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HomeMy WebLinkAbout1819 Merthie Dr 10-630 (a)TERMITE SPECIFICATIONS: SECTION R320 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. RADON GAS WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE 2007 FLORIDA RESIDENTIAL BUILDING CODE IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I.. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. A55REV I AT I ONS A.B. Anchor Bolt Fir. Sys. Floor System Red. Radius Abv. Above F.PI. Fireplace Ref. Refrigerator A/C Air -Conditioner R. Foot / Feet Req'd. Required Adj. Adjustable Ftg. Footing Rm. Room A.F.F. Above Finished Floor FX Fixed Rnd. Round A.H.U. Air Handler Unit Galy. Galvanized R/SH Rod and Shelf ALT. Alternate G.C. General Contractor SO. Smoke Detector B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. B.F. Bifold Door G.T. Girder Truss Sh. Shelves Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height S.L. Side Lights BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered Clg. Ceiling Laun. Laundry Thik'n. Thicken Col. Column Lay. Lavatory T.O.B. Top of Block Comp. A/C Compressor L.F. Linear R. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate D Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typ. Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical PC. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P.L. Parallam 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 Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS DATE DESCRIPTION 05-29-09 2007 CODE UPDATE STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 5. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP PROVIDED 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE NEW DEFORMED BARS FREE FROM RUST, SCALE & OIL & SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS - REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE DRAWINGS: FTGS, WALLS, COLUMNS, BEAMS, SLABS: 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. 8" LAP MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", 2005 EDITION. 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE EITHER SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. FASTENERS FOR PRESSURE PRESERVATIVE, TERMITE TREATED AND FIRE -RETARDANT -TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. GUTTER REQUIREMENTS 1. WHEN SEPTIC FIELDS ARE LOCATED IN THE FRONT OF THE HOUSE, GUTTERS ARE REQUIRED TO DIRECT RUNOFF AWAY FROM LEACH FIELDS PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. 2. PREFABRICATE WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FOLLOWING DESIGN LOADS: 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION OF THESE WALLS. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 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 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON "SET", EPDXY), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTER JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING) 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). PLAN 1052 3BR ♦♦++ N V W STRUCTURAL DESIGN CRITERIA a W CODES: 2007 FLORIDA RESIDENTIAL BUILDING CODE WITH 2O09 SUPPLEMENT, Q W J NFPA 70A-05 AND NATIONAL ELECTRICAL CODES (NEC 2008) Q BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-05) H SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301-05) W BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) : NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2005 EDITION O O WOOD FRAMED CONSTRUCTION MANUAL, 2001 EDITION m APA PLYWOOD DESIGN SPECIFICATION Q N o v is W o � to LIVE LOADS: ROOF 20 PSF (REDUCIBLE) Q N RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF d d BALCONIES 60 PSF a W STAIRS 40 PSF La LIGHT PARTITIONS (DEAD LOAD), U.N.O: 20 PSF �V 10 PSF ATTIC L.L. CONCRETE ALL CONCRETE UNLESS OTHERWISE INDICATED 2500 PSI STRENGTH PEA GRAVEL CONCRETE FOR MASONRY CELLS ONLY 3000 PSI Copyright 2005 by keesee and associates, Inc 0 28 DAYS (DO NOT USE FOR CONCRETE COLUMNS OR TIE BEAMS) 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 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 keesee and associates, Inc and may not be ALL REINFORCING BARS ASTM A615-40 40,000 PSI reproduced either in part or wholly in any manner ALL STIRRUPS AND TIES ASTM A615-40 40,000 PSI without the express written permission of keesee and associates, Inc. POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF ommlimmom FIBERS PER CUBIC YARD N•C•B•D•C CONCRETE ASTM C90-03, STANDARD WEIGHT UNITS, fm=1500 PSI /� 0 °p MASONRY MORTAR TYPE "S" 1800 PSI w UNITS: CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION B Do STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O STEEL: SHOP AND FIELD WELDS: E70M ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 cF WOOD FRAMING: BEAMS, RAFTERS, JOIST, PLATES, ETC. U.N.O. Z o 20 NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB (SPAN RATED 24/16) Z v M CD N FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) Z>- 9 rn wLO WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM Fb = 2900 PSI (2.OE) � $ o L Q WOOD COLS. PARALLAM 2.0E U.N.O. W WO o Z W o O a � N w 0 DESIGN LOADS: SHINGLE ROOF: or' N °a Q °- N TOP CHORD LIVE LOAD: 20 PSF N 3 � Z a :, Z TOP CHORD DEAD LOAD: 7 PSF Woo - R o �a�� � W c m-izo ca WOOD ROOF BOTTOM CHORD DEAD LOAD: 10 PSF w y z w Z gti 2 ¢ � TRUSSES: 37 PSF 0. o L° �_ v LL m0 Z rd o ui� U BOTTOM CHORD ATTIC LIVE LOAD: 10 PSF 0 a $ U I uJ ,r w (NON CONCURRENT) m Ma a SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN w FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF VALUE: SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BEI U� Habitat COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR)To ' ' Coo 2007 FLORIDA BUILDING CODE RESIDENTIAL SECTION R301.1 & 111301.2 AND ASCE 7-05 WILDING DATA 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 MEAN ROOF 15 FT. HIGH WIND LOADS BASED ON FBC, SECTION CHAPTER 16 & ASCE 7-05 TYPICAL FOR SINGLE STORY HOMES WIND SPEED 110 MPH (3 SEC. GUST) www.habitatseminole.org WIND IMPORTANCE FACTOR - (Iw) = 1.0 CATEGORY II WIND EXPOSURE - "B" (FBC CHAPTER 16) INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) THIS DRAWING AND DESIGN IS VALID DESIGN WIND PRESSURE: January 14, 2010 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 1 BASE PLAN REV. 07-00328 FOR WINDOWS & DOORS SEE FLOOR PLAN 2 1-14.10 ATC KA/mk FOR ACTUAL PRESSURES 3 GARAGE DOORS 4 BUILDING TYPE SINGLE 8x7 +19.1 PSF / -21.6 PSF 5 DOUBLE 16x7 +18.3 PSF / -20.4 PSF TYPE V-B BUILDER NOTICE: j l �''}' SWEET NO. III l �( DRAWING SWEET INDEX Its Is the intent of the dd'signerthat 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. 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 2 FOUNDATION PLAN 3 FLOOR PLAN 4A ELEVATIONS GABLE work is done onsm 5 ELECTRICAL PLAN 6 WATERPROOFING DETAIL � N E O U0 z O D-1 DETAILS $ D-2 DETAILS L-1 LINTEL PLAN m in m 0 2 0 CD n Z ro = O >_ O a E w !'� 0 c Sheet: Of: Cn 1 o STRUCTURAL NOTES 74" SLAB W.W.M. (VERIFY) F.F. -•`_ : oo GRADE •' r z 16" X 20" MONO g FTG W/ 2 #5 REBAR CONT 16" MIN LAP 25" SINGLE STORY FTG lJ RFARINn' Cf:AI F'• 1 /9" = 1,011 SEE FND. PLN FOR STEP DOWN HGT (TYP 4") F.F. PORCH FIN. FLR. ��4-�-4-- r ------------ •,'��,,I - - ,a. . d N 1/2" EXP. JOINT - 16" 4 PORCH STEP DOWN POST & POST SIMPSON ABU66 w/ (12) 16d NAILS TO POS F.F. AND 5/8"x18" LONG A. 4"SLAB HOOK BELOW FTG. RE I . AN"CONC. PAD w/ REBARS EA. WAY • ' PER INFO ON FOUND. PLAN SEE FOUNDATION FOR IZE & REQUIRED REBAFTI 7 COLUMN PAD DETAILS NO SCALE PROVIDE 1 1/2" RECESS AT SGD EXTEND SLAB LOCATION 8" WIDE r1-1/2" BEYOND WALL FACE 0'0" FIN. FLR. ••� � 1/2' EXP. JT. S.G.D. SILL DETAIL BEARING SCALE: 1/2" = 110" 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 :�f ,:;� •wf',wi»f =;a' PLAN 1 CONTROL JOINT DETAIL SCALE.1/2 -1-0 CURB W/ 145 CONT. 8„ 4" SLAB 0'0' F.F. ° VARIES 2 # 5 REBAR 16" 2 SECZALL�S�CALE1�1/2" NGGE C.M.0= 1'0" —Fr---4" SLAB 2- #5 REBAR (:5THICKENED EDGE BEARING SCALE: 1/2" = 1'0" VARIES SEE FOUNDATION PLAN tea_ F.F. 4" SLAB 8" tTHICKENED EDGE SCALE: 1/2" = 1'0" EXTEND SLAB 11/2" BEYOND 16" X 20" MONO rLOCKFACE FTG W/ 3 #5 REBAR CONT F.F. MIN LAP 25" 2- #5 REBAR EXT DOOR SILL SCALE: 1/2" = 1'0" 4" X 8" X 16" CMU TILE SILL BY Z TILE CONTRACTOR ga (RAISED OR FLUSH) uj Luu) F.F. REINF. SEE F-M`; PLAN rti A. \--2 # 5 REBAR $ STEP DOWN NON BRG. SECTION @ SHOWER SCALE: 1/2" = 1'0" (9�— SCALE: N.T.S. 2 #5 BENT BARS W/ 'I tf S6EE OFND. FORF MIN. 25" LAP SP IC QUANTITY 145 ; , SE PLAN MIN. 8" OR X 25" X 25" 16" MAX STEP `• • • TY • SEC. CORNER BAR ONE FOR EA. HORIZ. 2 #5 CONT REBAR, TYP. U.N.O. SEE TY SEC. :1611 2 #5 C0 TYP. CORNER BAR TYP. STEP FTG. DETAIL 1 PLAN DETAIL 1 SCALE: 1/2"=1'-0" SCALE:1/2 1 0 2" HAN: 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/ 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.Q. 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 40'-0" 12'-0" 28'-0" 7 2" 15' 4" SOOTING SCHEDULE [7 MARK SIZE OEPT REINI=ORCING GR'6' GAP.. Ube] F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3,p 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 5'-6" N. WINDOW I I WINDOW OPN'G OPN'G --------------------------------------------------------------------- 1 i I I I , ' I = I 1 12'-7" 15'-5" 10 I 1 ' VERIFY LOCATION ' 1 I I OF A/C COMP. rr ' ' IN FIELD W/BUILDER i I ' y' I HVAC I � i iN CHASE L_�I Q r = L J zo III�� ��111 I I I I ' 21'-8" 6'-4" 10 C.J. --- - — - — - - - — - - - --- - n- - -- - I % ' NOTICE TO PLUMBER: I _ 1 VERIFY ICF BLOCK SIZE WITH BUILDER � o -i (AND ADJUST AS NEEDED THIS PLAN I _ _ _ _ _ _ LV HOSE ih 1 3 o: WAS DESIGNED FOR ICF 4" CORE WITH _ - - - - �, �` I.' BIBB V.T.W- i TOTAL WIDTH OF 9.25" I TUB/SHOWER 1 N --------- - ---- err,+ I I . ISip i ----- 'W/C �izlz HOSE,i I 1 1 V4 1 I I vd BIBB i LL —J J = I ' 1 W/C = J 10'-6" LV `� i r � T,-44 1 I I - 1 ' I ' P G C.J. EP — -- IDOW ----- --- I � } C.J. M 4 id I ' '-2" �3 o 3'-6,, I 8'-6" i 1 1, 1 3,$11 10'-7" 3,$�� 4 �Z s I �z;- o of �? DOUBLE I SINK rq : Z I F3.0 I t0 I r--- 1 O a "' w I I-- �-----J=-------------+ 7 I = v WINDOW I W v -oho - z0 I +-I 13 �7—L Q�U I I I I I I ' i P. C.J. - - - � ~ IB 12' 0" - - - 4 -0" - 6,-4„ �I i i ' 17'-8" ' = 6(L ' 4 I c I u7 I I a°Qi ' _ WINDOW H I I I OPN'G I I 1 I I 13 = 1 ----------- ------ -----------; --------- --- F3.0 12'-3" 1.2'-0" F3.0 10'-9" 11'-0" F3'0 11'-0" LAul TYP. 0 CORNERS 17'-0" 40'-0" SOU C)P4T I ON fDL o4N SCALE = 1/4" = 1'-0" ♦♦++ IIZ N V W 0 Q C � a .� o IZ Q 0 Q NG Lt] N N mQ {y N O U. Q a c� MMa LU 00 En M g 4d' p 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 A� B D® Zg szWOZ M ~W� ��t0 N j}cm, U/N W CR Ij,drn l0 O Z i- Q Z 4, oZ�o g 0. h Z o J LL O W 1= LLi ri 8d O"a a Q `� 0 a N w Z Z o E c`nv OC d wrnW� z_iZo�LL W m m11 CI C7¢U� 0zU) W N �` c°o m ¢ Z clip a _.I C I=- 0- M0 0 Q E a W N �� w U N LL h oW 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 w N E O :3 z O c O O m m 00 m 0 M o M �� z ° a O LLn 9_ E a c 0 E 0 o a Tq M c w � Sheet: � Of: 10 FOUNDATION PLAN 1/4" PL. GLS. MIRROR — X O ACKSPLASF& 11. o o. _ o _ LV pQ N s� N z Q 0o No mm mom n —TILE TO mill ISBN 0 0 0 1 BATHROOM 110 MPH OPENING PRESSURES ENCLOSED COLUMN SCHEDULE ® +21.8 / -23.6 ® +21.8 / -29.1. MARK COLUMN SIZE (BASE) CONN. 4 FASTENER UPLIFT(Lb) © +20.8 / -22.6 ® +20.8 / -27.2 C1 1 (3) 2X4 #2 SPF (6) 16d TOENAILS 0 Q +19.5 / -21.3 Q +19.5 / -24.6 C2 (3) 2X4 #2 SPF LTT20B W/ 1/2" WEDGE ANCHOR & (10) 16d NAILS 1740 QSEE COVER 0 SEE COVER Cs (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 C5 (2) 2X6 #2 SPF (6) 16d TOENAILS 0 BM W/ 1/2" FLITCH PLATE C6 (2) 2X6 #2 SPF ANCHORV* & (101WEDGE ) 16d NAILS 1740 C-I (2) 2X6 #2 SYP (6) 16d TOENAILS 0 I„t (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 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 C11 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. Cl2 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 GI3 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 M (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. CI4 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'-0" VERIFY LOCATION _ U) op CDm 0: M N 0 V.T. W- w 1 1111 n II D II, W 11 J LL--IJ 4 HOs UTILITY , m BIBB 8'-0" CLG. AFF 117 oQ CONC. SLAB ICFO ELECTRICAL D2 I PANEL 1068 v RANGE/HOOD 0 0 KITCHEN 40'-0" 7'-2" O25 SH EGRESS 10'-2" 28'-0" 15'-4" w (D Q M M ZIP IN �C11/9 TUB/SHOWER 5,4 H I LG3 CARPET---J o 10'-2" 3'-6" ATTICm c� ACCESS I o %ATH m 7'-10" 2,,4„ cm m , -00 d •. \ ,,hyy `I �� r�� Y � � KITCHEN VIA ,n.VINYL DOUBLE _OPT -a _ I aQ 8'-0" CLG. AFF � i i 23 SH A- ' i 12'-O" 4'-0" II I I M D I I - M (V II � II COV. PORCH ,-O rn I I 8'-0" CLG. AFF III II BM I I I II III II CFO D2 .I I I I I 12'-3" 12'-0" 40'-0" 8'-0" CLG. !4 CARPETVA - G.T. - - - - - - - 16'-4" ODBL 25 SH TYP. OF (4) 11-0 17'-0" TYP. 09 zo HOSE BIBB m N 0 r LU BACKSPLASH J J aIi � a M Q Q d' m 00 INTERIOR ELEVATIONS SCALE: 3/8" =1'-0" GENEIRAL NOTES: 1 "If water based calling texture material Is used, provide V2" Gypsum board for 16" o.c. framing, or 5/8" Gypsum board for 24" o.c. framing. Note 'A" Sag -Resistant Gypsum board may be used I.L.O. of 5/8" Gypsum. 5/8" Type "X" Gypsum board must be Installed on Garage ceiling beneath habitable room(s). 2 R309.1.1 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 Inch minimum rigid nonmetallic Class 0 or Classl duct board, or other approved material and shall have no openings Into the garage. 3 Door from Garage Into House must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 minute fire rated door 4 Any accessible space under a stairway shall be protected with '✓2" Gypsum board. 5 All Doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dB A at 10 feet. The exit alarm shall produce a continuous audible warning when the door or window are opened. 6 Bathroom Exhaust fans must vent to the Exterior of the Building, exhust to attic space and soffits is NOT acceptable 7 The garage shall be separated from the residence and It's attic by not less than 1/2-Inch(12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 Inch (15.9mm) Type X gypsum baord or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. WALL LEGEND 2x4 FRAME WALL 8" ICF Wall 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 N v W Q = z ■� Ci W Q G W ID O yy0 z� Mc W Q 0jR �^ dd i W C 44 v BD dg Z N LU F z _Z U) F,O§ �ei CID 3Z JU)(2q moka, � CID j 0, 11J Q [L=o 6 6 �N�Z ��4 O a � O N a 40;a Q f00 a N zap WSW Z Z - m °ems o�p 3 O 'A woos Z0 I& rr W w m,z N U) Z (1) =�a i�°� Smo OFw w 00 V a H m�o8 rn� ❑ U o _ � LL '- W OF 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 BASE PLAN REV. 07-00328 2 1-1410 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 a: E o z z O _ O 0 0 _ � 1 d m rn o M 0° n Q z O aCJ O E N 0 = T a rl w _J c 4 V 9 • 10 v � Sheet: Of: W 3 10 m FLOOR PLAN EXTERIOR NOTES I GENERAL NOTES: I ..2 HIP ROOF PLAN NTS 2'-0" OVERHANG 7-0-0 On TYP. A U.N.O. CJ1 0 00 N UP Ln X2/B) TYP. @ HIP JACK 0 FRAME M. TO L CONC 1�• C TYP. 0 FRONT B ENTRY FRAME BO! C)2X M LLLO U U U 5-0-0 C/ TYP. U.N.O. A d' 0 U A ERA 23-0-0 III CONNECTOR SCHEDULE ROOF FRAMING NOTES MARK SIMPSON CONNECTOR W/ FASTENERS TYPE SPF 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 �g H2.5A W/ (10) - 8d NAILS FRAME TO FRAME 535 600 FRAME CO H1O W/ (16) - 8d X 1 1/2" TO FRAME 850 990 FRAME DO MTS12 W/ (14) -10d X 1 1/2" 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 1/211 FRAME TO 1245 1450 FRAME A- — - — O HGT-2 W/ (16) -10d W/ 5" EMBED (2) 5/8" FRAME TO 6280 6280 DIA. BOLTS CONCRETE FRAME O FGTR* W/ (18)-SDS 1/4" X 3 TO CONCRETE 5000 5000 Y 0 m 0 CL 0 �j (2) HETA16 / (2) HETA20 1 PLY W/ (12)-10d X 1 1/2" 2 PLY W 14 -16d X 1 1 2" FRAME TO CONCRETE 2035 2500 2035 2500 FRAMETO O (2) LGT-2 W/ (32)-16d SINKERS (14) 1/4" X 2 1/4" TITENS 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 13/4" BEAM TO 1085 & (10)-10d NAILS CONCRETE .o. �A� 28-0-0 N L C TYP. 0 FRONT ENTRY FRAME -A01 A02 A03 A06 A07 A08 Lf7 0 Q 7 TYP— U.N.O. TYP• A U.N.O. CJ1 A TYP. U.N.O. 17-0-0 001 HIS' TRUSS LAYOUT SCALE: 1/4" = 1'-0" In Simpson USP Truss Hangers E uivilent Label (Qty.) Symbol Label HTU26 (0) "J L THA29 (0) aJ L MSH29 HUS26 (0) Cy L HUS26 HUS28 (0) c2j L HUS28 HHUS26-2 (0) °'J L THD26-2 HHUS28.2 (0) °31 L THD282 HHUS46 (0) °� L THD46 HHUS48 (0) °9 L THD48 HGUS26-2 (0) E� L THDH26-2 HGUS28-2 (0) E2 L THDH28-2 HGUS210-2 (0) E3 L THDH210-2 HGUS28.3 (0) E411 L THDH28-3 HGUS210.3 (0) E5J L THDH210-3 HGUS5.5/12 (0) Esl L THDH612 HGUS5.5/14 (0) E7 L THDH614 HGUS48 (0) % L THDH48 HGUS410 (0) ESJ L THDH410 MIT416 (0) FJ L TF1416 LSU26 —(0) QJ L TMU26 LSSU28 (0) HJ L LSSH28 SUL26 (0) JLJ,e SKH26L SUR26 -(0) a`R SKH26R SUL210 —(0) KLIe SKH210L SUR210 (0) 1,`KR SKH210R SUL410 (0) Lamle SKH410L SUR410 —(0) `LR SKH41OR SUL414 (0) MJ[ SKH414L SUR414 0)-- SKH414R HUS48 -(0) Hy L HUS48 HUSC410 —(0) N2LJ HUS0410 THJA26 (0) PA HJHC26 THA422 —(0) Q11 L MSH422 THAC422 (0) Q2L J MSH4221F THA426 (0) Ry L MSH426 THAC426 -(0) R2LJ MSHC426 oil 2X4 con . band 6 Trusses held back 1/2" frame wells or 1" concrete walls. FLOOR TRUSS END DETAIL 6.0 12 Plumb cut overhangs • • .-...0 3.0 12 1'-4" 8" ROOF TRUSS END DETAIL 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. R703.6.3 Where cement plaster (stucco) is to be applied to lath over FORMULA (1/30 Sec R806.2 frame construction, measures shall be taken to prevent bonding between the S.F / 300 (1/30 0) / 2 (INTAKE vs EXHAUST) cement plaster and thili ater resistive barrier. A bond break shall be provided between the water reAtIve barrier and the cement plaster (stucco) consisting * 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH of one of the followinJ(,', :f REQUIREMENT 1. Two layers of an approved water resistant barrier material complying with Se bn R703.2, or 2. One layer of an apptaved water resistant barrier complying with Section 1,466 TOTAL S.F. 351.84 SQ. INCHES OF 3- 4ft Off Ridge R703.2 over an appoved plastic house wrap, or 3. Other approved meflods or materials applied in accordance with the ROOF VENTILATION REQUIRE Vents Required manufacturer's inst llation instructions. 25 SH 25 SH I� 4 3 V 0 O Z_ � m � 00 0 0 o_ ❑ a- O O F- F- 25 SH FIN. FLR Y C� O W m LL O 0 FIN.FLR 25 SH 12 4 V W Z ROOF CRITERIA Q N -24" OVERHANG U.N.O. � N 0 -PLUMB CUT FASCIA Q W J -ROOF PITCH PER ELEVATION -SHINGLE LOADING I J„ 1 S H 0 ❑ 3 �? op 0 °° `O o FIN. FL _ REAR ELEVATIONcn I- o�1zwo mNCo N SCALE 1/4" = 1'-0" O W FIN.FLR � '� rn 0w �' b � Zavix Q .12 p,l`Z N uj-o:o 0 Q n N � -0 YW� C7 Z O m Ems 8 - 3 H zc8 W mom° m Z0 w LL ��00 cr~d w z w _Z u a �~V J C -0W aa m C6 � U Lu U Q Lucom Obi ❑ C Lu FI w oX 0 J m 0 a o " RIGHT ELEVATION SCALE 1/4" = 1'-0" 12 Q 4 0 �Z� pQ U_ QO O zo a 0 FIN.FLR lk LEFT ELEVATION SCALE 1/4" = 1'-0" FP� 23 SH H E±il DBL 25 SH _ _ FIN. FL 3068 DR FRONT ELEVATION SCALE 1/4" = 1'-0" Y 0 J m LL O a 0 January 14, 201ll 0 1 BASE PLAN REV. 07-00328 2 1-1410 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 7 a O E 0 uA Cal 0 O ❑d, :2- Y � O 2-_O W M m M �(n Zm .0 ilii a 0 E y a Tq LU U w � Sheet: Of: 04 l o :2 M I ELEVATIONS (HIP) T HOSE —+ BIBB 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.C. 210.52, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 2008 NEC 406.11 ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT t3 THREETWAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 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 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP 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 METER UNDERGROUND SERVICE BYE POWER COMPANY INTERSYSTEM -Y BONDING TERMINATION PER 250.94 2008 NEC MAIN DISCONNECT 150 OR 200 AMP 150 = #1 COPPER OR 2/0 ALUMN. 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE # 6 TO HVAC �# 2 GROUND TO 5/8" ROD (10' DEEP) 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. vcc W Z 4 ._ a � � Q .s, Z O o W 0 Qyd a LLI W M mN pU Q z"� Mc W 0 i N C�] a g4 CJ 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. BD. p�'m°`f�c T, c� g 2 N s�LLJ T Z la-~ 0: CO P_ p a-i Co z >. 2 M d CA �� m M Vz°u. ¢ YtiZo W v_, o U opppDp pgooq 0 F ¢¢�' or _ LLj a ri 0 �C 0UNa " Q O 9 � �= N y E V) Z z o a 3 Ir WZOZpj O OHO 5.0- to Ld UJ N W ZO m N w z Z �c°QQ J C � �X 5 Z 0�:� 0 - LL W t~n�� m-0W 8 `1 U rn ❑ H Q UJ I- N FO� 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 � Z Q (0 — $ O — 0 0 J ii DLL. m 00 OV rn m o E N a o in m = E 2 O E 1.o d c Sheet: Of: 5 10 ELECTRICAL PLAN. SCALE = 1/4" = 1'-0" ELECTRICAL PLAN MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH . , RESISTIVE BARRIER & SELF -ADHERED FLASHING TEMPORARILY SECURE /-WEATHER RESISITIVE BARRIER WOOD FRAME CONSTR.- TAPE EXTERIOR SELF -ADHERED FLASHING ' SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. (ABBEMBLED WINDOW) i WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape 2 Scale: NTS WEATHER RESISTIVE BARRIER -- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR WPM 1 SELF -ADHERED FLASHING FLANGED WINDOW OR DOOR WITH DECK - SECTION A FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED . \ FLASHING rb- IDO NOT. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW F/� SELF -ADHERED FLASHING / DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD SECTION -A ' (SEE DETAIL WP02) • SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR IT. FIN. .DING PAPER PE n:12.0in cm : 30.5 cm) -DING PAPER F-ADHERED FLASHING JDOW UNIT 2 3 WP10 SELF-ADHERI SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 8 z WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -A_ _ .� . FLASHING PATCH )HERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 1 2 4 5 V WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER V1/P03 RUBBERIZED ASPHALT _\ UBBERIZED SPHALT DHESIVE SELF -ADHERED ADHESIVE FLASHING SCORED RELEASE PAPER el (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 2 5 I4 6 7 SELF -ADHERED FLASHING W P 0 �+ INSIDE CORNER V NOT USED SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL WP09 SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR OW,It LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked asO# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary l Cement Plaster in accordance with ASTMC926 over wood 2nd floor -Cement -Plaster ; over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing FLASHING REQUIREMENTS R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind the exterior veneer as required by Section R703.2. All exterior finishes shall be applied in accordance with the manufacturer's specifications or installation instructions. R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from holes and breaks, weighing not less than 14 pounds per 100 square feet (0.683 kg/m2) and ;complying with ASTM D 226 or other approved weather -resistant material shall be applied over studs or sheathing of all exterior walls as required by Table R703.4. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). R703.8 Flashing. Approved corrosion -resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the 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 installed to prevent water from reentering the exterior wall envelope. Approved corrosion -resistant flashings shall be installed at, but not limited to, all of the following locations: 1. Flashing for windows and doors shall be in accordance with Section U613.8. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.14 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall assemblies are constructed above mass wall assemblies, flashing or other approved drainage system shall be installed as required by R703.8. Block Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor z_g o LUZ Z M �1= O0� N 5 WD) w ado' in 07�. ZF ~ (D-�Z gUg6 8ZEZ - U °� Jj Z 4 $v� �y �UJ OEF ¢ ..� -i*a Lq a, '1 N Pi 02 J �o ¢ o F\= p 6 Z Za�9 noN�LCL O o W nZ �0Z m Cow z�0v�i zW W Zom °'0100 ~Q C MCL 0 O:r Q o m O W c� Q �F-Bw m � T ❑ =) NU o� 1548 Seminola Blvd Ste 141 Casselberry, fl 32707-3648 www.habitatseminole.org January 14, 2010 1 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 a OE E O Z Q v 32 fin m' m Z = E av'i = PII > E c`s a T4 w U LULU-000C = Sheet: Of: °' 6 9 WATERPROOFING r� ROOF PROVIDE 2X4 MIN. BLOCKING AT Ix SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES Z SEE PRE-ENGINEERED VERLAP TRUSS BRA NG TRUSS TOP CHORD END TO AT LEAST ONE TRUSS. 6" OVERLAP PLAN WOOD TRUSSES PACE N G *DIAGONAL SPACED ` jk5r AT 15'-0" O,C• MAX Q J MINIMUM 2x4 - �, +'��f 2X4 BLOC �P' Q CROSSBRACING �� +~ BLOCKING A TRUSS ` BETWEEN TRUSSES U. H (SEE PLAN FOR ' LU LOCATION) SECT.,�A G.T Q c5 W N ' ADD 2X4 ALONGSIDE N ' ` TOP CHORD WHEN REQ'D MINIMUM (2) 16d M u ' TO PREVENT PLYWOOD JACK a HIP PER JOINT SYPITIRUSS'BRACING°R Q `" "' W r MAX 24" SPAN (EITHER G T SPAN FROM EXCEEDING ZRI IS S SPACED AT 15 -0 MAX cc (3) 12d CONTINUOUS LATERAL BRACING- SIDE OR BOTH IF REQ'D) = H I PER JOINT NAIL OVER X BRACE AS SHOWN- n. �I (2)12D NAILS TRUSS BRACING OVERLAP � �� a� � INSTALL BLKG. AT TRUSS WEBS AT 12" O.C. MAX FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB rTB'O4 DETAIL (TYP.) CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. rTBO3 HIP RIDGE BLOCKING DETAIL SCALE: 1/2" = 1'-O" Copyright2005bykeeseeand associates, Inc 61302 CROSS BRACING DETAIL TYP. / 9orida345 703.Aleighssoserve,Apopka, SCALE: 1 2" = 1'-0" Florida 32703. All rights reserved. The plans, elevations, drawings, illustrations, and other materials rTB�0�1 CROSS BRACING DETAIL TYP SCALE: 1/2" = 1'-0" contained within this set are the property o keesee and associates, inc and may not be reproduced either in part or wholly in any manner SCALE: 1/2" = 1'-O" without the express written permission of keesee and associates, inc. B03 TRUSS @TRUSS E END OF F°TRUSS DESIGN NOTE: x • c • s- n • c CROSS BRACE TO BE DESIGNED FOR ADD'L 70 PLF UP &DOWN TOP CHORD TRUSS @END OF CROSS BRACE TO BE DESIGNED A 0 �� ,,.• 20 -0„ MAX 20 -0 MAX FOR AD S0 PLF UP & D TOP CHORD B D * * ALTERNATE SPAN RATED 32/16 PLYWOOD MAY BE USED 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 AND NAILING SCHEDULE FOR 0 H. GREATER THAN 12" FOR 12" AND UNDER G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. 0 z w 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 Lq X" BRACE SEE he DETAIL TBO1 �i �INIIII I� i c IIII, 111111111l mongolism SHEATHING DETAILS 12" AND UNDER - SPACE OUTLOOKER BLOCKS AT 24 O.C. OUTLOOKER BLK. FOR SHEATHING DETAILS SPACE OUTLOOKER BLOCKS AT 24" O.C. ,'°' 8d NAILS 2X4 SPF BLOCKING @ SIMPSON MTS12 @ I , �' AT 4" O.C. z 8 Z PANEL EDGES W/ (2) 16d LOOKOUT 2X4 SPF BLOCKING @ ,' ' •' OUTLOOKER BLK. z M NAILS EA. END TO TRUSS RAFTERS IF APPLICABLE PANEL EDGES W/ (2) 16d NAILS EA. END TO TRUSS , �`. �,' �,' �° �, 9 � ' 2X6 BR N FLED SIMPSON MTS12 @ 1_�z W Z o o m N m c N -NAIL SHEATHING @ 4" O.C. STRUCT. SHEATHING NAIL SHEATHING @ 4" O.C. �� �� TO SIDE OF GABLE ;° LOOKOUT RAFTERS g J��, w d d � � STAGGERED w 8d / 2X4 BRACE NAILE 7/16 MIN. THK. - " I STAGGERED w/ 8d ��` I° TRUSS WPbS IF APPLICABLE o y Z Z� � N 2 0 „ z 2x4 SPF CROSS BRACE TO SIDE OF GABLE USS WEB NAIL w/8d COM. @ 3" O.C. EDGES & 6" i ' �° � ��; STRUCT. SHEATHING W ° o o a � s U o hvoz 0 8 @ 48" O.C. - NAIL w/3- 10d AT EACH END & AT O.C. FIELD 2x4 SPF CROSS -BRACE ; @ 48" O.C. - NAIL W/3- `, .' .' i �� �"� �' '° 7 16" MIN. THK. - / NAIL W/8d COM. @ W � � a S ~ zo LL R 0.. N Q d6 o -'� � �o ''! a Q N W 10d @ 4" O.C. AT :: �::� �° 3" O.C. EDGES & 6" W o Z o Z `1 CROSSING AT 45'x ANGLE 10d AT EACH END & ' m GABLE TRUSS CROSSING AT 45°xANGLE �� ,' `. `.�` O.C. FIELD LL � ., N v m CONTINUOUS 2X4 SPFo 11 NAIL TOP OF T TO i , �° RUSSt 10d @ 4" O.C. M � o W Z w z E n SPANNING (4) TRUSS TRUSSES GABLE TRUSS W/2-12d CONTINUOUS 2X4 SPF s' ,' `.� i GABLE TRUSS = a K � v v BAYS (8 FT) NAILED TO NOT BL CK @ & (1) SIMPSON H8 w/ SPANNING (4) TRUSS ,' ; , ��\ ;° ' o m o $ Z w v w 2X4 BLOCKING @ 4" O.C. PLATE TOENAIL w 10-10d x 1 1/2° BAYS (8 FT) NAILED TO i ,' i' �� �� �° NAIL TOP OF "T" �' M W n W U) " ❑ a w/12d & 2-12d TO CHORD 3-16d 2x4 BLOCKING @ 4 O.C. r, �'� '� `N� `N� TO GABLE TRUSS m p g o ° w/12d & 2-12d TO CHORD �° W ;LL NAIL GABLE TRUSS W/2-12d & (1) o= o. TO PLATE W/16d @ SIMPSON MTS12 w/ ~ ~ 2X4 SPF BLOCKING 4" O.C. 2X4 SPF BLOCKING V ` ' 1410d 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 7 NAIL TRUSS BOTTOM x 3 1/4" TAPCONS @ TOP PLATE w/16d @ CHORD TO 2X4 DEAD- 12" 0-C DW CEILING 4" O.C. WOOD w/16d @ 4"O.C. 4 BAYSAges o ICF WALL BAY SIMPSON LSTA30 w/ ° LEAST 90% OF THE WEB. TOP & BOTTOM CHORD GABLE END BRACING @ 1410d @48 O.C. GABLE END BRACING 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES FRAME WALL TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN GABLE END BRACING °.0 GE05 w/o VOLUME CEILING (TYPICAL)" G01 E - SCALE: 1/8„1 _ ,-0 „ SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES: 1548 Seminola Blvd Ste 141 B 2 - S.P.F. CONST. GRADE TOP PLATE STRUCTURAL NOTES 6) 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 SPLICE MIN 48" APART — — — — — WOOOOD: 6.1 WOOD STRUCTURAL FRAMING MEMBERS: STUD OR CONSTRUCTION GRADE Casselberry, , fl 32707-3648 ' 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 _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — I— rr I FF — — '— — — — — — ITr — — T — — IT — — IT — — T III I I I I I I I WALL STUDS -SPF TOP &BOTTOM PLATE -SPF STD & BTC 1 VW1/W • habitatseminole.org TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY I I I I I I I III F BOTTOM PLATE IN CONTACT WITH MASONRY -#3 SYP PT CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT I I I I I I I I I ll I I I I I I I I I JOIST SQUASH BLOCK I -SPF STUD OR CONSTRUCTION GRADE EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL I I I I I I I III III I I I I I I I TRUSS BRACING & BLOCKING -SPF STUD OR CONSTRUCTION GRADE LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.SYP I I I I I I I III I I I I I I I I I FURRING & B.U. - 3 FIT 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT I I I I I I I III I I I I I I I I C (UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) ATTACHED DIRECTLY To THE BorroM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. I I D I I I I I III III I I I I I I I I II 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 ACCONDANCE WITH THE "DESIGN SPECIFICATION FOR January 14, 2010 SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS II II III III OPENING LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" D.C. MAY BE NAILED w/ MIN. EACH DIRECTION TYP. U.N.O. (4) 12d WHEN IT LANDS VERTICAL SCAB 2 x 6 #2 SPF48" O.C. LYWOOD I I I I I I I III III EDITION AND QST-LATEST EDITION. 6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 1 BASE PLAN REV. 07-00328 NEXT TO PRE-ENG. TRUSS 7F2xB BLKING. NAILED ® EACH W/ (4).10d TOP & 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 SIDE w/ (3) 12d NAILS WHEN BOTTOM OR H5 OR HCLR/LL 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 REQUIRED 2) MTS12'S B w/ ( IN PLACE OF (4) 10d rRuss I � I— - -I•— - —� - --- III III I I I I I I I AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 6.6 8d NAILS ARE RECOMMENDED FOR ALL SHEATHING NAILING. IF .099 DIA NAILS ARE USED ALL NAILING PATTERNS COLLAR TIE I I I I I I I III III I I E I SHALL BE MODIFIED TO THE FOLLOWING SCHEDULE TO THE LEFT: 4 3rd ERAFER _I I_ II _ II _ _ II 5 PLYWOOD SOLID BLOCK NOTES: CB SEE ALL SHEATHING TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS EACH END BEV (OPTIONAL) as yION EDGES TYP. I I I I I I I I III I I I I III I I I I I I I JI_ _ —IL _ _ IL _ = u 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: B TB 2X4 SPF " 2X S F (2) FLOOR SYSTEM III I I I I III I I I I I I I VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ALTERNATING DB BLOCKING R EACHTRUSS WOOD SCREW EACH TRUSS 48" O.C. SEE PLAN --DOUBLE TOP PLATE _ _ LL _ _ — — — — — -- — — — ' `L _ I _ _ —' i _ _ 11L _ _ IL _- — '� — ENGINEER OR ARCHITECT. Its is the intent of the designer that these plans are accurate and are clear enough for the licensed PRE-ENG. TRUSS BEARING WALL NAIL PATTERN: professional to construct this projectIn the event CONT. ROOF SHEATHING AT TRUSS TOP PLYWOOD SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. 2x STUD WALL SEE PLAN 2x8 RIBBON OR A BLOCKING BETWEEN „ „ 2X4 P.T. BASE PLATE 1. PLYWOOD AND SIDING: that something Is unclear or needs clarification, Stop, and call the designer listed on this title page. If Is the responsibility of the licensed professional ' SEE PLAN FOR CONNECTION ;. �,}•• • 3 TO 4 TRUSS 2x4 As SHOWN - FLOOR SYSTEM SCALE: 1/4 - 1-0 FIELD USE Sd NAILS @ 12" O.C. that Is constructing this project to fully review these ..;~;q B ALTERNATE 2X4 P.T. BLOCKING BETWEEN :� ;i': SPACES DIRECTION EDGE USE 8d NAILS @ 6" O.C. i documents before construction begins and any and :.+: • DIAGONAL TRUSSES W/ (2)-12d NAILS 0 WOOD•2x8 #2 SYP RIDGE BEAM _ - 4 FT._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . i all corrections If needed to be made, before any AT 8'.0" � 3/8 I " I i EACH END I�••tw;t TRUSS °' " °' 3/8 2. GYPSUM: � � � -- work I5 done _j:.. MAX - • 2x6 RAFTERS @ 2'•O"O.C. rRUSS I ; USE CODE APPROVED SIZE AND , �. 4,FT• MAX. w/ (3) 10d COMMON "S" = NAIL SPACING FOR CONNECTION TOENAILS TO RIDE BEAM r , CONC. MASONRY 2}1 NAILS °�— SPACING '~— ® , ' ' TO E TRUSS / 1 2 .�..,. TRUSS i 3 4" / " 1/2" ROOF NAILING SCHEDULE. 5 Ft. - IfFT.--------------------------- " ' STEEL OR WOOD < I Q T&T.AT ' ' NAILING ZONES SHINGLE AND TILE) T&BCHORD BEARING SUPPORT I S i S 1/2n ( 5 L_ Q FT• ®-------1 `.` ® i O 0 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING OUBLE I ZONE 1: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ----------------------- o @ RAISED HEEL DETAIL DETAIL C� INTERIOR BEARING SECTION B-B TOP PLATE -- °--_ °----° -_ ° - _ _--_-- -_-__ _ _ ZONE 2: 8d RING SHANK NAILS @ 6" O.C. (IN FIELD & ON EDGE) ,©© ® `,,® �•, p s ° - ZONE 3: 8d RING SHANK NAILS @ 4" O.C. (IN FIELD & ON EDGE) ' _ _ _ W o (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE ©� �`� 4+1- m 00 m S 10d RING SHANK NAILS) Ir -- 4 -- - ------ © © -- ® 4`FT rTBO6 BLOCKING CONV. FRAME DETAILS " - 11 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING z o Ech SCALE: 3/4 - 1-0 SCALE: 3/32" = 1'-0" 0 Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL a rl —w - a © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL CONTRACTOR NOTE. © NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL WALL SHEATHING INSTALL2010-0058 ALL DRILLED AND EPDXIED HOLES MUST BE ,o © NAIL INT. AT 6" O.C. W/8d COMMON NAIL rTB13 &NAILING SCHED. PROPERLY VACUUM, BRUSHED, AND BLOWN STAGGER ALL VERT. JOINTS & NAIL @ 4 O.C. CLEAN PER MFGR'S RECOMMENDATIONS TO a Sheet: Of: W/8d COMMON NAIL SCALE: 1/2" = 1'-0" ACHIEVE UPLIFT CAPACITY D-1 9 O NO SPLICE @ HEADER - NAIL SHEATHING TO HEADER W/8d COMMON NAIL@ 4" o/c DETAILS 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 w W NOTE: MAY CUT BACK 2x8 @EACH 2X CRIPPLES ROOFING FELT (3) 16d COMMON Q IO @ 16" O.C. APA RATED STRUCTURAL P.T. @ TOP TO ALLOW CONT. NAILS(TYP) ICF WALL 2x4 BLOCKING AROUND CURVE. SHEATHING (SEE STRUCTURAL a SEE PLAN MIN. 2 TAPCON ANCHORS TO 2x8 NOTES FASTENED TO TRUSSES :� `Z STRUCTURAL SHEATHING PER ROOF NAILING SCHEDULE) UJ MIN 7/16" APA-RATED 0 ATTACHED PER NAILING Q vkt W d J M •HEADER SCHEDULE CEILING BOARD N W N 0 U. � en en W U ��LOCATION VARIES W/ 3/4" P.T. NAILER METAL DRIP EDGE Q ri � 2x8 W/ (2) 16d U. TOE NAILS EACH END ROOF 7/16" OSB W/ 6d _ 7/16" OSB W/ 6d PLYWOOD SLOPE 1/2" DRYWALL d 2X SUBFASCIA W NAILS @ 16" O.C. HEADER NAILS @ 16 O.C. ROOFING CURTAIN NAILER 1 X4 a 04 LINTEL TO SIDE & TOP NAILER 2X4 CONT. W/ P.T. @ WINDOWS 1 X 8 TO SIDE & TOP NAILER (SEE PLAN) 2x W/ (2) 16d 2 STORY WALL P.T. @ S.G.D. CONT. VENTED ALUM SOFFIT (SEE PLAN) A,..• 7 16" O.S.B.2x4 SPF CONTINUOUS TOE NAILS EACH SEE PLAN FOR (2) NAILS COMMONS / END TYP. SIZE AND SPACING NAILS EACH STUD TYP. EA. SIDE BLOCKING ATTACHED 7/16" O.S.B. T&B Copyright 2005 by keesee and associates, Inc TO 7/16" OSB W/ (2) 8d EA. SIDE 2x4 SPF CONTINUOUS 945 South orange Blossom Trail, Apopka, 2X BLK'G. NAILS. SEE DETAIL ABOVE BLOCKING ATTACHED Florida 32703. All rights reserved. The plans, TO O.S.B. 2X BLK'G. TO 7/16" OSB W/ (2) 8d elevations, drawings, illustrations, and other materials W/ 2 - 8d 2x BUCKS SEE MS11 TO O.S.B. NAILS. SEE DETAIL ABOVE contained within this set are the property of EA. END FOR MORE INFO W/ 2 - 8d keesee and associates, inc and may not be reproduced either in part or wholly in any manner EDGE VIE EA. END 7'-0" MAX without the express written permission of EDGE VIEW WINDOW OR TRUSS OR ROOF SYSTEM MARBLE STOOL WINDOW ORDOOR OPN'G � ALUM FRAMED WINDOW W/ SCREEN keesee and associates, Inc. DOOR OPN G 1 X 2 P.T FURRING MEMEMEM PRECAST CONCRETE SILL N • CB • D • C 4�FO�lDET. C� ARCH WINDOW FRAMING DET. @ ARCH WINDOW FRAMING rLDO2 SHEAR TRANSFER EXT. WALL B D® CEMENTITIOUS ICF SCALE: 3/16" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0° 1 X 4 P.T. BAS DECORATIVE FINISH NAILER xgI;ICF WALLS a, WOOD BAS z CONC FTG. DOWEL #5 DIA. REBAR 7" IN � � � z m a FOOTING. EXTEND 25" (ACI 530) W � Z SLAE (SEE FOUNDATIO N m 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) ABOVE SLAB. ALL LOCATIONS SHOWN o S2 o M N -1 � PLAN FOR MORE v, Ld 01 LO INFORMATION) R ON FOUNDATION PLAN O 0.00 2� ~¢ Y z 6 X 610/10 —� p• �— #5 REBAR CONT. @SLAB LEVEL ♦^ 0 r I a0 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 F(2) 2X12" 2SYP (2) LSTA 30 . REFER TO SEE SCHEDULE WF03 OR WF04 ^' 2-ROWS 12d NAILS STAGGERED @ 2X4 SPF BLOCKING * WHEN STUD LENGTH 12" O/C EACH @ 48" O.C. MAX.w/ 2X4 BRACE@ 4'-0" IS LESS THAN 12" USE FACE OR 3-ROWS (2) 16d END NAILS ON CENTER LSTA30 STRAPS AT EACH 12d NAILS STAGGERED EACH END STUD WRAPPED OVER @ 12" O/C FOR 2"x10" TOP PLATE & NAILED OR GREATER HEADER TO HEADER EACH SIDE W/ 11 - 10d NAILS DOUBLE 2 X 12 #2 S.Y.P. HEADER W/ 10d NAILS @ 1/2" FLITCH PLATE 8" O/C TYP. HEADER. (U.N.O.) FILLING AND BLOCKING AS TRUSSES DOUBLE 2"x4" REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2"x4" STUDS TYP. SIMPSON HGMA 10 @ 1/2" GAP v;a 4'-0" O.C. MAX. SIMPSON HTT16 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. EXTERIOR INTERIOR OR 8 1/2" AT GARAGE o if *HOLD DOWN CONNECTIONS STEP DOWN P.T. BOT. PLATE 8" ICF WALL NOT REQUIRED @ BEARING SEE ICF01 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 ❑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 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 0 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 07 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) WALLS WITHOUT UPLIFT Mil FOR MORE SEE REINFORCEMENT IIII! III INFO CHART FOR REQ D HORIZONTAL REINF. ICF BLOCK—),, 1 BASE PLAN REV. 07-00328 WF09 WALL HEADER DETAIL TB14 NON-BRG. EXT, CMU WALL SEE PLA z Li ii ;' ;; " 3 4 SCALE: 1/2" = V-0" SCALE: 3/4" = 1'-0" ;; FOR REINF. iR ¢ C 5 BEAM- SEE PLAN 4Ell FOR CONNECTION AND SIZE BUILDER NOTICE: 3 REMOVE INSULATION SEE L-SHEETS FOR REQ'D HEADER INFO AT LOCATION- ENTIRE HEIGHT OF Its is the intent of the designer that these plans 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 TOP SPLICE �� 2 "x TOP PLATE 1/4 MIN. SPACE BEAM TO WALL CONN. 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 DOUBLE 10d • SCALE: N.T.S. 24� 8" REMOVE INSULATION E 2 ' ICF BLOCK / 8" AT LOCATION- C z ROWS0d — 2"x STUD C� I I ENTIRE HEIGHT OF WALL I= o ' 12 �� @ 6 0/C 24 O.C. MAX• SEE PLAN FOR REINF. 'p m o m m BEAM- SEE PLAN 2"X P.T. PLATE FOR CONNECTION AN z m E 7 SEE REINFORCEMENT 1 NOTE: PLATE LENGTHS MUST BE BOTTOM SPLICE OVER STUD CHART FOR REQ'D VERTICAL REINF. TYP ICF WALL BEAM @ ANGLED WALL CONN. a !� w E AT LEAST 8'-0" LONG. TYPICAL v SCALE: 1/2•=1'-0• TYPICAL INTERIOR SCALE: N.T.S. w �� E DETAIL WF17 TOP PLATE SPLIC-2 KWF18 NON -BEARING Sheet: Of: g SCALE: 3/4" =1'-0" SCALE:3/4"=1'0" ICF01 ICF REINFORCEMENT DETAIL ICF02 BEAM TO WALL CONNECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DETAILS . a. ,. .... ___ _ . ... '— _ _ _ _ _ _ _ _ _ _ _ _. __ —_____ _._ —_. r ._ .�., �. � �..�,z�� ,.,.��,o ,�u,.,,