IN IlliIIIN!A FOR NAILING _� �--X-BRACING - 2x4 SPF OR SYP W/ 2-160 @ EACH TRUSS WEB 2 CROSS BRACING DETAIL TYP. SCALE: 1/2" = 1'-0" B03 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. EQ. Lqq million In 111111 ILI C? q1461, DETAIL TBOI. UJ 111111111 minimills a C TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 (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 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 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 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 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 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 CONV. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS MAY BE NAILED W/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. VERTICAL SCAB (4) 12d WHEN IT LANDS 2 x 6 #2 SPF 48" O.C. LYWOOD NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH W/ (4) 10d TOP & SIDE w/ (3) 12d NAILS WHEN BOTTOM B REQUIRED W/ (2) MTS12'S INRPLACE OF 4) 10d TRUSS COLLAR TIE EVERY 3rd PLYWOOD RAFTER 2X4 BLOCKING BETWEEN CB BEVEL CUTS SEE SECTION TRUSSES W/ (2) 12d NAILS (OPTIONAL) B B 0 EACH END TB 2X4 SPF W/ (2) #7X3-1/2" ALTERNATING DB BA WOOD SCREW EACH TRUSS OR H5 ®48" O.C. SEE PLAN OUBLE TOP BLOCKING PLATE PRE-ENG. TRUSS 2x STUD WALL CONT, ROOF SHEATHING AT TRUSS TOP SEE PLAN PLYWOOD SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION {N 3 TO 4 TRUSS 2x4 AS SHOWN B ALTERNATE 2X4 P.T. BLOCKING BETWEEN @ K ;�, j, DIAGONAL OOD 2x8 #2 SYP RIDGE BEAM SPACES DIRECTION TRUSSES W/ (2}12d NAILS AT 8'-0" TRUSS EACH END �.xt:• MAX 2x6 RAFTERS @ 2'-0"O.C. TRUSS MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM TRUSS 2}1 NAILS CONC. MASONRY TO E TRUSS 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING OUBLE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SECTION B-B TOP PLATE SCALE: 3/4" = 1'-O" SEE SHEATHING PLAN 2X4 BLOCKIN BETWEEN TRUSSES SECT, A -A G.T ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT & OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS HIP G.T (2) 12D NAILS-' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2" = 1'-0" PRE-ENGINEERED OVERLAP TRUSS BRA NG WOOD TRUSSES AT LEAST ONE TRUS 6" OVERLAP , SPACE %-- MINIMUM (2) 16d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 15'-0" MAX SYP TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (TYP.) SCALE: 1/2" = 1'-0" N 0 W w y W Q 11D C a O o W 0 N 4 �p � N W 4 28 o - dd W HIL tin W f •¢ a a v TRUSS DESIGN NOTE: N • C-a• n • C TRUSS DESIGN NOTE' /� Ate TRUSS @ END OF CROSS BRACE TO BE DESIGNED TRUSS @ END OF CROSS BRACE TO BE DESIGNED 0 FOR ADD'L 70 PLF UP & DOWN TOP CHORD FOR ADD'L 70 PLF UP & DOWN TOP CHORD B D SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS & LOOKOUT SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR 12" AND UNDER -SPACE OUTLOOKER AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER SHEATHING DETAILS BLOCKS AT 24" O.C. OUTLOOKER BILK. FOR SHEATHING DETAILS ; SPACE OUTLOOKER BLOCKS AT 24" O.C. 8d NAILS 2X4 SPF BLOCKING @ SIMPSON MTS12 @ I AT 4" O.C. z 8 LOOKOUT 2X4 SPF BLOCKING @ i i" w o PANEL EDGES W/ (2) 16d ° OUTLOOKER BILK. � � � NAILS EA. END TO TRUSS ° RAFTERS IF PANEL EDGES W/ (2) 16d �� i° 0 Z o 0 -NAIL SHEATHING @ 4" O.C. APPLICABLE NAILS EA. END TO TRUSS 2X6 BR �,N41'L'ED SIMPSON MTS12 @ W Z 9 N M"o N STAGGERED w/ 8d ° STRUCT. SHEATHING r� �° LOOKOUT RAFTERS °>�� � "' o 2X4 BRACE NAILE 7/16" MIN. THK. - -NAIL SHEATHING @ 4 O.C. TO SIDE OF GABLE ��NN w d LO TO SIDE OF GABLE ° NAIL w/8d COM. @ STAGGERED w/ 8d IF APPLICABLE o.o Z y I— �; z � ��� �� TRUS$'W�S i° �a�oa Q anz � 2x4 SPF CROSS BRACE USS WE 3" O.C. EDGES & 6" STRUCT. SHEATHING S M W o O ° 00 �� a 8 @ 48" O.C. - NAIL w 3- I ' 7 16" MIN. THK. - it �' LLi 0 / O.C. FIELD 2x4 SPF CROSS -BRACE / � � � � d- � o 5 10d AT EACH END & AT @ 48" O.C. - NAIL W/3- i �° NAIL w/8d COM. @ Z LL N a Q o ELLPC L3 ° a- N 10d @ 4 O.C. Iv 3" O.C. EDGES & 6" �"� LJ 0 z 5 � CROSSING AT 45'p- ANGLE 10d AT EACH END & AT a Z $ ° GABLE TRUSS CROSSING AT 45 °kANGLE ,", �° O.C. FIELD z a o UD LL � o ou,09 CONTINUOUS 2X4 SPF ' RUSSE 10d @ 4" O.C. z 12 U y z w Y o 10 NAIL TOP OFT TO I ZZ z E SPANNING (4) TRUSS TRUSSES GABLE TRUSS W/2-12d CONTINUOUS 2X4 SPF i w 5 BY m cai m BAYS (8 FT) NAILED TO & 1 SIMPSON H8 w SPANNING (4) TRUSS i GABLE TRUSS a m o z v NOTCH BLOCK @ () / 2X4 BLOCKING @ 4" O.C. PLATE TOENAIL w ° 10-10d x 1 1/2" BAYS (8 FT) NAILED TO � �.' '° ° Doc w 1-1 W W �° NAIL TOP OF'IT" W " p a w/12d & 2-12d TO CHORD 3-16d ° 2x4 BLOCKING @ 4 O.C. i ��, ;° TO GABLE TRUSS W U. o NAIL GABLE TRUSS U. w/12d & 2-12d TO CHORD w/2-12d & (1) F UJ 1-64 TO PLATE w/16d @ SIMPSON MTS12 w/ 2X4 SPF BLOCKING 4" O.C. 2X4 SPF BLOCKING1 1 11410d 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 @ TOP PLATE w/16d @ CHORD TO 2X4 DEAD- 12" 0-C DW CEILING J4" O.C. WOOD w/16d @ 4"O.C. da 4 BAYS ^BAY v a ICF WALL ' SIMPSON LSTA30 w/ - -- 14-10d @48" O.C. GABLE END BRACING FRAME WALL (GE01�GABLE END BRACING GE05 W/0 VOLUME CEILING (TYPICA) O.C. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" B 2 -SPF CONST GRADE TOP PLATE STRUCTURAL NOTES SPLICE MIN 48" APART ( ) 1548 Seminola Blvd Ste 141 6)1 WOOD STRUCTURAL FRAMING MEMBERS: GRADE Casselberry, fl 32707-3648 Irr — — — — — — — — IlT — — T — — IT — — rr — — T II I II III - III I II II II WALL STUDS -SPF STUD OR CONSTRUCTION TOP & BOTTOM PLATE -SPF STD & BTC www.habitatseminole.org 9 II BOTTOM PLATE IN CONTACT WITH MASONRY 43 SYP PT I I I I I I I I 1J I I I I I I I I I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE I I I I I I I III III I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE II II I I I III II I II II II FURRING & B.U.C. STRIP 43 SYP PT I I I I I I I III C I I I I I I I I D (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) II II I II Ili III I II II II I I I I I I I III III I II II II PER NDS = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600 000 PSI 6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR January 14, 2010 OPENING LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST EDITION AND QST-LATEST EDITION. II II II I III III II I II I I 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 1 BASE PLAN REV. 07-00328 I I I I I I I III C III I 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 I I I I I I 6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED 2 3 JI— _ 1t- _ —11 _ — III III II I I II I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. I I I I I I I E I 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS III III I I SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 5 -1 T- - -7T- - III II II II I II II II II III I I II III II II II I NOTES: SOLID BLOCK ALL SHEATHING I I I I I I I I III I I I I III I I I I I I I TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS EDGES TYP. II II II II III I I II III II II II I 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: 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 _li _ _ILL _ -li _ _ li _ - U_ _ ENGINEER OR ARCHITECT. Its is the Intent of the designer that these plans are accurate and are clear enough for the licensed 2 x8 RIBBON OR BEARING WALL NAIL PATT E R N professional to construct this project. In the event A . that something is unclear or needs clarification, BLOCKING BETWEEN 2x4 P.T. BASE PLATE FLOOR SYSTEM SCALE: 1/4"' = 1%0" 1. PLYWOOD AND SIDING: Stop, and call the designer listed on this title page. If is the responsibility of the licensed professional (FIELD) USE 8d NAILS @ 12" O.C. "I that is constructing this project to fully review these 3/8" EDGE USE 8d NAILS @ 6 O.C. a; 3/8" °; 2. GYPSUM: 'IS" =NAIL ; USE CODE APPROVED SIZE AND �--- �� SPACING �� i 1/2�� SPACING FOR CONNECTION 3/4 1/2 0l ROOF NAILING SCHEDULE: S S NAILING ZONES (SHINGLE AND TILE) I I ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) - i c _ _o ___ o_ _ IL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) -- o--- o--- o -- a - - - - - ZONE 3: 8d RING SHANK NAILS @ 4" O.C. (IN FIELD & ON EDGE) S (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) documents before construction begins and any and ® all corrections if needed to be made, before any work is done of 0 z o UJ 0 m 00 m SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING z W o E SCALE: 3/32" =1'-0" ; E O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL a T4 w 0 a © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL WALL SHEATHING INSTALL OD NAIL INT. AT 6" O.C. W/8d COMMON NAIL TB13 & NAILING SCHED. EO STAGGER ALL VERT. JOINTS & NAIL @ 4 Q.C. W/8d COMMON NAIL SCALE: 1/2" = 1'-0" 2010-0058 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. SEE PLAN [MIN. 2 TAPCON ANCHORS TO 2x8 J J y U t7- 2x8 W/ (2) 16d vq TOE NAILS EACH END 7/16" OSB W/ 6d LINTEL NAILS @ 16" O.C. TO SIDE &TOP NAILER (SEE PLAN) ` 7/16" O.S.B. 2x4 SPF CONTINUOUS EA. SIDE BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d 2X BLK'G. NAILS. SEE DETAIL ABOVE TO O.S.B. W/ 2 - 8d 2x BUCKS SEE MS11 EA. END FOR MORE INFO EDGE VIEW WINDOW ORDOOR OPN'G F01 DET. CVN 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 EN 1' - 4' (1) (2) (1) (2) 4' - 9' (2) (3) (2) (2) 9' - 16' (3) (3) (2) (3) REFER TO WF03 OR WF04 - * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE W/ 11 - 10d NAILS 10d NAILS @ 8" O/C TYP. —� DOUBLE 2"x4" CRIPPLE STUD TYPICAL (U.N.O.)— 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 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER DOUBLE 2 X 12 #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER, (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2"x4" STUDS TYP. SIMPSON HTT16 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WALL HEADER DETAIL SCALE: 1/2" = 1'-0" TOP SPLICE DOUBLE 10d 2�yM/N NOTE: PLATE LENGTHS MUST BE �l AT LEAST 8'-0" LONG. TYPICAL 2 ROWS 10d @ 6" O/C BOTTOM SPLICE OVER STUD 17 TOP PLATE SPLICE DETAIL SCALE: 3/4" = 1'-0" SIMPSON SP2 TOP AND BOTTOM. TYP. @ EACH 2X CRIPPLES @ 16" O.C. (3) 16d COMMON NAILS(TYP) 7/16" OSB W/ 6d TIL—HEADER NAILS @ 16" O.C. VU (SEE PLAN) TO SIDE &TOP NAILER 2x W/ (2) 16d r2X4 TOE NAILS EACH o TYP. 011 7/16" O.S.B.END EA. SIDE SPF CONTINUOUS o 2X BLK'G. BLOCKING ATTACHED O.S.B. TO 7/16" OSB W/ (2) 8d W W/ 2 - 8d NAILS. SEE DETAIL ABOVE EA. END 7'-0" MAX EDGE VIEW WINDOW OR DOOR OPN'G wFn9 DET. @ ARCH WINDOW FRAMING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR —7 SHEATHING DETAILS / 2X4 SPF BLOCKING @ 48" O.C. MAX.w/ (2) 16d END NAILS EACH END l 2X4 BRACE@ 4'-0" ON CENTER —` TRUSSES (4) 12d NAILS - EA. END SCALE: 1/2" = 1'-0" 1/2" GAP R"INTERIOR SIMPSON HGMA 10 @ 4'-0" O.C. MAX. EXTERIOR 8" ICF WALL SEE ICF01 FOR MORE INFO 6�B14NON-BRG. EXT. CMU WALL 2"x TOP 2"x P.T. PLATE SCALE: 3/4" = V-0" SPACE 2 "x STUD @ 24" O.C. MAX. TYPICAL INTERIOR NON -BEARING SCALE: 3/4" = V-0" L 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 [ft] VERTICAL REINF. HORIZONTAL REINF. 8 #4 @ 16" 0-C MAX #4 @ 32" 0-C MAX KEG' NOTES 01 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 3❑ CORNER REINF. BARS TO BE INSTALLED PER ICF WALL MANUR SPECIFICATIONS ® HORIZONTAL REINF. ABOVE OPENING IS TO EXTEND A MINIMUM OF 24" PAST THE EDGE OF THE OPENING PROVIDE A TYPICAL 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) —RFF RFINFnRr:FMFNT CHART FOR REQ'D HORIZONTAL REINF. II II II II II II II II II II II II I II II II II II II II II II II II II 6 II II 4 SEE L-SHEETS FOR REQ'D HEADER INFO 5 3 2 7 AFF RFINFflRf:FMFNT 1 TYP ICF WALL SCALE: 1/2"=1'-O" CHART FOR REQ'D VERTICAL REINF. CF01 ICF REINFORCEMENT DETAIL SCALE: 3/4" = 1'-0" PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. U) UJI TRUSS ANCHOR (SEE PLAN) Z FIBERGLASS SHINGLES OR TILE Q ■_ ROOF - VERIFY W/ ELEVATIONS LOU ROOFING FELT Q G APA RATED STRUCTURAL a SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES Z PER ROOF NAILING SCHEDULE) W 0� � W yj OWG CEILING BOARD �M ML G 3/4 P.T. NAILER LY 1/2 DRYWALL METAL DRIP EDGE Q � � � i� � o a 2X SUBFASCIA = H CURTAIN NAILER 1 X 4 P.T. @ WINDOWS 1 X 8 a 4:� 0 P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT 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 MARBLE STOOL without the express written permission of keesee and associates, inc. ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL rL r N - Cp- B -- D • C CEMENTITIOUS B D® 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgl;ICF WALLS WOOD BAS Z CONIC SLA FTG. DOWEL #5 DIA. REBAR 7" IN _ ° c; (SEE FOUNDATIO v v FOOTING. EXTEND 25" (ACI 530) 0 8' 1 N PLAN FOR MORE ABOVE SLAB. ALL LOCATIONS SHOWN z a 2 0 w M d o'. � ON FOUNDATION PLAN INFORMATION) ° Z � I-- 6 X 610/10 0• #5 REBAR CONT. @ SLAB LEVEL W y M z v ° 0 W.W.M. v �cc N ¢ ui O F.F. TOP OF SLAB Z LL = Q ¢ �= a cv 40 LL III �5�`�ir—iii-II ;,. �::.::.�;:<� FINIS RA E z0, i w o �o�oo m NO�S�—����:'.," CDwg°= Z spa J c LLS t S• W0�LLfN to LU 16" SEE FOUNDATION NS01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" , SEE PL FOR RE BEAM- SEE PLAN FOR CONNECTION AND SIZE ----REMOVE INSULATION ICF BLOCK AT LOCATION - ENTIRE HEIGHT OF WALL BEAM n 96 WALL CONN. SCALE: N.T.S. ICF BLOCK z SEE PLA w w FOR REINF. ¢ � BEAM- SEE PLAN FOR CONNECTION REMOVE INSULATION AND SIZE AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN. SCALE: N.T.S. 811 REMOVE INSULATION ICF BLOCK / 8" AT LOCATION - ENTIRE HEIGHT OF SEE PLAN - WALL FOR REINF. \ BEAM- SEE PLAN FOR CONNECTION AND SIZE BEAM @ ANGLED WALL CONN. SCALE: N.T.S. rICF02BEM TO WALL CONNECTION SCALE: 3/4" = 1'-0' 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 responsiblllty 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 � O� 0 4-) Y W - ° m 00 m c o N Z t0 E o a l" w Q FA: TO ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16"X3" 12"O.C. 1 2x6 3/16"X3" 12"O.C. 2 2x8 3/16"X3" 12"O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IS USED, U5t I AVt;VN.>. SEE OTHER NOTE FOR SPACING REQUIRED. MS11 2X BUCK DETAIL SCALE: 1/2" = 1'-0" SIMPSON SP4 W/(6) -10d X 1 1/2 USP SPT4 W/(6) -10d X 1 1/2 STANDARD HOOKS W/25" MIN. SPLICE TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL ICF WALL 2" X 4" P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS SEE 8/D-6 FOR ADDITIONAL INFO FRAME (EXT./BRG./SH EAR) WALL SO TO MASONRY CONNECTION DETAIL SCALE: 1/2" = 1'-0" N 2X4 BOLTED TO BLOCKOUT W/ 1/2 L-BOLT @ 4' OC. ALT @ PERP. WALL SCALE: 1 1 /2"=1'-0" 3/4"x 8" A.T.R. EPDXIED IN FILLED CELL MIN. 6 3/4" EMBEDMENT — 0 0 0 00 0 0 0 ICF WALL SYSTEM SEE ICF02/D-2 FOR MORE INFO Con MARK O O O O NO' 1. 8" 2. GR 3/4"x 8" A.T.R. MIN. 6 3/4" EMBEDDED IN CONCRETE -SEE PLAN FOR BEAM SIZE USE SIMPSON MBHA W/ 5-1/2" BOLTS WHEN SKEWED W/ (18) -10d NAILS O #5 REINF. BAR ,p 1� 1" #5 STD. 900 HOOK SCALE:1"=1'-O" 20" MIN. L P #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE 25" MIN. LAP, -"—#5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE N W 1vu1 = t� W 4 o � J a .� z O c W G Y/ mN pW Q 0� a N 4:4 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. N•C•B•D•C Awxucaw ca B Do z W zC7 0:UJ h 0)ei �O E§z M�'° �x'y E2 w �dw m�z� ~ coS3z x* a(o,L Q o�z 05 OUNR Q o ``LL o a N Q z Ba O3 Z � LL.OHO¢ W W00 _ O gU00Z m- ��W OZyftp gggg# LU �0.z Py E� O G Q LL mp W 6 ai� U O5ga � w w Fr m�0 U ❑ p LLI �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 E 7 O ' z O '_ 0 n Q � 0 J W g M a� T1 U) z °CoO E w E v a w U MrsMSO BM WALL CONN40SO5 REBAR SPLICE DETAIL 0' ' "'' UPLIFT CAPACITY - SCALE: 3/4" = 1'-0" 0 SCALE: 1/2" = 1'-0" Sheet: Of: MBHA 34751bs. L-1 9 a LINTEL PLAN PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) Z SIMPSON SP2 TOP FIBERGLASS SHINGLES OR TILE Q AND BOTTOM. TYP. ROOF - VERIFY W/ ELEVATIONS . NOTE: MAY CUTBACK 2x8 @ EACH 2X CRIPPLES �� (3) 16d COMMON ROOFING FELT Q y � P.T. @ TOP TO ALLOW CONT. @ 16 O.C. NAILS(TYP) APA RATED STRUCTURAL 4 a ICF WALL 2x4 BLOCKING AROUND CURVE. SHEATHING (SEE STRUCTURAL -' SEE PLAN MIN. 2 TAPCON ANCHORS TO 2x8 r NOTES FASTENED TO TRUSSES 0 Q ] .� Z _, MIN 7/16" APA-RATED STRUCTURAL SH, THING PER ROOF NAILING SCHEDULE) �„�V v g 0 � ATTACHED PER NAILING HEADER SCHEDULE CEILING BOARD o a Q V) n W 0 2x8 W/ (2) 16d LOCATION� %<, 3/4" P.T. NAILER Q W TOE NAILS EACH END �j�/ �% VARIES W/ METAL DRIP EDGE d " LL �, / ROOF SLOPE 1/2 DRYWALL Oil 6,6 7/16" OSB W/ 6d e% 7/16" OSB W/ 6d PLYWOOD ° a 2X SUBFASCIA = vi �' a NAILS @ 16" O.C. HEADER NAILS @ 16" O.C. ROOFING CURTAIN NAILER 1 X 4 n a n n W LINTEL TO SIDE & TOP NAILER (SEE PLAN) TO SIDE &TOP NAILER 2X4 CONT. W/ P.T. @WINDOWS 1 X $ g g v (SEE PLAN) 2x W/ (2) 16d 2 STORY WALL 2 16d COMMONS P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT IRA TOE NAILS EACH SEE PLAN FOR ( ) O.S.B. 2x4 SPF CONTINUOUS END TYP. SIZE AND SPACING NAILS EACH STUD TYP. j7/16" EA. SIDE BLOCKING ATTACHED 7/16" O.S.B. T&B TO 7/16" OSB W/ (2) 8d EA. SIDE 2x4 SPF CONTINUOUS Copyright 2005 by keesee and associates, Inc 2X BLK'G. NAILS. SEE DETAIL ABOVE BLOCKING ATTACHED 945 South orange Blossom Trail, Apopka, TO O.S.B. 2X BLK'G. TO 7/16" OSB W/ (2) 8d Florida 32, drawings, All rights reserved. The plans, W/ 2 - 8d 2x BUCKS SEE MS11 TO O.S.B. elevations, drawings, illustrations, and other materials EA. END FOR MORE INFO / NAILS. SEE DETAIL ABOVE contained within this set are the property o W 2 - 8d keesee and associates, inc and may not be EDGE VIEW EA. END 7'-0" MAX reproduced either in part or wholly in any manner MARBLE STOOL without the express written permission of EDGE VIEW WINDOW OR TRUSS OR ROOF SYSTEM keesee and associates, Inc. WINDOW ORDOOR OPN'G DOOR OPN'G ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL N• CHD • C 9F01DET. ARCH WINDOW FRAMING DET. C� ARCH WINDOW FRAMING LD02 SHEAR TRAN L A CEMENTITIOUS D. 1 X 4 P.T. BAS ICF SCALE: 3/16" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" - DECORATIVE FINISH NAILER xgI;ICF WALLS f, WOOD BAS z ^g CONC SLA FTG. DOWEL #5 DIA. REBAR 7" IN W M FOOTING. EXTEND 25" (ACI 530) a 3 0 R ti co 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) (SEE FOUNDATIO § Z N M PLAN FOR MORE v ABOVE SLAB. ALL LOCATIONS SHOWN Z> 9 'M � o m INFORMATION) ON FOUNDATION PLAN o o LL a z 6 X 6 10/10 p. #5 REBAR CONT. @ SLAB LEVEL W Z y 0 o o 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 STRUCTURAL NOTES AND NAILING SCHEDULE FOR (4) 12d NAILS SHEATHING DETAILS EA. END 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 1211 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 2"x4" STUDS TYP. SIMPSON HGMA 10 @ 1/2" GAP ----- 4'-0" O.C. MAX. SIMPSON HTT16 W/ (18) o• 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. EXTERIOR INTERIOR OR 8 1 2" AT GARAGE ° W.W.M.5 a\^�-� a N F.F. TOP OF SLAB W Q a, C7 O E N z z 0 z_ 3 CV LL = .0 1i 10 =I I I_ I I I ;III —III —III —I I•:...:. ' �'31RADE ll IN z "y w � -II W 0 m ❑ o i � o� 16" SEE FOUNDATION S01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" VARIES 'SEE PLAN SEE PLAN BEAM- SEE PLAN FOR REINF. FOR CONNECTION AND SIZE 1548 Seminola Blvd Ste 141 REMOVE INSULATION Casselberry, fl 32707-3648 ICF BLOCK AT LOCATION- www.habitatseminole.org ENTIRE HEIGHT OF WALL N� o BEAMna1 96 WALL CONN. * *HOLD DOWN CONNECTIONS STEP DOWN NOT REQUIRED @ BEARING P.T. BOT. PLATE 8" ICF WALL SCALE: N.T.S. January 27, 2010 WALLS WITHOUT UPLIFT SEE ICF01 FOR MORE SEE REINFORCEMENT INFO WF09 WALL HEADER DETAIL TB14 NON -BRIG. EXT. CMU WALL SCALE: 1/2" = V-0" SCALE: 3/4" = 1'- TOP SPLICE " 2"x TOP PLATE 1/4" MIN. SPACE 3:• DOUBLE 10d . 2QpM/N • 2 ROWS — 2 "x STUD @ 10d @ 6' o/c 24" O.C. MAX. 2"x P.T. PLATE ICF WALL REINFORCEMENT CHART: 11OMPH EXP. B [6" CORE WALL] HEIGHT, ft H VERTICAL REINF. HORIZONTAL REINF. 8 #4 @ 32 O-C MAX #4 @ 32 0-C MAX KEY 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 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 ❑5 PROVIDE A TYPICAL MINIMUM COVER OF 1 1/2" FOR REINF, IN WALL SYSTEMS © REFER TO THE L-1 SHEET FOR Ill VERTICAL REINF. ABOVE OPENINGS (IF Ill ❑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 CHART FOR REQ D HORIZONTAL REINF. 4 SEE i SHEET FOR REQ'D HEADER INFO 5 3 2 7 SEE REINFORCEMENT ICF BLOCK 1 BASE PLAN REV. 07-00328 2 z 3 SEE PLAN 4 FOR REINF. a LU 5 BEAM -SEE PLAN FOR CONNECTION AND SIZE BUILDER NOTICE. REMOVE INSULATION AT LOCATION- Its Is the Intent of the designer that these plans ENTIRE HEIGHT OF are accurate and are clear enough for the licensed WALL 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 BEAM TO WALL CO N N documents before construction begins and any and all corrections if needed to be made, before any ■ work Is done SCALE: N.T.S. 8,REMOVE INSULATION E ICF BLOCK 8" AT LOCATION- z' ENTIRE HEIGHT OF o SEE PLAN WALL a - FOR REINF. m J,s BEAM- SEE PLAN W r FOR CONNECTION M o m y AND SIZE z Q m PLATE LENGTHS MUST BE BOTTOM SPLICE CHART FOR REQ'D m 90v OVER STUD TYP ICF WALL VERTICAL REINF. a w ¢ AT LEAST 8'-0" LONG. TYPICAL SCALE: 1/2"=1'-0" BEAM @ ANGLED WALL CON N e TYPICAL INTERIOR 0 w SCALE: N.T.S. r17 TOP PLATE SPLICE DETAIL rWF18 NON -BEARING ghee 0f: SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'.°" I 1 F R FO R E N TAIL rICFO� BEAM TO WALL CONNECTION D-2 9 SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-0" DETAILS