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HomeMy WebLinkAbout1831 Merthie Dr 10-685 (new sfh) (a)TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA a = CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES CODES: 2007 FLORIDA RESIDENTIAL BUILDING CODE WITH 2O09 SUPPLEMENT, NFPA 70A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) ■jd J Q BUILDING COD - E REQUIREMENTS FOR REINFORCED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED Q ED CONCRETE (ACI 318-05) f. SECTION R320 PROTECTION AGAINST TERMITES SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS 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 (ACI 301-05) ■_ Z 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO ANCHORS. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) In 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 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 0 m N 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 y v W 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 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 Q W 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 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 LIVE LOADS: ROOF 20 PSF (REDUCIBLE) 'p a"!. d LL BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN OF BEAMS. DEAD LOAD. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF 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 BALCONIES 60 PSF = ai FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." CORNER BARS WITH A 2'-0" LAP PROVIDED THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. STAIRS 40 PSF n n W 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 v 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 NOTE: FORM. FOLLOWING DESIGN LOADS: 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 ! 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 32703. All rights reserved. The plans, BUILDING DEPARTMENT. REINFORCING STEEL GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING elevations, drawings, Illustrations, and other materials PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, contained within this set are the property of 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 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 keesee and associates, Inc and may not be 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 REINFORCING BARS ASTM A615-40 40,000 PSI reproduced either in part or wholly in any manner PREVENT INSECT INFESTATION. BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A ALL STIRRUPS AND TIES ASTM A615 40 40,000 PSI without the express written permission of 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 N • C • a • D • c OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 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 FILLED CELL REINFORCING: CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTIONB if " 36 DIA. OR 2'-0 MIN. ` TEMPERATURE REINFORCING: 40 DIA. OR 2'4" MIN. WELDED WIRE MESH: 20 DIA. OR 1'-0" MIN. RADON GAS 8„ LAP STEEL: ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N•0 ` STEEL: SHOP AND FIELD WELDS: E70XX ELECTRODES WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 OF THE 2007 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. MASONRY WALL CONST. ^ CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I.. THEREFORE, UPLIFT CONNECTORS WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.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, o NO. 2 SOUTHERN YELLOW PINE (19% M.C.) z ro 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) it w o r+ COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI) AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS w z cv m N FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) c c� c m a 1-+ � 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING z >_ - N 1:� to WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB o e �' Lo W m 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS o I-- VERSA LAM BEAM Fb = 2900 PSI (2.OE)o EAGGREGATE SIZE OF 3/$" AND A MINIMUM COMPRESSIVE STRENGTH OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. WOOD COLS. PARALLAM 2.0E U.N.O. W $ y° ����` ' I r� l (O 1 �V AT 28 DAYS OF 3000 PSI SLUMP 8 TO 11". PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF o w O p �( 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS THESE WALLS. W r N WITH THE CELLS FILLED WITH COARSE GROUT. � � a G7 DESIGN LOADS: SHINGLE ROOF: o _ Q o !A5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND TOP CHORD LIVE LOAD: 20 PSF Q 0 o E � N R A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. in W0. z o N d Abv. Above F.PI. Fireplace Ref. Refrigerator REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY FIELD REPAIR NOTES TOP CHORD DEAD LOAD: 7 PSF o o o o a o A/C Air Conditioner R. Foot /Feet Req'd. Required CELL TYPICAL UNLESS OTHERWISE NOTED. Z d Q, w - m z m Adj. 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 WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF z o w d 00 0 Z. zW Z A.F.F. Above Finished Floor FX Fixed Rnd. Round DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON TRUSSES: 37 PSF T a o F ! � 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS z O `�m a -' A.W.U. Air Handler Unit Galy. Galvanized R/SH Rod and Shelf RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF 00 o w v; � E METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW o w w ALT. Alternate G.C. General Contractor SD. Smoke Detector STEPS. (NON -CONCURRENT) GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS 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 m o' El of B.F. Bifold Door G.T. Girder Truss THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN W u,"N Sh. Shelves � � W Bk Sh Book Shelf Hdr. Header SHT Sheet BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING @„ Bm. Beam Hgt. Height S.L. Side Lights (SIMPSON "SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS. A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED DEAD LOAD. BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir WOOD CONSTRUCTION FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR ,. B.P. Bypass door Int. Interior Sq. Square TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF Brig. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NOS "NATIONAL DESIGN MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL VALUE: SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS Cir. Circle K.S. Knee Space Temp. Tempered SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION. WAY DURING BOND BEAM POUR. IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY Clg. Ceiling Laun. Laundry Thik'n. Thicken 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE loft* t%,*, Col. Column Lay. Lavatory T.O.B. Top of Block MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE END BRACING ) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER CONT. TO FOOTING) COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY Comp. A/C Compressor L.F. Linear R. T.Q.M. Top of Masonry 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE , 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ASTM -1557 (MODIFIED PROCTOR)y, ro,w C.T. .Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/a" X 21/a" , i =; D Der Mas. Mason 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN TITENS TO MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS gti � ►Y Masonry Trans. Transom Window THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION Dec. Decorative Max Maximum Typ. Typical SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). 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 CODE Dia. Diameter Micro. Microwave VB Vanity Base FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED Disp. Disposal Min Minimum Vert. Vertical STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN RESIDENTIAL SECTION R301.1 & R301.2 Dist. Distance M.L. Microlam V.L. Versalam 3 IN A ROW, IF GIRDER TRUSS CONNECTIONS ARE MISSED CONTACT AND ASCE 7-05 D.S. Drawer Stack Mir. Mirror VTR Vent through Roof ENGINEER OF RECORD FOR SUBSTITUTION, D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With GUTTER REQUIREMENTS IBUILOING OATA Ea. Each Opn'g. Opening W/C Water closet 1548 Seminola Blvd Ste 141 E.W. Each Way Opt. Optional W.A. Wedge Anchor 1. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS CaSSelberry, fI 327�7-3648 ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS WIND LOADS BASED ON FBC LU Elec. Electrical Pc. Piece Wd Wood MEAN ROOF 15 FT. HIGH ,SECTION CHAPTER 16 &ASCE 7-05 Elev. Elevation Ped. Pedestal Wp Water Proof WIND SPEED 110 MPH (3 SEC. GUST) www.habitatseminole.org Exterior P.L. Parallam TYPICAL FOR SINGLE STORY HOMES g Exp. Expansion PLF Pounds per linear foot WIND IMPORTANCE FACTOR - (Iw) ( CATEGORY II WIND EXPOSURE - "B" (FBC BC CHAPTER 16) 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 Fir. Floor P.T. Pressure Treated THIS DRAWING AND DESIGN IS VALID DESIGN WIND PRESSURE: January 14, 2010 Fdn. Foundation Pwd. Powder Room FOR 12 MONTHS AFTER THE DATE IT (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) IS SIGNED AND SEALED OR WHILE # END ZONE IS ONLY WITHIN 5'-0" CURRENT CODE IS VALID OF ALL EXTERIOR BUILDING CORNERS 1i BASE PLAN REV. 07 00328 RrEV I S I ONS FOR WINDOWS & DOORS SEE FLOOR PLAN 2 1-14-10 ATC KA/mk 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 mo�wi.,, j�� }'� III �w t �/ BUILDER NOTICE: VHEE 1 NO• ORAW (NG SWr=r= 1 (ND ` 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 is done M 5 ELECTRICAL PLANJwk 0 ' I 6 WATERPROOFING DETAIL t.k"a E O l O UD � O c0 D-1 DETAILS Z .0 O O o - > D-2 DETAILSnrry m 'a7 hi a ri L-1 LINTEL PLAN $ p m - E IN m m H P c Hto z L:i z o E� „ Q 4) E FL Cw 4 !� 4 WWW.habitatseinole.or o • U: Sheet: Of: 10 PLAN 1052 3BR I STRUCTURAL NOTES I i w.... .. ..... .....�._. ,....,..unw:rN ............. ,.._i ypeN..».n ...,, .......,.tiva..,..vwaA+gkY6MNu��PiWtlWmnuene.�...,�.... ....-. .....aw... w6.ew.:,.--. _... _ _.._..:.-.:,: ...........--..._.- ......_._ "'.nw.wN.:rwxe�whermuemw.m+mNX�". w� 4" SLAB CURB W/ 145 CONT. W.W.M. 8l' (VERIFY) 4" SLAB 0'0' F.IF. F.F 4" SLAB F.F. q VARIES - - — • L � .. ',r--ter- -•,_ - - -. • , r oo GRADE r , I z 16" X 20" MONO � FTG W/ 2 #5 :;1,; r':;l,; r L2# 5 REBAR \.4v $ REBAR CONT 16" 16" MIN LAP 25" SINGLE STORY FTG 0A\V SECTION Ca)GARAGE THICKENED EDGE BEARING " _ 1'0" C.M.U. WALL SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" EXTEND SLAB SEE FND. PLN 1-1/2" BEYOND FOR STEP DOWN 4" SLAB 16" X 20" MONO LOCK FACE HGT (TYP 4") F.F. FTG W/ 3 #5 F.F. - - — - - REBAR CONT F.F. PORCH FIN. FLR. �.,_� -. _._ _ MIN LAP 25" •. I �• I r ��• •. -------------- 2-#5 REBAR 2- #5 REBAR 1/2" EXP, JOINT k41 it -Oil PORCH STEP DOWN C� THICKENED EDGE (� EXT DOOR SILL BEARING SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" 4" X 8" X 16" CMU POST & POST TILE SILL BY SIMPSON ABU66 w/ VARIES SEE z TILE CONTRACTOR (12) 16d NAILS TO POS FOUNDATION PLAN a (RAISED OR FLUSH) F.F. AND 5/8"x18" LONG A. 3. w 4"SLAB HOOK BELOW FTG. REI-17Cn F.F. REINF. SEE -`` PLAN CONC. PADw/ ,�' ,5 '_ _�� �, REBARS EA. WAY 4• �: ;, ;r ,' • PER INFO ON FOUND. PLAN SEE FOUNDATION FOR 2 # 5 REBAR -ISIZE &REQUIRED REBA Q STEP DOWN NON BRG. COLUMN PAD DETAILS v SCALE: 1/2" =1'0" 9 SECTION @ SHOWER 7 NO SCALE SCALE: N.T.S. PROVIDE 1 1/2" RECESS AT SGD EXTEND SLAB r,�#�5 CONT REINF. LOCATION 8" WIDE 1-1/2" BEYOND 2 #5 BENT (BARS W/ SEE FND. FOR WALL FACE MIN. 25" LAP SP IC QUANTITY MIN. 8" OR SE PLAN X 25" X 25" 0'0" FIN. FLR. 16" MAX STEP • ; n' SEC. CORNER BAR ONE FOR EA. HORIZ. REBAR TYP. U.N.O. ONT SEE TY ' SEC. •.' ' rr' r ,•r • • .' • I " 1/2' EXP. JT. 2 #5 CONTM TYP. CORNER BAR S.G.D. SILL DETAIL TYP. STEP FTG. DETAIL PLAN DETAIL ww g SCALE:1/2"=1'-O" '1 BEARING SCALE: 1/2" = 1'0" SCALE:1/2"=1'-0" W.W.M. PLACED IN 1/8" SAWCUT x 1/, UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ;.:�... .,.; .. SEE �::i �;� •w7 ;wy."„;• :r''' PLAN 1 CONT ROL JOINT DETAIL LSCALE.1/2 -1-0 2' HAW BOX PLUMBING RISER N.T.S. 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/ 6X610/10 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. 0 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. NOTE: Licensed Plumber to verify and has the authority to change as needed to comply with the current code. TO SANITARY SEWER 12'-0" 7'-2" 40'-0" 2pOr_On 15'-4" FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ube] F2.5 2'-6" X 29-6" 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 51-0" 1''4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 5,-6„ WINDOW WINDOW OPN'G I r ---------- ------------------------- t -------------- OPN'G --- 1 I : I 12'-7" 15'-5" I , I VERIFY LOCATION I I I I OF A/C COMP. IN FIELD W/BUILDER i HVAC 11 Irr 1 CHASE ,J- _ r r — -1 Izo I I 21,$11 V-411 C.J. _ ' _ -�-- - - - — - - — - - — - -- NOTICE TO PLUMBER: 3 I VERIFY ICF BLOCK SIZE WITH BUILDER I I LV �• - ro op T $ Zi AND ADJUST AS NEEDED THIS PLAN , _ _ ___ _ _ 1 HOSE M 3 0; WAS DESIGNED FOR ICF 4" CORE WITH �- BIBB TOTAL WIDTH OF 9.25" V.T.W--I i I TUB/SHOWER c� I + 1 , I I 1 I I , L J I L I r------------- --------- LJ -\ I I r 1 I I IW/C i�IZ HOS BIBB I I I I I cS l,o I-s =JJ 1 W/C I 00 I 00 ' 0 I LO 10'-6" 1'-6" (^LV WH I 6 L — — — — — — — — — — _ P_ '(a+ I ' \�OWEP� 4 3=_ — ] - - - -C.J.-�- --- - - - --�-- I � M l l I 3 - - -�- IZ a 3'-6" I 8'-6" 11'-11L 3'-8" 10'-7" V-811 2„ i3 0 �?# I IZ I ' I 0 ZI g I I 3 i d I poi Q DOUBLE I I SINK z I I _ _ F3.0 0 rr -1 f 1, 0 a iv I I I o u o Ill 0W0 I ti L-------�—��—`a — JT------------- i > > IWI ' I IJrI v WINDOW i W v I I , -1 z 13 P. I I _ _ I C.J. _ _ _ —~ > 12'-0" - - - 4,-0" 6,,411 �I i i � 17'-8" 4 , 0191 i I I I I Lo I I 0) v 3 I WINDOW OPN'G � I , ------ - -- - -I-------i- N -, a F3.0 - F3.0 12'-3" L10'-91, 6'-0" Wl 12'-0" _ 11'-0" _ 17'-0" _ 40'-0" TYP. 0 CORNERS 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 p T.-e' 11 B D® d^g 2NZZ �SzLC MN.i D za(nLb LLJ a!6 -I U) Q� � LL ¢ Y %z a� � 2olro O� O Q YW� C'3 z O z EN C-I Zizon m Q ,yjN1i 0 !"'I awv� LLJ LLJ E m.�-IO oDZ m zw z cl�Q J C QOLL LLJ m oo .IOW LO G) El W :3 M 0 FV of 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 BASE PLAN REV. 07-00328 2 1-14-10 ATC KA/mk 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 t0 o Q 0 yJ $ 2 /y� W 07 m � p M c ° d ' y z La C) _ O ++ E d M U c I•�� Sheet: Of: 2 10 F-OUNIDo4T ION f'Ly4N SCALE = 1/4" = 1'-0" FOUNDATION PLAN I 1/4" PL. GLS. MIRROR o 0 BACKSPLASFN U 25 d J N piJ N N Q Q Q SOON mom SON 0010 ■■■ ■■i■■IwIIINwIwwl��lll�� iii■■■■■■ No No ■ mass No 0 0 1 BATHROOM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® 'I'2�-•8 / -29.1 MARK COLUMN SIZE (BASE) CONN, t FASTENER UPLIFT(Lb) © +20.8 / -22.6 O +20.8 / -27.2 C1 (3) 2X4 #2 SPF (6) 16d TOENAILS 0 Q +19.5 / -21,3 Q +19.5 / -24.6 C2 (3) 2X4 #2 SPF LTT206 W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 QSEE COVER 0 SEE COVER G3 (3) 2X4 #2 SYP (6) 16d TOENAILS p BEAM SCHEDULE C4 (3) 2X4 #2 SYP LTT20B W/ 1/2" WEDGE ANCHOR* & (10) 16d NAILS 1740 MARK 14EADER SIZE REMARKS C5 (2) 2X6 #2 SPF (6) 16d TOENAILS 0 BM W� 1/2" FLITCH PLATE C6 (2) 2X6 #2 SPF LTT20B W/ ANCHOR* & (10'WEDGE ) 16d NAILS 1740 C-) (2) 2X6 #2 SYP (6) 16d TOENAILS 0 I„I (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE G8 (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. CIO 6X6 P.T. #2 SYP POST ABU66 W/ 5/8" ATR** & (12) 16d NAILS 2300 G11 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 HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. C12 3.5X5.25 P.L. 2.OE Fb=2900 WOLMANIZED IF EXT. PHD5-SDS3 W/ 5/8" ATR** & (14) 1/4"X3" SDS WOOD SCREWS 4685 G13 3.5X7 P.L. 2.0E Fb=2900 (WOLMANIZED IF EXT.) PHD6-SDS3 W/ 7/8" ATR*** & (18) 1/4"X3" SDS WOOD SCREWS 5860 P•I (2) -13/4" X 11 7/8 LVL 2.0E Fb=2950 CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON 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 12'-O" x OP O CN M N (9 V.T. W w I �r 'I^ III r� I II p III W II — J ILL =JJ Q HOS UTILITY bO BIBB 8'-0" CLG. AFF I �' op CONC. SLAB CFO I ELECTRICAL D2 I PANEL 3068 I bo ICI 11 ■1� L RANGE/HOOD O O KITCHEN 40'-0" 7'-2" O25 SH EGRESS 10'-2" 28'-0" 15'-4" !:9:m 0 EGRESS CARPET 3068 AinR/SH TA M 00 L3 TUB/SHOWER �� i'i , CARPET c rl V2- " 76 X-6-110' 2" ATTIC �___-- ACCESS -, a iv i i 5ATH 7' 10" 2'-4" i i `--- CO / e 2668 z00 N R SH u7 N II II NOD J— ---- — ----------3' 6"8'-6" �'� RE . I O KITCHEN 8'-0" CLG. VINYL s III e 2 R � II ODOUBLE per' II II III ZD CAR PORT II SINK z /W CxRE4T ROOM I I I I ---- ---i ro-lro-] �i----�---- 8'-0" CLG. AFF 23 SH P 12'-0" 4'-0" I I I� /D 00 /\ D Q III T M `° COV. PORCH ,-�O rn I l I II 8'-0" CLG. AFF I,I II BM II I III ' s ICFO I OP I Ill D2 I I II—;-- -------------------- N ---_ — ———_ —— — _-------------=—ll 12'-3" 10'-9" 12'-0" 40'-0" 8'-0" CLG. �4 CARPET � - Q.T. - - - - --- TYP. OF (4) 16'-4" ODBL 25 SH 17'-0" .9 Y y r, V W Q � z F : S V+ s (+ J � N • � J a � z Q ._ � W ---nm--, 0 ■ G I IIIII I IIIII I IIIII I I I V' a In O ya J V) �•/ YI Mi ` W Yr ti c BACKSPLASH -Jz a M M W I uYl I IIYI I I ¢ M M N L I IIYI I IIYI I l n Q C.� f/ji I uYl T � I IIYI I M W s En � 1� tt ti ti W F�wu—i ♦ m � LIAO HOSE BIBB O Q 41 - bo N v x U) LO N (D 09 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. INTERIOR ELEVATIONS N C B D-C A 0 TO SCALE: 3/8" =1'-O" D® GENERAL NOTES: 1 "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 3/s" 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 calling 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 Are 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 alann 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 1/24nch(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 2x4 FRAME WALL 8" ICFWall 8'-0" HIGH AREA CALCULATIONS LIVING AREA 1052 PORCH / CARPORT 318 UTILITY 96 TOTAL UNDER ROOF 1466 S.F. FLOOR PLAN SCALE = 1/4" = 1'-0" Z� W Z� Q�Zgz N�00 p� p Z >- 2 (n M N n NJ 0 0 w d LO r J w—Z U �F�F U. U) o §� g � a o u 5; ¢ O ~ \ N It± Z p V) Z y�¢ - � UJIwoos LL w Z� 80: w in8,Z m w ?so Z_ cl;� Q C a ° �� C5 0—M $ w Q ° 0 �'�W U LU moo to ❑ Qo UJ FO� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 BASE PLAN REV. 07-00328 2 1-14-10 ATC KA/mk 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 clariflcatlon, 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 z_ o o 0p 0 m m m o M ui a O E i `a T-I w :� � E V EXTERIOR NOTES _..___-...._L.. I�._... GENERAL NOTES: .. � HIP ROOF PLAN NTS 2'-0" OVERHANG 7-0-0 TYP. A U.N.O. Ln � U U U M. TO ` CONC a I�- 5-0-0 V TYP. U.N.O. A O U —`+ TYP. 0 FRONT B07 ENTRY FRAME 605/ X2<B� TYP. 0 HIP JACK 0 FRAME I:'M Ln U U U CJ3 A ERA 23-0-0 CONNECTOR SCHEDULE ROOF FRAMING NOTES MARK SIMPSON CONNECTOR W/ PASTENERS TYPE 8PF SYP TILE ROOFING SYSTEM (SIZE ARCH.) OVER MIN. 1/2" CDX (4 PLY) PLYWOOD 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. ROOF SLOPE O HETA16 W/ (9) -10d X 1 1/2" HETA20 W/ (9) -10d X 1 1/2" FRAME TO CONCRETE 1810 1810 O H2.5A W/ (10) - 8d NAILS FRAME TO FRAME 535 600 FRAME O H10 W/ (16) - 8d X 1 1/2" TO FRAME 850 990 O MTS12 W/ (14) -10d X 1 1/2" FRAME TO FRAME 860 1000 O MGT W/ (22) -10d NAILS & 5/8" ATR W/ 5" EMBEDMENT FRAME TO 3140 3140 W SIMPSON "SET" EPDXY CONCRETE O HTS-20 W/ (24) -10d X 1 1/2" FRAME TO 1245 1450 FRAME O HGT-2 W/ (16) -10d W/ 5" EMBED (2) 5/8" DIA. BOLTS FRAME TO CONCRETE 6280 6280 A- — - — O FGTR* W/ (18)-SDS 1/4" X 3 FRAME TO CONCRETE 5000 5000 I � 0 m LL 0 Oj (2) HETA16 / (2) HETA20 1 PLY W/ (12}10d X 1 1/2" FRAME TO 2035 2035 2 PLY W 14 -16d X 1 1 2" CONCRETE 2500 2500 0 ~ FRAME O (2) LGT-2 W/ (32)-16d SINKERS (14) 1/4" X 2 1/4" TITENS TO CONCRETE 3700 4300 _ FIN.FLR _ SIMPSON HU410 OR HUC410 BEAM O (MAX) W/ (18) 16d & (10) 10d TO 1810 NAILS BEAM O SIMPSON HU410 OR HUC410 W/ (18) TITEN 1/4"X 1 3/4" BEAM TO 1085 & (101-10d NAILS CONCRETE U.N.O28-0-0 F� N M. TO TYP. 0 FRONT C ENTRY FRAME -A01 A02 A03- U62 1 EJ 7 TYP. A U.N.O. TYP. A U.N.O. CA A TYP. U.N.O. 17-0-0 HIS' TRUSS LAYOUT SCALE: 1/4" = 1'-0" Simpson LISP Truss Hangers E uivilent Label (Qty.) Symbol Label HTU26 (0) ^J L THA29 (0) eJ L MSH29 HUS26 (0) °'J L HUS26 HUS28 (0) °� L HUS28 HHUS26-2 (0) D7 L THD26.2 HHUS28.2 (0) % L THD28-2 HHUS46 (0) °� L THD46 HHUS48 -(0)— 04u L THD48 HGUS26-2 (0) E1J L THDH26-2 HGUS28.2 (0) % L THDH28-2 HGUS210-2 (0) E3 L THDH210-2 HGUS28-3 (0)— E4J L THDH28-3 HGUS210-3 (0) EB L THDH210.3 HGUS5.5/12 (0) Esl L THDH612 HGUS5.5/14 (0) E7 L THDH614 HGUS48 (0) Et L THDH48 HGUS410 (0) E% L THDH410 MIT416 (0) FJ L TFI416 LSU26 (0) QJ L TMU26 LSSU28 -(0)— HJ L LSSH28 SUL26 (0) JLv a SKH26L SUR26 (0) a`R SKH26R SUL210 (0) KL/� SKH210L SUR210 (01 KR SKH210R SUL410 — LJL SKH410L SUR410 (0) p`LR SKH41OR SUL414 (0) SKH414L SUR414 (0) _,MR SKH414R HUS48 �)— "y L HUS48 HUSC410 -(0) N2L J HUSC410 THJA26 (o) Pi a HJHC26 THA422 (0) Qy L MSH422 THAC422(0)— Q2L J MSH4221F THA426 (0) R1 L MSH426 THAC426 (0) R2L J MSHC426 2X4 con . band s Trusses held beck 1/2" 0 frame walls or 1" concrete walls. FLOOR TRUSS END DETAIL 6.0 lr Plumb cut overhangs ..� 3.0 12 1.A" ROOF TRUSS END DETAIL T bo 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. 41 R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. FORMULA =FRBC tec R806.2 R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame constructiorf`*-)heasures shall be taken to prevent bonding between the S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) cement plaster arl, a water resistive barrier. A bond break shall be provided between the wat4,''riiiistive barrier and the cement plaster (stucco) consisting * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH of one of the follor(i g: REQUIREMENT 1. Two layers of ai`Ipproved water resistant barrier material complying with ;fiction R703.2, or 2. One layer of ari i R703.2 over ark. *( proved water resistant barrier complying with Section pproved plastic house wrap, or 1,466 TOTAL S.F. 351.84 SQ, INCHES OF 3- 4ft Off Ridge 3. Other approved Methods or materials applied in accordance with the ROOF VENTILATION REQUIRE Venus Required manufacturer's'%stallation instructions. 12 4 ci W Q Z ROOF CRITERIA -24" OVERHANG U.N.O. -PLUMB CUT FASCIA Q y J -ROOF PITCH PER ELEVATION W -SHINGLE LOADING 0 0 z aQ 0 00 t° 0 El- 25SH 25 SH FIN. FL _ 12 4 3 0 a O z U.m LL 3 0 0 a m EL 0 F- H H FIN.FLR 25 SH C- - - Y v O m LL 0 a 0 - - FIN.FLR _ __L I_ 0 LEM FEAR ELEVATION I iz SCALE 1/4" = 1'-0" j�u�r� oA W �Nrn Fr- Lot°z finn T lO FIN_FLR 3068 DR RIGHT ELEVATION I wwww.. SCALE 1/4" = 1'-0" 12 0 00 co a 0 F_ FIN.FLR LEFT ELEVATION SCALE 1/4" = 1'-0" 12 0 Z_ Y O CQ m oQ a 00 0 EIEI�11 a O O 1..-, DBL 25 SH _ _ FIN. FLR_ FRONT ELEVATION SCALE 1/4" = 1'-0" 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org � ICI January 14, 2010 Y U 1 BASE PLAN REV. 07-00328 m 0 2 1-14-10 ATC KA/mk 0- 3 4 5 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 clarlflcatlon, 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 7-c—a. Mo z O o = G '" m m m � o M z III a o E a w U 1V LU 0011111111111111 (0 HOSE BIBB ELECTRICAL PLAN. 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 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 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.G. 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/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH %/� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -(�- CEILING FIXTURE n L1 In Ll n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110:VOLT DUPLEX OUTLET 11QVOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 2 I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET DISP o DISPOSAL T.V. CABLE OUTLET LD DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET Fs P PREWIRE SPEAKER ® RECESSED LIGHTING Pi JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING -{�- BATH FAN W/ LIGHT PC] INTERCOM SYSTEM ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE SAME AS UNDERGROUND 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMNI. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR �F—A/C DISCONNECT UNDERGROUND 200 AMP SERVICE # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM Eil # 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. O J J 4C Z ♦� V � ull Q O ISM v W W N IM OIL Mmt Q UJ 4 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, !no. B D. z_ OWZ F�aZ M � Z 4 K N M (0 N �J4152 W a-1 rn �dILCO) a 22 � 18No co z xk Wp�4 ° -&Po �v O 0 a < o 2LL0 d (y � z Z m ENa N rl 3 T4 r'I woZnu 2 W O c'+p m 00 Z � m r W W z J C Xn.'5F Od C Q —� 0 W F_9 0 W LL El 0 W pW '� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 1 BASE PLAN REV. 07-00328 2 1 1-14,10 ATC KA/mk 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 M C) .0 0 0 ` m � J m m O o c E IN Z 2 0 0 E N 0�� = o o a Tq w U ¢ o 7�7 SCALE = 1/4" = 1'-0" ELECTRICAL PLAN ALLY FASTEN AS FOLD UP WEATHER Y IN CORNERS THROUGHRESISTIVE BARRIER & WEATHER RESISTIVEFLASHING n T REQUIRE1 S ERED FLASHING TEMPORARILY SECURE FEE HER � BARRIER DOOR ROUGH OPENING WINDOW UNIT THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Y 1EN 1 TIVE ' � , R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall BARRIER TAPE �' EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 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' BY LAPPING wall envelope shall include flashing as described in Section R703.8. The exterior OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6IN. UP JAMB61USELIQUID (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING P R O D U CT DETAILS Wall envelope shall be designed and constructed in such a manner as to prevent (ASSEMBLED WINDOW) OR WEATHER PROOF CAULKING the accumulation of water within the wall assembly by providing a water -resistive WEATHER SELF -ADHERED FLASHING EXTERIOR TWO LAYERS OF FELT OR ORi LAYER OF HOUSE WRAP AND barrier behind the exterior veneer as required by Section R703.2. All exterior RESISITIVE CEMT. FIN. ONE LAYER OF FELT ARE REQUI�iED BEHIND STUCCO. FBC R703.2.1 finishes shall be applied in accordance with the manufacturer's specifications or BARRIER SEAL TOPS OF JOISTS installation instructions. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) -'� SELF -ADHERED FLASHING • R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from WIRE LATH Detail Instructions holes and breaks, weighing not less than 14 pounds per 100 square feet (0.683 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather -- RIM JOIST Refer to the number marked asO in each detail that corresponds to the kg/m2) and complying with ASTM D 226 or other approved weather -resistant resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: material shall be applied over studs or sheathing of all exterior walls as required''. 2. resistivebad flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and 1 BUILDING PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps b Table R703.4. Such felt or material shall be applied horizontal) with the Y pp Y� upper layer lapped over the lower layer not less than 2 inches (51 mm). Where seal with tape 2 2 O 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 Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING 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 EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and wall cavity or penetration of water to the building structural framing components. adhere to substrate using a square piece of flashing material (6" x 6" 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"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows corrosion -resistant flashings shall be installed at, but not limited to, all of the � ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner following locations: REFER TO TECHNICAL 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 U613.8. LETTERCHEMICAL COMPATIBILITY SCORED 2. At the intersection of chimneys or 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, (BEFORE FOLDING, SCORE �'� "'� RELEASE PAPER TO EXPOSE 3. Under and at the ends of masonry, wood or metal copings and sills. FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM ADHESIVE AS SHOWN) 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 MECHANICALLY FASTEN AS wood -frame construction. NECESSARY IN CORNERS THROUGH � / SECTION -A SELF -ADHERED FLASHING 6. At wall and roof intersections. • , �' (SEE DETAIL WP02) 7. At built-in gutters. SELF -ADHERED FLASHING R703.14 Drained assembly wall over mass assembly wall. Where wood 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 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 required by R703.8. BOTTOM NAILING 8 2 7 FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING WPO4 SELF -ADHERED FLASHING �/t/PO� V N SELF -ADHERED FLASHING INSIDE CORNER �q/POD'+ V N V HALF ROUND WINDOW EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK PROTECTOR -:, - SHEATHING Cement Plaster i 7/8" Cement Plaster -- 1 in accordance with I n accordance with ASTMC926 STMC926 A - 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 -' � ; Building Paper Building Paper 7/16" O.S.B. ', 7/16" O.S.B. sheathing sheathing DOUBLE%� , ,_ ' ' / , Keep top edge SINGLE JOIST JOIST SELF -ADHERED FLASHING Metal ', ; of weep screed Flashing top Of SELF -ADHERED FLASHING 2 31 /2" bIOCkOW Unperforated 3" MIN Flange 7/8" Vulcum 4 Weep Screed O 5 joint onlyom Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING 1H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING W P08 NOT USED W P09 Weep Screed Flange 7/8" Weep Screed 1 1/2" to 2° l OUTSIDE CORNER Above Roof 1/2" Cementitious Sheathing Decorative Finish .o•• •'o. All inside and . . . . outside corner will i • • ''�• need to be miter EXTERIOR WINDOW UNIT '••'• cut and caulked all CEMT. FIN. • Cement Plaster • •. ., butt joints need to BUILDING PAPER in accordance '•°• •0' becaulked using '• •' SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in __ (0.6 cm: 30.5 cm) with ASTMC926 •'• Vulcum caulk for all over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH - - - SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. ,AV BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING ; . '- . . - Block WIRE LATH ,_ •r 2 1/2" Perforated ^a •o Flange 1/2" Weep BUILDING PAPER --Cement ' •o• Screed BUILDING PAPER Plaster over block 1 st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed V 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 FLASHING SELF-ADHEREDINISW P 10 SELF -ADHERED FLASHING W P 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL �J s, Q G H ■� Z O � W G a W y W N O 1L 0 �N � O146 U) En= t0 H g g 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 properly 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. B D. .� v,eC �} c� z� oWo ZZ C7 �QZ M ~W � CID N >-9)D w e-6Dp - 990 8 g v a Cn Q B"o Lu D- A N y� z W Z LL Ixo W m NNa ov.o m�z 3 ca Z, N m m ZQ MW Z _ o c00o F Q ¢ J c �a�~ O:sm Q O f° UU. LU N V � y�w 1 U LO rn ❑ o o v,LL Wh o� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January14, 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 z W m m m d' ci z d' FL ° d 'E E v` LV1.V-VVVL 1 Q 2 Sheet: 6 Of: 9 WATERPROOFING -........ ... -.. Ili *DIAGONAL SPACED IMUM 2"x4" AT 15'-0" O.C. MAX )SSBRACING PLAN FOR :ATION) 1 ' I I I (3) 12d CONTINUOUS LATERAL BRACING - PER JOINT NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS ,FO TrrA RUN NG DQ FOR NAILING / _� `—X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. (TI302 CROSS BRACING DETAIL TYP. T1301 CROSS BRACING DETAIL(TYP.)- SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 603 lo 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) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. mission P! I Ross EQ Rt "X" BRACE SEE DETAIL TBO1 1�1111 =Yip ���������� !JIlIlI.Nt C C C C 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. VERTICAL SCAB 4 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. () 2 x 6 #2 SPF 48" O.C. NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED ® EACH W/ (4)10d TOP & SIDE w/ (3) 12d NAILS WHEN 0 H5 M HCLR/LL g REQUIRED w/ (2) MTS12'S IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd PLYWOOD RAFTER 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2)12d NAILS (OPTIONAL) 0 EACH END B TB 2X4 SPF W/ (2) #7X3.1/2' ALTERNATING DB I WOOD SCREW EACH TRUSS BLOCKING OR H5 ® 48" O.C. PRE-ENIG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP PLYWOOD SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION t ' B 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @' .? ? • DIAGONAL WOOD .2x8 #2 SYP RIDGE BEAM EACH END .•.e g '::. AT 80" MAX TRUSS 2x6 RAFTERS 0 2'-0"O.C. MAX. w/ (3) 10d COMMON .K,.� TOENAILS TO RIDE BEAM CONC. MASONRY 2X4 CONT. ATJ STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING SCALE: 1/8" = 1'-0" SEE SECTION B-B SEE PLAN OUBLE TOP PLATE 2x STUD WALL SEE PLAN 3 TO 4 TRUSS ,•9xd aS SHMN d NAILS TRUSS 3LE @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SECTION B-B TOP PLATE TB06 BLOCKING CONV. FRAME DETAILS %mmi'm ji I Pmlzi I� it SCALE: 3/4" = 1'-0" SEE SHEATHING PLAN I-- 2X4 BLOCKIN BETWEEN TRUSSES SECT, A -A G.T :f 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 6 OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 'A TRUSS (2) 12D NAILS -I' AT 12" O.C. MAX T1303 HIP RIDGE BLOCKING DETAIL SCALE: 1/2" = 1'-0" ♦+ N V W Z 4 N c J � � a .� Z W O C G M M 8 W 06J RR 1-6 En (a H$ h W gg v Copyright 2005 by keesee and assoclates, 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. TRUSS DESIGN NOTE: TRUSS DESIGN NOTE: x • c • s • n • c TRUSS @ END OF CROSS BRACE TO BE DESIGNED FOR ADD'L 70 PLF UP &DOWN TOP CHORD TRUSS � END OF CROSS BRACE TO BE DESIGNED A FOR ADD'L 0 PLF UP & DOWN D B D �► "',, SEE STRUCTURAL NOTES AND DROP GABLE END TRUSS & LOOKOUT NAILING SCHEDULE FOR RAFTERS FOR O.H. GREATER THAN 12" FOR SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS SHEATHING DETAILS 12" AND UNDER - SPACE OUTLOOKER AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER BLOCKS AT 24" O.C. OUTLOOKER BILK. FOR SHEATHING DETAILS ; SPACE OUTLOOKER BLOCKS AT 24" O.C. 8d NAILS ------------------ SIMPSON MTS12 @ I AT 4" O.C. lz-Hio 2X4 SPF BLOCKING @ LOOKOUT 2X4 SPF BLOCKING @ �°PANEL EDGES W/ (2)16d ° � OUTLOOKER BLK.NAILS EA. END TO TRUSS RAFTERS IF PANEL EDGES W/ (2) 16d f� �°g �,-NAIL SHEATHING @ 4" O.C. APPLICABLE NAILS EA. END TO TRUSS , 2X6 BR �,N9XED SIMPSON MTS12 @ g N ;� No STRUCT. SHEATHING „ r �° LOOKOUT RAFTERS ° (n M Pl a,STAGGERED W/ 8d -NAIL SHEATHING @ 4 O.C. TO SIDE -OF GABLE I rn w d ,n 2X4 BRACE NAILS 7/16 MIN. THK. - STAGGERED w/ 8d �° IF APPLICABLE - I— zTO SIDE OF GABLE NAIL w/8d COM. @TRUSS'' OS I U 2x4 SPF CROSS BRACE USS WE 3" O.C. EDGES & 6" ;° STRUCT. SHEATHING S o E Q p F o $ @ 48" O.C. - NAIL w 3- I �° 7 P / ° O.C. FIELD 2x4 SPF CROSS -BRACE I° /16 MIN. THK. - o N o Ui o 10d AT EACH END & AT NAIL w 8d COM. @ 10d @ 4" O.C. @ 48 O.C. - NAIL w/3- / g ¢ N CROSSING AT 45'>r ANGLE ° 10d AT EACH END & AT i" 3" O.C. EDGES & 6" W z z y a GABLE TRUSS CROSSING AT 45 XANGLE I ,' �° O.C. FIELD Z o w o m 4 < o z, CONTINUOUS 2X4 SPF ; � � U � LU �° NAIL TOP OF TO , RUSS� 10d @ 4 O.C. W Z Z Il,: SPANNING (4) TRUSS TRUSSES ° GABLE TRUSS w/2-12d CONTINUOUS 2X4 SPF-� BAYS (8 FT) NAILED TO SPANNING 4 TRUSS GABLE TRUSS Z o -M a 2x4 BLOCKING @ 4" O.C. NOTCH BLOCK @ & (1) SIMPSON H8 w/ ( ) PLATE TOENAIL w ° 10-10d x 1 1/2" BAYS (8 FT) NAILED TO °goo w/12d & 2-12d TO CHORD 3-16d ° 2x4 BLOCKING @ 4" O.C. �' NAIL TOP OF "T" m W " w/12d & 2-12d TO CHORD TO GABLE TRUSS w LL NAIL GABLE TRUSS I' '° w/2-12d & (1) o U 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 a TOP PLATE w/16d @ CHORD TO 2X4 DEAD- 12" 0-C DW CEILING ' 4" O.C. WOOD w/16d @ 4"O.C. 4 BAYS ICF WALL = a BAY SIMPSON LSTA30 w/ -- 14-10d @48" O.C. GABLE END BRACING FRAME WALL GE01 GABLE END BRACING GE05 W/0 VOLUME CEILING (TYPICAL)" O.C. SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" B 2 - S.P.F. CONST. GRADE TOP PLATE STRUCTURAL NOTES SPLICE MIN 48" APART 6) WOOD: 1548 Seminola Blvd Ste 141 6.1 WOOD STRUCTURAL FRAMING MEMBERS: —11— — —If— — — T— — — rr IfT — — — — — — — — Tr — — 'r — — IT — — IT — — IT WALL STUDS -SPF STUD OR CONSTRUCTION GRADE CaSSelberry, fl 32707-3648 II II I II III F III I II II II TOP & BOTTOM PLATE -SPF STD & BTC www.habitatseminole.org I I I I I I I I ll l I I I I I I I BOTTOM PLATE IN CONTACT WITH MASONRY 43 SYP PT 9 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 I I I I I I I III I I I I I I I I I FURRING & B.U.C. STRIP 43 SYP PT II II I II III I I II II II I I D I I I I I III C I II I I I I I I I (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) II II I II III OPENING III I II 11 11 PER DESIGN, FABRICATE ANMODULUS ERECT WOOD TRUSSES IN A'CCONDANCE WITH THE "DESIGN SPECIFICATION FOR January 14, 2010 LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST II II II I III III II I II II EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 2 BASE PLAN REV. 0700328 I I I I I I I III G 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 AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 3 II II II I III III II E I 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS 4 —I ,- - - Tr - - III II II II I SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: SOLID BLOCK 11 11 - 11 11 III I I II III II II II I NOTES: 5 ALL SHEATHING I I I I I I I I III I I II III I I II I I I TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS EDGES TYP. I I I I I I I I III I I I I III I I I I I I I TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFAC- - — _ _"_ _ -1— = _ " III I I II III II II II I 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 ILL _ I— — _ IL _ _ IlL _ _ IL _ _ IL _ _ U— _ _IL ENGINEER OR ARCHITECT. Its Is the Intent of the designer that these plans 2x8 RIBBON OR BEARING WALL NAIL RATT E R N . are accurate and are clear enough for the licensed BLOCKING BETWEEN A professional to construct this protect. In the event that something is unclear or needs clarification, 2x4 P.T. BASE PLATE 1. PLYWOOD AND SIDING: stop, and call the designer listed on this title page. FLOOR SYSTEM SCALE: 1/4" = 1'-0° (FIELD) USE $d NAILS @ 12" O.C. If is the responsibility of the licensed professional (O.C. that Is constructing this project to fully review these EDGE) USE 8d NAILS @ 6" 3/8 °; 3/8 2. GYPSUM: USE CODE APPROVED SIZE AND "S" = NAIL SPACING FOR CONNECTION 3/4" SPACING 1/2„ 1/2" ROOF NAILING SCHEDULE: s S 1/2° NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) `---- i-_-____ _____ _ ZONE 2: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ° ° ° ° ° - - - —' ° - - 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 O E O z GG v Y W m 00 m SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING E C H E SCALE: 3/32" = 1'-0" z E O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ii w ° c0 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 U NAIL TNT. AT 6" O.C. W/8d COMMON NAIL rTB13 &NAILING SCHED. O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SCALE: 1/2" = 1'-0" NO SPLICE @ HEADER - NAIL SHEATHING TO L.§ uCwUe6w�i..:vslL'Su! �dv]1*LumuhW. 2010-0058 F HEADER W/8d COMMON NAIL@ 4" o/c DETAILS I 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 2x8 t- 2x8 W/ (2) 16d oT-i TOE NAILS EACH END 0 7/16" OSB W/ 6d NAILS @ 16" O.C. • LINTEL 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 I I WINDOW ORDOOR OPN'G 4F01 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 EN 1' - 4' (1) (2) (1) (2) 41- 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) ILSTA 30 iEE 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 TED OTIHERWISE All STUDS TYP. 4PSON HTT16 W/ (18) J NAILS & A 5/8" PANSION ANCHOR '6" EMBEDMENT U.N.O. 8 1/2" AT GARAGE EP DOWN '. BOT. PLATE WALL HEADER DETAIL SCALE: 1/2" = V-0" TOP SPLICE DOUBLE 10d 24,M/� NOTE: U 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_ J/ LOCATION 7/16" OSB W/ 6d ' HEADER NAILS @ 16" O.C. 11 (SEE PLAN) TO SIDE & TOP NAILER 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 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 —f 2X4 BRACE@ 4'-0" ON CENTER TRUSSES (4) 12d NAILS EA. END SCALE: 1/2" = 1'-O" 1/2" GAP �,. �— SIMPSON HGMA 10 @ ° 4 0 O.C. MAX. EXTERIOR INTERIOR e ° 8" ICF WALL SEE ICFO1 FOR MORE INFO 6000*�B14NON-BRG. EXT. CMU WALL SCALE: 3/4" = V-0" 2"x TOP PLATE f I I I—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 KEY NOTES FIFI 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 30 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 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) r-SEE REINFORCEMENT UMAKiruK my u HORIZONTAL REINF. 4 SEE L-SHEETS FOR REQ'D HEADER INFO 5 3 2 7 SEE REINFORCEMENT , WP 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. W TRUSS ANCHOR (SEE PLAN) Q z FIBERGLASS SHINGLES OR TILE ■�■■ _ ROOF - VERIFY W/ ELEVATIONS ROOFING FELT Q N APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL d NOTES FASTENED TO TRUSSES Z PER ROOF NAILING SCHEDULE) O c Lu a W o a"� CEILING BOARD ° a N W N oLL 10 3/4" P.T. NAILER M W "� METAL DRIP EDGE Q " W 1/2" DRYWALL c �.., d 2X SUBFASCIA = 44 4 CURTAIN NAILER 1 X 4 ° a inc I I W P.T. @WINDOWS 1 X 8 � P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT 'I I Copyright 2005 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 keases and associates, inc. ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL x • can • c A 0� CEMENTITIOUS B D® 1 X 4 P.T. BAS DECORATIVE FINISH NAILER t I xgl;ICF WALLS WOOD BAS ....:•; •.•... Z CONC SLA FTG. DOWEL #5 DIA. REBAR 7" IN c� M FOOTING. EXTEND 25" (ACI 530) o co (SEE FOUNDATIO ° a W 3 Z N ABOVE SLAB. ALL LOCATIONS SHOWN Z, (n M N 11 PLAN FOR MORE ON FOUNDATION PLAN o `� � z `" INFORMATION) � Z � ¢ ,� z � TA d 6 X 610/10 #5 REBAR CONT. @SLAB LEVEL S N E Q �o�F N 'A a .. O 8 W.W,M. °Roa Q o a- N b F.F. TOP OF SLAB ..... W E e. •m.• .: wooU UK�oMLU o o� FINISH RA E W Z LU °F -ill I_I I—�=� : • ;.',`.� :.,, •'.' ; • N X � _ Z o g Q o� 16" SEE FOUNDATION WS01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" 411107 wr S A BEAM- SEE PLAN FOR CONNECTION AND SIZE REMOVE INSULATION ICF BLOCK AT LOCATION - ENTIRE HEIGHT OF WALL BEAM n 9d WALL CONN.- SCALE: N.T.S. ICF BLOCK z SEE PLA w Lu FOR REINF.'UJ k I BEAM- SEE PLAN all FOR CONNECTION AND SIZE REMOVE INSULATION AT LOCATION - ENTIRE HEIGHT OF WALL BEAM TO WALL CONN, SCALE: N.T.S. 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. (11CF02 BEM TO WALL CONNECTION SCALE: 3/4" =1'-0" k 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 n m 00 m z d' E U) E J a.Tq W U Q LV1V-VVV� Sheet: Of: 9 Y ■ I FA: TO ATTACHMENT REQUIRE -ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 3/16" X 3" 12" O.C. 1 2x6 3/16"X3" 12" O.C. 2 2 x 8 3/16" X 3" 12" O.C. 2 NOTE: TAPCONS TO BE 6" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IS USED, ux 1/14 A1+ I Ar'%.UNO. 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./SHEAR) WALL SO TO MASONRY CONNECTION DETAIL SCALE: 1/2" = 1'-0" 2X4 BOLTED TO BLOCKOUT W/ 1/2 L-BOLT @ 4' OC. ALT 0 PERP. WALL SCALE: 1 1 /2"=V-0" O O 111111111111�1111111111111111111111 CONCRETE HEADER SCHEDULE MARK WIDTH x DEPTH REINF. NOTES AO 4" x 16" (1)- #4 T&B BO 4" x 14" (1)- #4 T&B © 8" x 16" (1)- #4 T&B OD 8" x 14" (2)- #4 T&B NOTE: 1. 8" WIDTH IS FORM AND POURED, INSTEAD OF HAVING THE 2.5" INSULATION FOAM ON EACH SIDE. 2. GRADE 60 STEEL TO BE USED IN ALL HEADERS R /I I V I OIAI I/ \I 0 I\ ll (DI \l l IAI I/ \I a� G) LINTEL f=LAN 3/4"x 8" A.T.R. 3/4"x 8" A.T.R. EPDXIED IN FILLED CELL MIN. 6 3/4" EMBEDDED MIN. 6 3/4" EMBEDMENT IN CONCR TE ° r:y..w W 00 no 'SEE PLAN FOR BEAM `= SIZE ICF WALL SYSTEM USE SIMPSON MBHA W/ 5-1/2" SEE ICF02/D-2 BOLTS WHEN SKEWED FOR MORE INFO W/ (18) -10d NAILS Mrs BM WALL CONN UPLIFT CAPACITY - SCALE. 3/4 = 1-0 MBHA 3475 Ibs. SCALE = 1/4" = V-0" #5 REINF. BAR ,p 1� n #5 STD. 900 HOOK SCALE: 1"=1'-O" 20�� P #3 OR #4 REINFORCING BAR #3 A #4 LAP SPLICE , ,25" MIN. LAP,, ���-#5 REINFORCING BAR #5 LAP SPLICE 36" MIN. LAP #6 REINFORCING BAR #6 LAP SPLICE REBAR SPLICE DETAIL p I SCALE. 1/2 = 1-0 7; 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 g 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. d g Z N � W � N 02 MNM .1 ��u��,v°_, W �drn aw= O cu J �c�ioLL a oaostU50 �k N 1 a ,,�5 0 8 LLcQia Q �LL= a N ' W Q o E to W y L.-Z ER m N a - Z�O UM UJ — mein WZW Zpa J C m O W a p w LU LL' UEl 0 UJ W R� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 I BASE PLAN REV. 07-00328 2 1 1-14-10 ATC KA/mk 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 o C) a 32 Y �� v IIMIX m F- �i o M E IN z LA ° _ O � U) O _ E LINTEL PLAN PRE ENGINEERED WOOD 12 TRUSSES @ 24" O.C. TRUSS ANCHOR (SEE PLAN) Q = z SIMPSON SP2 TOP FIBERGLASS SHINGLES OR TILE ■� AND BOTTOM. TYP. ROOF - VERIFY W/ ELEVATIONS 04 H NOTE: MAY CUTBACK 2x8 @ EACH 2X CRIPPLES ROOFING FELT (0 IM " (3) 16d COMMON Q @ 16 O.C. P.T. @ TOP TO ALLOW CONT. NAILS(TYP) APA RATED STRUCTURAL J ICF WALL 2x4 BLOCKING AROUND CURVE. SHEATHING (SEE STRUCTURAL Co }� a� Q SEE PLAN MIN. 2 TAPCON ANCHORS TO 2x8 NOTES FASTENED TO TRUSSES [ 0 Q F `Z STRUCTURAL SHE `FHING PER ROOF NAILING SCHEDULE) li�J v MIN 7/16" APA-R/� tD 3 ATTACHED PER NAI ING Q O '� W SCHEDULE o a N �—HEADER _�/ CEILING BOARD o a �%% la !- 2x$ W/ (2) 16d LOCATION 3/4" P.T. NAILER "� `" W TOE NAILS EACH END%//� VARIES W/ METAL DRIP EDGE Q d " U. 7 16" OSB W/ 6d �' ROOF SLOPE 1/2" DRYWALL = o o0 7/16" OSB W/ 6d �� / 2X SUBFASCIA vi ,, I PLYWOOD o a d � a NAILS @ B O.C. HEADER NAILS @ 16" O.C. ROOFING CURTAIN NAILER 1 X 4 0 o N S n n W LINTEL TO SIDE &TOP NAILER P.T. @WINDOWS 1 X 8 < $ v 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 (SEE PLAN) SEE PLAN FOR (2) 16d COMMONS IW/ 7/16" O.S.B. 2x4 SPF CONTINUOUS TOE NAILS EACH NAILS EACH STUD TYP. END TYP.SIZE AND SPACINGEA. 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 kowee and assoclates, Inc 2X BLK'G. NAILS. SEE DETAIL ABOVE BLOCKING ATTACHED 945 South Orange Blossom Trall, Apopka, 2X BLK'G. Florida 32703. All rights reserved. The plans, TO O,S.B. TO 7/:1 . OSB W/ (2) 8d elevations, drawings, illustrations, and other materials 2 - 8d 2x BUCKS SEE MS TO O.S.B. NAILS. SEE DETAIL ABOVE EA. END FOR MORE INFO W/ 2 - 8d contained within this set are the may not e keesee and associates, Inc and ma 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 1 14 ALUM FRAMED WINDOW W/ SCREEN 1 X 2 P.T FURRING PRECAST CONCRETE SILL N • clan • c DET. @ARCH WINDOW FRAMING DET. C� ARCH WINDOW FRAMING KDO2 SHEAR TRAN L '7 7`°',F010EMENTITIOUS B D® ICF SCALE: 3/16" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" - 1 X 4 P.T. BIAS DECORATIVE FINISH NAILER xgI;ICF WALLS WOOD BAS z g CONIC SLA FTG. DOWEL #5 DIA. REBAR 7" IN M SEE FOUNDATIO o a FOOTING. EXTEND 25" (ACI 530) y E w 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) (3) (3) (2) (3) ( z fYMtO N PLAN FOR MORE ABOVE SLAB. ALL LOCATIONS SHOWN z T 0 M N ON FOUNDATION PLAN a N W o LO INFORMATION) ¢ z U 6X610/10 #5 REBAR CONT. @ SLAB LEVEL U 0 o P. H 9 0 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 EACH END (2) 2X12" 2SYP (2) LSTA 30 REFER TO SEE SCHEDULE WF03 OR WF04 ��' 2-ROWS 12d NAILS " STAGGERED @ 2X4 SPF BLOCKING * WHEN STUD LENGTH " IS LESS THAN 12 USE 12" 0/C EACH @ 48O.C. MAX.w/ 2X4 BRACE@ 4'-0" LSTA30 STRAPS AT EACH FACE OR 3-ROWS EACH END D NAILS ON CENTER 12d NAILS STAGGERED STUD WRAPPED OVER @ 12" O/C FOR 2"x10" TOP PLATE & NAILED lo OR GREATER HEADER TO HEADER EACH SIDE W/ it - 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. I SIMPSON HGMA 10 @ 1/2" GAP �° 4'-0" O.C. MAX, SIMPSON HTT16 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. EXTERIOR INTERIOR p o W.W.M. - o F.F. TOP OF SLAB - 0 jr a i u a f A. � Q= o Co 04 =1 I=1 I I _�,� 1 1_� FINISH GRADE _ H W ; z � I I I I=1 11=1.1 �_ w z As ro W v; cdi 16" SEE FOUNDATION S01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" ARIES - 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- VVWW,habitatseminole.org ENTIRE HEIGHT OF WALL FNr OR 8 1/2 AT GARAGE p BEAM n 9� WALL CON N . �w etc *HOLD DOWN CONNECTIONS NO' p E BOO p�gTE 8" ICF WALL 2010 NOT REQUIRED @ BEARING SCALE: N.T.S. January 27, WALLS WITHOUT UPLIFT SEE FOR MORE SEE REINFORCEMENT INFO rWFO9 WALL HEADER DETAIL ATB14�NON—BRG. EXT. CMU WALL SCALE: 1/2" = V-0" SCALE: 3/4" = 1'- " TOP SPLICE 2"x TOP PLATE 1/4" MIN. SPACE DOUBLE 10d lop 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, H VERTICAL REINF. HORIZONTAL REINF. [ft] 8 #4 @ 32" O-C MAX #4 @ 32" O-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 0 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 REQ'D VERTICAL REINF. ABOVE OPENINGS (IF REQ'D) 0 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 ICF BLOCK 1 BASE PLAN REV. 07-00328 z 2 SEE PLA 3 LU FOR REINF. ¢ U 4 5 BEAM -SEE PLAN FOR CONNECTION REMOVE INSULATION AND SIZE BUILDER NOTICE: AT LOCATION- Its Is the intern 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 Headed to be made, before any work Is done SCALE: N.T.S. 811 REMOVE INSULATION E ICF BLOCK 8" AT LOCATION- z' ENTIRE HEIGHT OF o SEE PLAN WALL 45 v FOR REINF. o'o BEAM -SEE PLAN ;; UJ FOR CONNECTION z `o_ Op NOTE: CHART FOR REQ'D AND SIZE a PLATE LENGTHS MUST BE BOTTOM SPLICE a TYP ICF WALL VERTICAL REINF OVER STUD . d w Q AT LEAST 8'-0" LONG. TYPICAL SCALE: 1/2"=1'-0. BEAM @ ANGLED WALL CO N N . TYPICAL INTERIOR SCALE: N.T.S. � "' ' ' rWF17�TOP PLATE SPLICE DETAIL KWF18 NON -BEARING .8 Sheet: Of: SCALE: 3/4" = V-O" SCALE:3/4"=1'°" F FOR EN TAIL ICF0 BEAM TO WALL CONNECTION N D-2 9 / I 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS CHART FOR REQ D HORIZONTAL REINF. o W.W.M. - o F.F. TOP OF SLAB - 0 jr a i u a f A. � Q= o Co 04 =1 I=1 I I _�,� 1 1_� FINISH GRADE _ H W ; z � I I I I=1 11=1.1 �_ w z As ro W v; cdi 16" SEE FOUNDATION S01 TYPICAL WALL SECTION ICF BLOCK SCALE: 3/4" = V-0" ARIES - 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- VVWW,habitatseminole.org ENTIRE HEIGHT OF WALL FNr OR 8 1/2 AT GARAGE p BEAM n 9� WALL CON N . �w etc *HOLD DOWN CONNECTIONS NO' p E BOO p�gTE 8" ICF WALL 2010 NOT REQUIRED @ BEARING SCALE: N.T.S. January 27, WALLS WITHOUT UPLIFT SEE FOR MORE SEE REINFORCEMENT INFO rWFO9 WALL HEADER DETAIL ATB14�NON—BRG. EXT. CMU WALL SCALE: 1/2" = V-0" SCALE: 3/4" = 1'- " TOP SPLICE 2"x TOP PLATE 1/4" MIN. SPACE DOUBLE 10d lop 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, H VERTICAL REINF. HORIZONTAL REINF. [ft] 8 #4 @ 32" O-C MAX #4 @ 32" O-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 0 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 REQ'D VERTICAL REINF. ABOVE OPENINGS (IF REQ'D) 0 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 ICF BLOCK 1 BASE PLAN REV. 07-00328 z 2 SEE PLA 3 LU FOR REINF. ¢ U 4 5 BEAM -SEE PLAN FOR CONNECTION REMOVE INSULATION AND SIZE BUILDER NOTICE: AT LOCATION- Its Is the intern 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 Headed to be made, before any work Is done SCALE: N.T.S. 811 REMOVE INSULATION E ICF BLOCK 8" AT LOCATION- z' ENTIRE HEIGHT OF o SEE PLAN WALL 45 v FOR REINF. o'o BEAM -SEE PLAN ;; UJ FOR CONNECTION z `o_ Op NOTE: CHART FOR REQ'D AND SIZE a PLATE LENGTHS MUST BE BOTTOM SPLICE a TYP ICF WALL VERTICAL REINF OVER STUD . d w Q AT LEAST 8'-0" LONG. TYPICAL SCALE: 1/2"=1'-0. BEAM @ ANGLED WALL CO N N . TYPICAL INTERIOR SCALE: N.T.S. � "' ' ' rWF17�TOP PLATE SPLICE DETAIL KWF18 NON -BEARING .8 Sheet: Of: SCALE: 3/4" = V-O" SCALE:3/4"=1'°" F FOR EN TAIL ICF0 BEAM TO WALL CONNECTION N D-2 9 / I 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS CHART FOR REQ D HORIZONTAL REINF. ICF BLOCK 1 BASE PLAN REV. 07-00328 z 2 SEE PLA 3 LU FOR REINF. ¢ U 4 5 BEAM -SEE PLAN FOR CONNECTION REMOVE INSULATION AND SIZE BUILDER NOTICE: AT LOCATION- Its Is the intern 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 Headed to be made, before any work Is done SCALE: N.T.S. 811 REMOVE INSULATION E ICF BLOCK 8" AT LOCATION- z' ENTIRE HEIGHT OF o SEE PLAN WALL 45 v FOR REINF. o'o BEAM -SEE PLAN ;; UJ FOR CONNECTION z `o_ Op NOTE: CHART FOR REQ'D AND SIZE a PLATE LENGTHS MUST BE BOTTOM SPLICE a TYP ICF WALL VERTICAL REINF OVER STUD . d w Q AT LEAST 8'-0" LONG. TYPICAL SCALE: 1/2"=1'-0. BEAM @ ANGLED WALL CO N N . TYPICAL INTERIOR SCALE: N.T.S. � "' ' ' rWF17�TOP PLATE SPLICE DETAIL KWF18 NON -BEARING .8 Sheet: Of: SCALE: 3/4" = V-O" SCALE:3/4"=1'°" F FOR EN TAIL ICF0 BEAM TO WALL CONNECTION N D-2 9 / I 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS CHART FOR REQ D HORIZONTAL REINF. 4 SEE L-1 SHEET FOR REQ'D HEADER INFO 5 3 2 7 SEE REINFORCEMENT